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041-400-050
I 4r -40 - GERALD & KAY WALKER 3o 41-40-;,50 SIS Adobe Ln, app 1200' off Clark Rd, KAY & GERALD 'WALKER <3 Y /' ".0 Paradise "P -A- a- 3858 Adobe Lone, Or.oville vp� ?111**21* Permit#25-86A(Agriculturpl Bldg Permit #3953-78B,P-,E,M(new S1 LQL-h=) Exemp 41 2 41-40-50 041-40-0-050 93-95 4 PermiPermit #5 8B(r--evision from carport NORMAN & BERNOUDY t I garage to m7 g to garme for"`perm 395.3-- 7-A-1-qR-)- 3858 ADOBE LN, OROVILLE 041-40-0-050 92-4415?BPEM�l AGR ICTTL IURAL-EXEMP ZON-TERMIZ WALKER, Kay & Gei-ald. 7- FEED, TACK, "HORSES 3858 Adobe Ln, conv ag bldg to garage 62/1,200 041-400-050 ADMINISTRATIVE PERMIT NO. 93-15 041-40-0-050 93-1888 B,E,M mallow a senior citizen dwelling NORMAN, JOYCE s Adobe Lane, Oroville ADOBE LN, OROVILLE Joyce Norman 6/14/93 CONV SHOP TO 62-1200 4" 041-400-050, 94-'Of66B NORMAN, JOYCE - 3856 ADOBE LN., OROVILLE .WOODSTOVE/SF 812 24 041-4010-050 96-1704 13 BRENOUDY, Georgia 3858 Adobe Lane, Oroville (reroof/com,p)SF Ely 'Roofing r-0-4-1---400-050 064-2004 NORMAN, JOYCE 3856 ADOBE IN, OROVILLE Cont: FOUR. SEASONS ROOFING L RE ROOF m mm v RESIDENTIAL v 0 04.1-40-0-050 92-4415 BPEM WALKER, Kay & Gerald 3858 Adobe Ln, Oro 6" conv ag bldg to garage JOB FINALE Signature J=OK O = Not OK =Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except If'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 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'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 ------------------------ ------------------- ------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection --------------------------- ----------------------------- ---- - - 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------ 24. Size Boxes & No. of Conductors -Stapled ---------- ---------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ---------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI --------------------- ---------------------------------'-------------- - - ----- 28. Subfeed Wire Size r ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At 29. Range Circ. / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------- ------ 30 Service -Riser Conductors & Ground -Main Disconnect -------- ------------------------------- ----------------------------- -------------- 31. Equip Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------ ------------ -------------------------- 33. Smoke Detector ----------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------- ------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except N's 34. A.C. Ducts Insulation & Support 35. Vent Fan: Exhaust above insulation ------------------------------------ ----- -- - ---- --- 36. Condensate Drain & Overflow: Size & Grade --------------------------------------------------------- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -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 4's 39. Sils. Proper Material & Anchors - --.. ---------------------------------------------------- ----- - 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound -------------------------------- - -------------- -- ------ - - 41 Bearing Walls over Girders & Floor Nailing ----- ---- -- - ---- -- - --------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ----------- ------------------------------------------------------ 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46-.,_Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fir�.place Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiling 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 N'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. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth -------------- --- 69. 69. Elec. Outlets at Wood Panel; Int. & Ext. -- ----- -- ---- -20. 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 ------------------------------------------ 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ------------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ----------------------------- - 81. Stucco: Brown -Finish 82. A_C_Unit: _Disconnect, Electrical, Plumbing 83. Vents Above Roof; 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 from Previous Inspections ------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric --------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval - ---------------- ----9Y ---- ------- ------ ----- 91. Ener Compliance Certificate -Other Certificates ------------------------------------------- --- -- Date Card B-1 Date Card B-1 ------------------------------------------ -- -- Date Card B-1 Date Card B-1 ---------------------------------------- Date Card B-1 Date Card B-1 Comments at Final: J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK e4cept #'s 1. Zoning Requirements -Setbacks -Easements lly�pning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete ec ; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 1,4,�cod Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /" L"ft./ /"LPG 6. C orts; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance rmg; Sils-Anchors-Studs-Rftrs-TFaeses idin ; Nailing -Veneer -Stucco -Mesh 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 Y Card B -1.&,4 -Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distances-GFI 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 volts-GFI 9. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test K ,J ° (s p f� okdC9 ��/°'✓` /jai �',�� wo ` moa r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK e4cept #'s lly�pning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel ec ; Griders and/or Joists -Decking -Bracing -Stairs -Rails 1,4,�cod Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C orts; Windows -Doors Electric rmg; Sils-Anchors-Studs-Rftrs-TFaeses idin ; Nailing -Veneer -Stucco -Mesh of; Shthg-Roofing 04-6t.; Steps -Doors -Landings Date Y Card B -1.&,4 -Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 K ,J ° (s p f� okdC9 ��/°'✓` /jai �',�� wo ` moa r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 k 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE . Q,f- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at s 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, i please %contact this office immediately. l 14 ` �/LI 1 iyt �'Tss� (� w �i• �_�i s�J .ri � Cta�a �TL ^ -J r n t• t � _ T r v Date Inspector g1pl— REV 10 92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 0 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ,W !F -z - v (/I s OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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. A Date 3• Z , ci3 Inspector x� REV 10192 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 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. =Y �l �4.�� C i� 1A Ale �j"'-� f �.✓Jw ga—� 6�E; 6df Date. �/% •'3 Inspectors REV 10/92 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP062004 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. I LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter T(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. / n� License Class : G 3 License Number: 1 Date: � Contractor: �Po+;,r see—SOIL il-►'/h-ii, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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 Contractors 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 rive 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: ❑ 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 the Labor Code; for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: ❑ 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comp ) with those/provisions. Date: Applicant: WARNING:- allure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I 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: Issued Date: 08/21/2006 APN: 041-400-050-000 Site Address: 3858 ADOBE LN BTV Map Index: Description: RE -ROOF 38 SQ.FT. COMP Owner: NORMAN JOYCE L BERNOUDY GEORGIA L 3858 ADOBE LN OROVILLE, CA 95965 Applicant: FOUR SEASONS ROOFING #11 COMMERCE COURT SUITE #1 95928 530-895-0418 Contractor: FOUR SEASONS ROOFING #11 COMMERCE COURT SUITE #1 95928 530-895-0418 License #: 659073 Architect: Engineer: otal Square Ft: Valuation: Census Code: 0 S. F. $0.00 This per it is her y issued under Resolu 'ons to ork indicated a By: PERMIT EXPIRES ON: 6;? 126. 66 provisions of the Butte County Code and/or fees have been paid. Date: J ❑ 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 8, Safety Code is not applicable to the scheduled construction of this project. C3 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 au rize agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici • m ocument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose Print Name: (Vr)1/1 r I (Gi Signature: Date: a /Z l �� ❑ Owner ❑ Contractor eta -Agent for Owner._J�gent for Contractor D. li. Duw",q ron,w v r,v yy , BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name i-2 Name First Name Address7 A J J � /� (��O City Stat e Zip q�%6 Phoneax Phone ���` E-mail Fax APPLICANT INFORMATION CONTRACTOR Name City Address L G fi 0 City 4 / !' Fax State, Zip Phone ���` Page Fax E-mail Date Approved: Lic. #G s�a7 ClasL 39 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zi City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name Address D�.tn IL2 CIL City State cd Zi Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address c�J� L�t`re Flood Zone SRA I Yes I No Occ. Type Const. Subdivision'Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT No. 2'ow P BIN # PROJECT LOCATION AP# �� �& ed Property Address c�J� L�t`re City �c.,741e VA -1k Cross Street WORKER'S COMPENSATION Policy Number Carrier S If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: rz Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, anew application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt#:Sheriff SMIP Date: Other Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 �041-40�0-050 .96-1704 B ..,,BRENOUD.Y,,: Georgia 1.13858 Adobe, Lane; Orovill e. (reroof/comp)SF-"Ely Roofing i If j / C. //J 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 ASSESS U41-4UU—U5U ZONING ZONING N 3 BUILDING PERMIT Lxeorl,,ia brettouuy j_9tftid SO. FT. OCC. BUILDING VALUATION OWNER MAXJNG ADDRESS Jo�o fiooue Ln Uroville UA 95965 v u zu CONTRACTOR'S NAME Ll 400filig 111C TELEPHONE X43-7663 CONTRACTORS MAILING ADDRESS 1.)/.911 Uoni ract'Ur5 lir VhiCo CA 95973 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ L / , U ARCHITECT OR ENGINEER LICENSE NO. • Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS I Penalty $ BUILDING ADDRESS 3856 f►uObO Lti UrOVllle PERMITFEE $ _ . .," ..."_:. ,. ... .... _: 1310N'S NAME ' [PARCEL M P""' LOT No. SUBDIVISION'S PLUMBINGPERMIT Filing Fee 20.00 Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF Ci D41ex ❑ Mobilehome ❑ Other w i 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 r" TYPE OF WORK s New ❑ dition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other p Ad Describe Work: overlay rooiiwW/20 yr 3 tA 17 ;iq S Mobile Home S G W 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main ServiceEOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION t 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 t' 1 t� > t+ - 3 Lic. No. O (/7 3 6 D OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec.. Business and Professions Code for this reason ." t: .. . _ .- r " + , , ^DECLARATION NEW CONST. DWELLING OCCUR \ OR ADDNS. ( a ACC. BLDS. / So. 3.5Q FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( d POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL .30 FIXED APPLNS. OR EX. OCCU p' ( OUTLETS PRESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S iContractor - WORKERS' COMPENSATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure Jor workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 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' coal ensation insurance carrier and policy number are: Carrier 31LULt rutlu '' MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number 7-30"140 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. , �,, X r.(JG_sl�eJDate 7-/.5-96 Signatuk of Applicant - ❑ Owner ❑M 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 Is OCC CONST. TYPE TOTAL FEE $ 4 7 . U U HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD HO ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have /i1 BY �� ! H ��/YYY� PERMITEXPIRESON applicable provisions Resolutions to do work been paid. ` / yD�ate 'lA (Date) Receipt No:'r�' 2 J �/ S WHITE-D.D.S' B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT III•+ �.. � � . _. r � ^.:F . rY .. i eT ';�P �-c�^� � w+�'p,` y 041-400-050 7 94-0166B 1, NORMAN, JOYCE 3856 ADOBE LN: OROVILLE . •WOODSTOVE/SF r• f oof 1 i ' f f P 1 I k -t f 1 J f 041-400-050 7 94-0166B 1, NORMAN, JOYCE 3856 ADOBE LN: OROVILLE . •WOODSTOVE/SF r• f oof 1 k -t 041-400-050 7 94-0166B 1, NORMAN, JOYCE 3856 ADOBE LN: OROVILLE . •WOODSTOVE/SF r• f oof COUNTY OF BUTTE - DEPARTMENT OF VELQPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT q - Uf 6 (" ASSESSOR PARCEL NUMBER 041-400-050 20 IA`%kM BUILDING PERMIT OWNER JOYCE NORMAN T �jNEg$gg SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR 8358 ADOBE LANE OROVILLE 95965 CONTRACTOR'S NAME f.7^TM'NO* W� N TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 3 • 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3856 ADOBE LANE PERMIT FEE $ 5 OROVILLE, CA 95965 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE + V SF O Duplex O Mobilehome ❑ Other ! SPECIFY I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition ❑ Remodel O Utilities ❑ Installation O Other YU Describe Work: WOODSTOVE PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee, 20.00 Main Service ( BOOV OR LESS ) 23.00 2OOA OR LESS Main Service ( 200A TO 1000A I 46.00 DWELLING OCCUP. . NEW CONST. DW8, OR ADDNS. ( ACC. BLDS. SD I 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) -911, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-flESID. ( BRANCH CIRCUITS I @7.50 ( POWER APPARATUS I & SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 @ 1.00 P• ( I BAL. @ .50 Ex. Occup' ( FIXED APPLNS. OR I OUTLETS (RESIO.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities ' 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE' 1 declare under penalty of perjury (check one): I ff This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. I Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County inconsequence of the granting of this permit. X r Date / 9 y Signature of/A� icant -Owner ❑ Contractor O Agent J An OSHArpermit is requl ed for excavations over 5"0" deep and demolition or constrtcti4 of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 55.00 HAZ- 1 O. FEES I IMP I FLOOD I CDF PARCEL PO 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 f es have been paid. / fDIRECTP. PUBLIC ORKS By Date PERMIT EXPIRES ON Idere) I ERe155929 eiptNo. TE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLD ENROD•APPLICANT Ir COUNTY OF BUTTE - DEPARTMENT OF 1DEVEL'OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 959.65 - Telephone (916) 538-7541 D /PER I No. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-400-050 'MM3 BUILDING PERMIT OWNER JOYCE NORMAN TFk4P NE9888 L45}� I�OOO SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR-n58 ADOBE LANE OROVILLE 9596] UUN�KNOWN CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace 'All 15U0.00 CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3856 ADOBE LANE PERMIT FEE $ OROVILLE, CA 95965 PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF IN Duplex O Mobilehome O Other sKCIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition C1Remodel O Utilities ElInstallation O Other M Describe Work: WOODSTOVE PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 'OVOR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC P. OR ADONS. ( & ACC. BLOS. ) 3.50. FST,O. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) 1211�I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.000 B20 5 OR Ex. Occup.UT ED LETS RESID(RESID.1 EA. ) ( OUT 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Cl I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County i nsequeof the granting of this permit. X f Date Signature f A icant -Owner ❑ Contractor ❑ Agent An OS A ermit is requl ed for excavations over 5"0" deep and demolition or constr n of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 55.00 HAZ- I D. FEES I IMP I FLOOD I CDF PARCEL PD I HD I ISSu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ve for which f is be paid. IREC PUBLI ORKS BYK—... Date PERMIT EXPIRES ON 7 //a/ 9 9 tBe tel Receipt _ 155929 .D. WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT m RESIDENTIAL 041-40-0-050 93-1888 B,E,M NORMAN, JOYCE 3 VS C ADOBE LN, OROVILLE CONV SHOP TO 62-1200 / JOB FINALED (Date) Signature V=OK O=Not OK = Not Applicable Not Ready MOBILE HOMES ' = Date/Initials MOBILE NOME 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 -Teat -Easement Needed (Sketch) S. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Nat. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 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 Teat -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 MISCELLANEOUS Date/Initial 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-Rftm.-Connectors Shthg.-ft.-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/Initials POOLS (Plans) OK except #'a 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 Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., 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.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials 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/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-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 Dat /In tials FI Plans OK except #'s 61. Steps -Door & Sidelight Protection -Landings IA 2. Smoke Detector _6e--Fnrnec�nts-Clearance-Comb. Air-Connector- arage; bove Floor -Ducts -Meth. Protection 4. Be m Exiting G.F. ath Fixtures & Tub Access-SDa / L66-Elec. Trim & Subpanel; Breaker Sizes & Labels le utlets at Wood Panel; Int. & Ext. Kit.fW. & Appliance; Grnd: Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter f„74-Wtr. Htr.; Vents -Clearance -Comb. Air -Con r-P.R.V. In Garage; Above Floor -Meth. ProtectionA ?° LPr'r1b_., Elec. & Mach. Equip. Listed for Location lge; (G.F.I.)-Romex Protection in Attic ❑ Yes & Deck Construction -Post Hole Door -Drainage Wood -Earth Clearance Looked under Floor es 80. Following instld.; Drive ❑ No; Walks es ❑ No; Planters ❑ Yes UoKo wn- finish C. -Unit; Disconnect, Electrical, Plumbing LAar-Vents Above Roof; Plbg: Appliance -Fireplace: Clearance to •-44- 5!r -Well; Disconnect, Electrical, Plumbing J . Exterior Elec. Trim; G.F.I. Receptacle -Underground I,, MH2 ' Throughout House ass Protection 8& 4p cuanc frnm Previous Inspections Gas Test-Metwra TAgge'; Gas -Electric ewer Connected -C/O to Grade -HD Approval nergv Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT �l ASSESSOR PARCEL NUMBER 041-40-0-050 ZONING ARMH-3 t BUILDING PERMIT OWNER OE NOR TELEPHONE 345-9888 SO. FT. OCC. BUILDING VALUATION 864 M -R 17,300 OWNER'S MAILING ADDRESS 3858 Adobe Lane Oroville CONTRACTOR'S NAME unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation I $ 18,780 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 165.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 82.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3856 Adobe Lane Oroville Permit fee $ 282.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other shopBuilding SPECIFY Gas piping system 1 - 5 outlets 1 5.00 sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New 711 Addition Lj Remodel ❑ Utilities ❑ Installation C1 Other a Describe work: Cony shop t0 62-1200 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS j$,50 Main service 200A TO IOOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner. or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&\ OR AODNS. ACC. BLDGS. rr 3.6Q sq.f[. NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS (SINGLE OUTLET CIR.6 Ex. Occup(OUTLETS OR FIXTURES 20 764 Ex. Occup. OUTLETS ED APP(RESID )LNS.REA./, I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring *15.00 Permit Fee $ 30 QQ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating heat pump 9.00 Cooling 9.00 Hood 6.50 6,50 Ventilation permit Fee Contractor $ 39.50 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, jud nts, costs, and expenses which may in any way accrue again aid C nt c sequence of the granting of this pe/rm-t. X �� Date b �7 / .3 sig tur o Applicant - Owner'\ Contractor ❑ Agent ❑ An 0 A permit is required for exc'av`ations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height.DifTO Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 OCC _ CONST TYPE TOTAL FEE $ 392.00 HA z 0FEY - x IMP FLOOD CDF PAYEL PD Hi 11 1581E jL This permit is hereby issued under the sions of the Butte County Code and/or work indicated above which f OF PUBLIC ByAf PERMIT EXPIRES D e applicable provi- resolutions to do have been paid. WORKS 7/23/93 Date Receipt No. 143333 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT t.e"r''"�,,.•}. l..r.��wr'.••-..ti•1.. riY .. 'i:r �.1^Ati.n1.r... �� rrrlj.�W v'ti. .oy '%o + '»• .�-..f.�. ♦ ,. .rr,. .! �, l�,r'f ir"` % COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ilr)�"D M n/ A. P. No. d 7l L/vo OSU Proposed Buildi g Use. 6i1V(l=rrEv Fo,N Building Inspector 14Z Date 6,117/7--Z, At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. All items h yeebeen submitted. .... ............................E ..... . Plot plans,, &f4 se� signed by preparer of plans. ' t 6 3. Complete plans43A 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. ...'................. . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. 11. Fees of $ . .................................... Impact fees as shown on attached schedule.06--'. P �� .�'ees..��r,.:�6�ne. 12. California Department of Forestry plan approval/fees. ....................... . � 13. 14. <Flood elevation letter (100 year flood alifornia Engineer. . . Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ....... !. . 16. 17. Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. ' Driveway permit (construction approval required prior to occupancy). . . Preanepecti. reque *� 20. Pre -inspection for required. .. co B� �d n9 �nspeaor (Date) 21. 22. Contractor's license information. (No., Name Style, Classification) . .............. 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 . ........................................ 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 . ............... ' ting violations/expired -permits ....................................... n check list. .......... . 33. ..34 Whe you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 3c/5 - qB86? and' hold for pickup at 6 Z,0 office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date -� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Ot r Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: 1. P Contractor, designer,ne as advised of above required data by - one _mail Counter by Date 7�S 9Z Contractor, designer, o ner, was advised of above required data by _ phone _ mail Counter b _ Date Plans checked by Date Plans approved by7- Z3 Sets of plans on hold in File cabinet AP folder K Copy - Department of Public Works li.n: IIJI? ONLY Hot h iiii Attached —_ hoof Him Mucked to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4,3 6---,L- !v 0l v- YrV c�� link L 4 r-,,��— �1 d -T d caner � Location AP!/ Plan Approved for: Sewawc Disposal Water Supply: Pub11C. Private Well Clearance for % bedroom Irr(.4 : home. Othcr Hold final for: Final clearance O.K. ior. NOTE: / Environmental Health Specialist 8/92 Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -'BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER A AJ A.P. NO . &4 `l /-vivo D o PROPOSED BUILDING USE 0 DATE l� DO REC. # DATE REC School DistrictFees rlC}��- j (paid at District Office) �1�s X93 Sheriff Fees (paid at Building Department) % QQ Residential X unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) Commerical(per sq.ft.) X =$ # units amt. X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) „ ...........a........... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT �Lcu o�c� DATE (2 /;7 f 3 0 F ., ., , .. r{• r ..y -.n", -fir , �.•fJ'"i �M+' Y .rv' , � "'�... v1'^. (+x ✓�'Y•r a .. -. �., .t .. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7COUNTY CENTER DRIVE -OROVILLE,CALIFORNIA95965-TELEPHONE (916)538-7541 P RMI T7zree PLICATION DATASHEET OWNER D/�'�'�f nii ;tAerljo()� A. P. No. Y -" 44) -i�d Proposed Building Use ' 1A1 Building Inspector A6 Date 6 271,23 At time of permit application, I was -ac[, ised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. .................................... . 2. Plot plans, 3_4 sets, is gned'by-p�epareof-plans . 3, Comp e e plans, 3/4 sets, signed by prgparer of - lan- ................... . 4. Engineered plans and calcs, 3/4 sets, with -wt signature on -plans . ............. t5. Hazardous Material Form . .................... _\...................... . 6. Energy Design Compliance and supporting documantafion. .......... 7� Statement of Intent for Non -Heated and A/C Buil i gs. .. . 8�obilehome ngineered truss details and layout in duplicate quired prior to plan ). h ck. 9. data and manufacturer's installatio instructions, 2 sets. . 10. Fees of $ . .......... .. 11. Impact fees as shown on attached schedule . ........................... .. 12. California Department of Forestry plan approal/fees. .................. . 13. Flocl �Ievation letter (100 year flood) by California Engineer . ............... . 14. Sanitatipn and plot plan approva Health Department. ..... 15. City of Chico plumbing permit.... .............. ........................1 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 1 17. Planning approval for (A) Use: (B) Parking:. / 1 18. Contact Land Development.about (A) I� 'provements (B) DD'rainage............ T- 19. Driveway permit (construction approval requited prior to occupa_ncy). .. .. ... 20. Pre -inspection for �, Pre -Inspection requ requ red. . to Building Inspector I (Date) 21. Contractor's license information. (No.,/Name Style, Classification). .. ......... I 22. Certificate of Workmans Corf tpensat;on Insurance . ................. ........ I 23. Owner -Builder Verification (Given to offer , Mail to owner �. . 24. Recorded copy of Agricultural Acknowledgement Statement . ............. . I 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. ........ i� ................................. 28. Mobilehome utility clearance . ................. �:................. I 29. Documentation of legal access . ............... f 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 issue the permit, process as follows: _ ><Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation ?402!k ,� Date Acreage Applicant 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 permit issuance: (Circle new item not checked 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 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Installation Certificate: Residential CF-vR BUILDING OWNER: `/oyaE /V6R qA-/✓ BUILDING PEF11IT #: 73 BUILDING LOCATION: 3s�-� 64zo-z- �D4,de-� � An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the acual equipment installed. Note that the efficient/ and type of the appiiance installed must be equivalent or better than the acciiance specified an the Certificate of Comoiiance (CF -1 R). This certificate (or its equivalent) shall be prepared and signed by the persons) assuming overall responsibility for the appliance installation. I, the undersigned, verity that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition. 1 have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is fisted under Water Heating Systems. Heating Equip. CEC Certtfled Actual Distribution Duct or Heating Load Heating Type (furnace, Manuf. Make iii Efficiency Type and Piping Before Over- Equipment /heat sumo,. atc.) Model�N�u9mber (AFUF— etc.) Location � � R -Value Sizin Stuh) Caooacfty B�jtu}h) tiw1.410l� it - /.X�f� X d -5A 1 ])CXCT$ z CEC Cartffled Cooling Equip. Compressor Unit' Actual Distributfon Duct or Type'(air pond., Manuf. Make do Efficiency Typo and Piping heat sumo etc) Model Number (SEER) Location R -Value rLf 20/ya - 2 7SA 9 tihlpc9r-, iVQO r' i G� The building design heat loss and design heat gain rate have been determined using a method specified in Section 150(h) of t n y Efficien Standards. and are two of the criteria used for uioment stz' Qn.and sol nature Date HVAC Subontractor (Co. Nam4) ar General Contractor or Owner WATER HEATING SYSTEMS Energy External Water Heating CEC Certtfled Rated' Tank Factor ort Tank System Type Manuf. Make & Input (kW Capacity Recovery Standby Insulation storage gas. etc.) Model Number or Stuh) (gallons) Efficient Loss ( o) R -Value ti J^ r r t. For small gas storage trateo inputs 75.000 eturhn. electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters irateo input >75.000 etwhn, list Rated Input. Recovery Eificienoy Ana Stanaby Lcss. For Instantaneous gas water heaters, list Rates Inout and Recovery E±faency. For Instantaneous electric water heaters, list Rates Inout. FAUCET S & SHOWER HEADS All faucets ana snowerneaas installea are iisted in the Commission's Direc-pry of Candied Faucets and Showerneaas. pursuant to 11416 24. Part 6. Subc:taoter 2. Section 111. ` Sianature Date ?lumoing Subcontractor (Co. Name) or General Contractor or Owner THIS CETrIFICA'1T MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTIC' APPROVAL AN—D A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 Insulation Certificate BUILDING; OWNER: /I- A -f A -0J BUILDING M= ff : BUILDING LOCATION • 3 S15SP � f o 08 5- LAN E , 1:1� Description of Installation ROOF i Matr~w _ Thickness (inches) CEILING Brand N. ne Thermal Resismnc-- (R-V;due) Bart or Binnimt Type Brand Name Thickness (inches) _ Thermal Resisraar~ (R -Value) Loose FII Typer0.o47" Brand Name Conaactm's mmunum is weight/fr ;;J--tu lb Muiima thisiatess $%S� inches Manufacaaer's installed weight per squ2sr. foot to ac liveIrn=Mql O EResistance (R -Value) 'G? EXTRIOR WALL LLQ Thickness (inches). RAISED FLOOR Matrrial Thickness (inches) SLAB FLOOR Brand Name Thermal Resistanc : (R -Value) Brand Name Thermal Resismn= (R -Value) Material Brand Name Thickness (inches) Thermal Resismnce (R -Value) Width (inches) FOUNDATION WALL Mat. -w Thickness (inches) DecIdaration Brand Name Thermal Resistance (R -Value) I herebv ce:dfv that the above insulation was installed in the building at the above location in conformance with the csr r^t Building Eaei;y Efflicirnc r Standards for new r.siderual buddinsts contained in Title 34 of the California Administrative Code. Genesi Contra = tBuvaerr L==c Numoer 5ignaaue and T'ue Due _ -con rilnsuiauoninst�lerr Licz:ucNumoer J zz� /� ign nail Tide Dau: TRIS CERTIFIC.ITE MUST BE PROVIDED TO THE BUILDING DEPART'1-IM*tT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN TILE BUILDING. JANUARY 1993 ,...ten-.'-.. �ti... .— -. 1__- .... "`' "'f'.. .. , •�—._.. .. COUNTY OF BUTTE P41LDING 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 PERMIT N0. 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 Ayw REV 10/92 / �DpMq0 /)9iFg)vaDy 4�f la - 0 0 C� L p,M COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ou7 County Center Drive - Oroville, California 95965 - Telephone: 916 '538-7541 �^t APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBERZONA _/UD �OS� ('/1#.,3 BUILDING PERMIT OWNER 6 A4�t% TELEPHONE j45.nic4P� ► SO. FT. OCC/. BUILDING VALUATION WNER'S MAIING ADD _SS) 3 CONCTOR'S � r+(E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace ICA f 5-6 :> CONSTRUCTION LENDER UNKNOWN Total Valuation $ 78 LENDER'S MAILING ADDRESS Filing Fee $ 155.00 Permit Fee Plan Checking Fee Energy Plan Checking Fee $ /6f $ ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP _ Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 Building sewer Mobile Home S I G I W I 15.001 @ 15.00 TYPE OF WORK New _ Addition _ Remodel ` UJ,��ilities Installation Other Describe work: e0AJ✓E/lf 9 7-0 /.?G® Permit Fee Contractor ELECTRICAL PERMIT $ Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 20GATO t000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): )• I 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation. will do the work,and the structure is not intended or offered for sale. (Sec. 7044) CJ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURM ACDNS. ACC. / 3.66 sq.ft. NEW '-OUTLET NEW CESIO.P RANCH CIRCUITS) NO N.R ESID BR4NCH CIRC ITS @ 5.00 POWER APPARATUS o- I SINGLE OUTLET CIR. ) Al20 Ex. Occup( OUTLETS OR FIXTURES 76d FIXED APPLNS.OR Ex. Occup. OUTLETS IRESID.1 EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 13r - Permit Fee $ 30, oo — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 71 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such[Contractor provisions or this permit shall be deemed revoked. I certify that I have read this application•and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating`,. to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of But against all liabilities, judgments, costs, and expenses which may in y ay accme against said County in consequence of the granting of this pe It. Date Signature PP C Contractor C Agent An OSHA ion of structures over 3q stories in excavations over 5'0" deep and demolition or construct- Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 1164r Al)'m Cooling Hood 6.50 Ventilation ermit Fee $ 3 5 0 Mobile Home Installation Fee $ o Energy Inspection Fee 3SZ - $ 40� Occ CONST TYPE TOTAL FEE ,. HAz DFEES IMP FLOOD CDF PARr�eL PD HO ISSL 1/ This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 333 Receipt No. 1 COMPUTE. METHOD SUMMARY Page 1 C -2R Project Title.......... NORMAN/BERNUMDY Date........ 07/19/92; Project Address........ 3858 ADOBE LANE --------------------- OROV I LLE 4 CA 95 965 ?S- I % $_g Documentation Author... ROBERT A. MANGRUM � Bui,Pg permit�3; Company ................ PARADISE MECHANICAL _ Telephone .............. 916-877-8881 1 Plan Check / Date Compliance Method...... MICROPAS4 by Ener -comp, Inc. Field Check:/ Date Climate Zone........... 1'1 M I CROPAS4 v4.01 F i l e-1 NORMAN Wt h --CT Z 1 1 S9 2 Program -FORM C -y hR: i User#-MP134 User --PARADISE MECHANICAL. Run -1. NORMAN/BERNUMDY L=EASE CS ------------------------------------------------------------------------------------------------ - ISI I CfR:OPAS4 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance =. (kBtu/sf---yr-) Design Design Margin _ Spac::e Heating.......... 1.9.66 16.92 2.74 _ Space Cooling.......... 15.12 13.68 1.44 = - Water- Heating.......... 21.05 15.25 5.80 - Total 55.83 45.85 9.98 - Building complies with Computer- Performance GENERAL INFORMATION - - Conditioned Floor Area 864 sf U Building Type .............. Single Family Detached v Construction Type ......... New Building Front Orientation. Jon,'' 1.8�� deg (S) / Number- of Dwelling Units... 1 ;/ Number- of Building Stories. 1:5 Weather- Data Type.......... Rec: ucedYear. Floor Construction Type.... Slab On Grade (Package D) �/ Number of Building Zones... 1 Conditioned Volume......... 6912 cf Footprint Area ............. 864 sf / Ground Floor- Area.......... 864 sf Slab -On -Grade Area 864, sf. Glazing Percentage........./"14 of F' ` Average Ceiling Height..... 8" -ft SUM-COUNTT BUILDING DEPARTKNI APPROVED � COMPUTER METHOD SUMMARY Page 2 C -2R =============================================================================== Project Title.......... NORMAN/BERNUMDY Date........ 07/19/93 =============================================================================== | MICROPAS4 v4.01 File-1NORMANWth-CTZ11S92 Program -FORM C -2R | | User#-MP1342 User -PARADISE MECHANICAL Run -1 NORMAN/BERNUMDY BASE CS � _______________________________________________________________________________ BUILDING ZONE INFORMATION ____________ FENESTRATION SURFACES _____________________ Floor # of # of Vent Special Open Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) Type (cf) Units itioned Type (ft) (sf) HOUSE 0.88 _____ _____ ________ ______ Residence 864 1 6912 1.00 Yes Setback 2.0 n/a Metal Slider 0.65 OPAQUE SURFACES 2 Window 12.0 Area U- _______________ Insul Act Solar Form 3 Location/ Surface ______________ (sf) value R-val Azm Tilt Gains _____ ___ ____ Reference Comments HOUSE ______ _____ _____ ____________ ________________ 1 Wall 286 0.065 R-19 Jeo 90 Yes W.19.2X6.16 Window 2 Wall 204 0.065 R-19 ,270 -90 Yes W.19.2X6.16 0 3 Wall 286 0.065 R-19 / 0 90 Yes W.19.2X6.16 Slider 4 Wall 204 0.065 R-19' 90 90 Yes W.19.2X6.16 2 5 Roof 504 0.051 R-19 /' 0 0 Yes R.19.2X8.16 Door 6 Roof 360 0.035 R-30 0 0 Yes R.30.2X12.16 0 8 Door 20 0.330 R-n/a 180 90 Yes None Slider 9 Door 20 0.330 R-n/a 0 90 Yes None /2 Metal Slider 0.65 PERIMETER LOSSES Length ----------------- _______________Length F2 Insul Surface ____________ (ft) ______ Factor R-val Location/Comments ________ _______ HOUSE ______________________ 7 SlabEdge 120 0.720 R-0 FENESTRATION SURFACES _____________________ SC SC Interior Glass Int Shade Tilt Only Shade Description ____ _____ _____ ------------ 90 0.88 Area # of Frame Open U- Act Surface ___________ 0.88 (sf) Panes Type Type value Azm HOUSE 0.88 _____ _____ ________ ______ _____ --- 1 Window 12.0 2 Metal Slider 0.65 180 2 Window 12.0 2 Metal Slider 0.65 180 3 Window 24.0 2 Metal Slider 0.65 270 4 Window 12.0 2 Metal Slider 0.65 270 5 Window 16.0 2 Metal Slider 0.65 0 6 Window 9.0 2 Metal Slider 0.65 0 7 Window 2.0 2 Metal Slider 0.65 0 8 Door 10.0 2 Wood Hinged 0.65 0 9 Window 12.0 Metal Slider 0.65 90 10 Window 12.0 /2 Metal Slider 0.65 90 SC SC Interior Glass Int Shade Tilt Only Shade Description ____ _____ _____ ------------ 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 9O one 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 one 0.78 None 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 3 C - 2r-! Project Title ° o o n o 0 0. o o NORMAN/BERNUMDY Date. 4 n u o 0 0 o 07/ 19/4-3, M I CROPAS4 v4.01 Fi 1 e-1 NORMAN Wt h -CT Z 1 1 S9:' Program -FORM C -2R User#-MP1342 User -PARADISE MECHANICAL Run -1 NORMAN/BERNUMDY EASE CS OVERHANGS AND SIDE FINS ---Window-- ------Overhang ----- --- Left Fin --- ---Right Fin -- Area Left. Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 0 . 0 4.0 13.0 -.25 n/a n/a n/a n/a n/a n/a n/a n/a Window 12.0 .3.0 4.0 13.0 -.25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 16.0 4.0 4.0 9.0 -.25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 3e0 3e0 9.0 -.^O n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 2.0 1.0 2.0 9.0 -.25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door- 10.0-5.0 2.0 9.0 , ^O n/a n/a n/a n/a n/a n/a n/a n/a THERMAL. MASS ------------ Ar ea Thick: Heat Conduct- Surface Mass Type (sf) (in) Cap :ivity R -value Location/Comments HOUSE 1 Sl.abOnGrade 864 3.5 28.0 0.98 R-2.0 HOUSE FLOOR HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency ---------------- ---------•--- -- ----- HOUSE HPPac k: act e 6.6 HSPF ! .ie R -c i 1.000 HPPac k: age 9.70 SEER None R-0 1.000 i00 WATER HEATING SYSTEMS --------------------- Number- Tank Emternal in Energy Size Insulation Tank Type Heater'Type Distribution Type System Factor- (gal) R -value ------------- --------..----- ------------------- -------------- ------- .---------.---- 1 Storage l Electric Standard 1 0.864 82 R-12 1 r' WATER HEATING SYSTEM CREDITS ---------------------------- Solar- Pump Wood Wood Savings Energy Stove Stove System Fraction Included Boiler pump 1. Storage 0.60 Yes___r-__n/.a-_- n/a i SPECIAL FEATURES/REMARKS ------------------------ SOLAR SYSTEM HAS TWO 4X1O BLACK CROME PANELS WITH 82 GALLON STORE WALL MOUNTED NEAT PUMP COMPUTER METHOD SUMMARY Page 4 C—^R Project Title.od.ao..00 NORMAN/BERNUMDY Date.00.aodo 07/19/93 M I CROPAS4 v4.01 F= i 1 e—'1 NORMAN Wt h—CT Z 1 '1 S9 2 Program—FORM C --2F! User#—MP134 User --PARADISE MECHANICAL_ Run -1 NORMAN/BERNUMDY BASE CS f SPECIAL FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -IR Project Title.......... NORMAN/BERNUMDY Date........ 07/19/9:x; Project Address........ 3858 ADOBE LANE -------------------_...---. OROVILLE, CA 95965 1 Documentation Author... ROBERT A. MANGRUM I Building Permit # 1 Company ................ PARADISE MECHANICAL 1 1 Telephone .............. 916-877-8881 1 Flan Check: l Date 1 Compliance Method...... MICROPAS4 by Enercomp, Inc. 1 Field Check:/ Date 1 Climate Lone........... 1 l 1 I"IICROPAS4 v4.01 F-ile•-1NORMAN Wth-CTL11S92 Program -FORM CF= -IR 1 1 User-#-MP1342 User --PARADISE MECHANICAL Run -1 NORMAN/BERNUMDY BASE CS 1 --------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor- Area..... 864 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number- of Dwelling Units... 1 Number of Stories.......... 1 Floor- Construction Type.... Slab On Grade (Package D) BUILDING SHELL. INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments - -- ----------------------------------•- Roof o.(.-)51 Roof � � () 0.035 SlabEdge R-0 0.7 0 Door R-n/a 0,330 FENESTRATION ------------ THERMAL_ MASS ------------ Area Thickness -Type Exposed (sf) (in) Location/Comments SlabOnGrade No 864 3.5 HOUSE FLOOR Over--- Area U- # of Interior- Exterior- hand/ Framing Orientation (sf) Value Panes Shading Shading Fins Type Window Front (S) 24.0 0.650 2 None None Yes Metal Window Left (W) 36.0 0.650 2 None None None Metal Window Back (N) 27.0 0.650 2 None None Yes Metal. Door Back: (N) 10.0 0.650 2 None None Yes Wood Window Right (E) 24.0 0.650 2 None None None Metal THERMAL_ MASS ------------ Area Thickness -Type Exposed (sf) (in) Location/Comments SlabOnGrade No 864 3.5 HOUSE FLOOR ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Paqe 2 CF -1R Project Title.......... NORMAN/BERNUMDY Date........ 07/19/93 | MICROPAS4 v4.01 File-1NORMAN Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1342 User -PARADISE MECHANICAL Run -1 NORMAN/BERNUMDY BASE CS � _______-_______________________________________________________________________ HVAC SYSTEMS WATER HEATING SYSTEMS ' Number Minimum Duct Duct Thermostat Equipment Type _______________ Efficiency ____________ Location _____________ R -value _______ Type ____________ HPPackage 6.6 HSPF None R-0 Setback HPPackage 9.70 SEER None R-0 Setback WATER HEATING SYSTEMS ' Number Tank External in Q Size Insulation Tank Type Heater Type Distribution Type System factgr (gal) R -value Storage Electric Standard 1 864 EF 82 R- 12 SPEE+A��FEATORES1REMARkS CERTIFICATE OF COMPLIANCE: RESIDENTIAL_ Page 3 CF -1R Project Title.......... NORMAN/BERNUMDY Da'te........ 07/19/93 MICROPAS4 v4.01 File-1NORMAN Wth-CTZ11S92 Program -FORM CF -IR User-#-MP1342 User --PARADISE MECHANICAL. Run -1 NORMAN/BERNUMDY BASE CS --------------------------------------------------------------------------------------- C:OMPL 1 ANCE STATEMENT' -------------------- Th'iis certificate of compliance lists the building features and performance_ specifications needed to comply with Title -24„ Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. 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 section. DESIGNER or OWNER Name.... J. NORMAN/G. BERNOgDY Company, Address. Je58 ADOBE LANE OROVILLE. CA 95965 Phone... 345-9888 License. Signed.. _ % ZL ENFORCEMENT AGEN Name. Title Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. PARADISE MECHANICAL Address. 5796 CLARK RD. SUITE 16 PARADISE, CA 95969 Phone... 916-877-8881 Signed.. -Z) (late) - .. ' HVAC SIZING Paqe 1 HVAC Project Title.......... NORMAN/BERNUMDY Date........ 07/19/93 Project Address........ 3858 ADOBE LANE. OROVILLE, CA CA 95965 Documentation Author... ROBERT A. MANGRUM | Building Permit # | Company................ PARADISE MECHANICAL | : Telephone.............. 916-877-8881 1 Plan Check / Date | Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 ---------------------- i -------------------- | MICROPAS4 v4.01 File-1NORMAN Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1342 User -PARADISE MECHANICAL Run -1 NORMAN/BERNUMDY BASE CS | GENERAL INFORMATION ___________________ Floor Area................. Volume..................... Front Orientation.......... Sizing Location............ Latitude................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 864 sf 6912 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No Yes 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- 180 deg (S) Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 8080 3625 Glazing Conduction............... 3146 2045 Glazinq Solar.................... n/a 4039 Infiltration..................... 3932 1614 Internal Gain....,............... n/a 1100 Ducts............................ 0 0 Sensible Load.................... Latent Load...................... Minimum Total Load 15158 n/a 12423 3727 15158 16150 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Point System Summary: Climate Zone 11 Point Scores 1. Ceiling Insulation or, -145 R -value [All U -value [0.028) . 2. Wall Insulation IQ or R -value 1191 U -value [0.0651 3. Raised Floor Insulation or R -value (191 U -value (0.0371 4. Slab Edge Insulation or R -value 101 F2 ta=10.751 Infiltration Any Ducts in Unconditioned Space? ( Y / N) (Yj S. Fenestration Heat Loss �•%� � 3 Aw U -value 10.651 Total Fenes.1161 7. Fenestration Heat Gain % Fenestration SCshade Eff. % Fenes. Shade Eff. Ratio North I. / x �% = S• East x = z 470-, g (9 South x = � it West x = A . Skylight x = Overhangs? ( Y / N ) 8. Interior Thermal Mass f'G or .... L % Exp. Slab 1201 Int. MazwCFA 9. Exterior Wail Mass Ext. Wag Maas 10. Heating System Wa • g x s%.3 _ AFUE or HSPF Duct Etfic.11 story: Efteeave AFUE Zonal Control (78?a 6.i 0.83: 2+ s1pry: 0.881 or HSPF Adjustment 101 11. Cooling System /a t X - SEER (10.01 Duct Effie [1 story: Efteeave SEER Zona♦ Coiwi t l 0.81: 2+ story: 0.871 Adjustment 101 12. Water Heating System 1 �� , %*7 Heater Type Energy Fac43r Ext. Ins. R-vatue Auwiiary Intut Distribution (SG501 • [0.531 1121 (None) ISTD1 System 2 Heater Type (None) Energy Factor Sum 1-6 _7 V-9 O wnrno Ext Ins. R -value Auxwtiary Input Distribution Pont Total: 1. Ceiling -Insulation 4. Slab Edge Insulation Number of stones Number of Stones R -value One Two Three` R -value R-0 One 0 Two 0 Three 0 5. Infiltration (Duct Air Leakage) R -o -74 -48 -27 R•19 -5 -4 .2 R-5 6 4 2 Duas to Urtconarttorted Shiva 0 R-30 -1 -1 0 R-7 7 4 2 No Dein Unc rdawned Soave 3 R-38 0 0 0 6. Fenestration Heat Loss 2. Wall Insulation sing 8• Single' 1.1 -Value Family Family pwlCi- Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 R -value Detached Attaatea Farntty Pemem or to to to to to to to to to to to to to to or Fenesumon more 130 1.20 1.10 1.00 .90 .80 .75 70 65 60 55 .50 45 40 less R-0 -72 •57 -43 509. -100 •76 •69 -62 •55 -48 -41 -38 -34 •31 -27 -24 -20 •17 •13 -10 R-11 -7 -6 -4 9f: •77 -58 •52 -47 -41 •36 -30 •27 •25 •22 -19 -16 •13 .11 -8 -5 R-13 •5 -4 -3 35% -66 49 44 -39 •34 -29 •25 •22 -20 •17 •15 •12 •10 •7 -5 .3 R-15 •d .3 •2 30% -54 -40 -36 •31 -27 •23 •19 -17 •15 •13 •11 -8 -6 -4 •2 0 R-19 0 0 0 28% •50 -36 -32 -28 •25 -21 •17 -15 •13 •11 -9 •7 -5 •3 •1 1 R-21 1 1 1 26% -45 -33 -29 •25 -22 -18 •14 -13 -11 .9 •7 .5 .4 .2 0 2 24% 41 -29 -26 •22 •19 •16 -12 -11 -9 -7 •6 -t -2 •1 1 3 3. Raised Floor Insulation 227. -36 •25 -22 -19 •16 -13 -10 -8 -7 -5 -1 .2 -1 1 2 4 Iaswatlon In Floor 20% -31 •22 •19 •16 •13 -11 -8 -6 -5 ••r -2 •1 1 2 3 5 18% 27 18 -16 13 -11 8 4 3 1 1 2 3 4 6 Number of stones 16% •22 •14 -12 --t0 •8 -6 •3 •2 -1 0 1 2 3 4 6 7 R•value One Two Three 14% 12% •18 -13 -11 -7 •9 -6 -1 .4 .5 •2 -3 -1 .1 1 0 2 1 3 2 4 3 4 4 5 5 6 6 7 7 8 8 9 R•0 -14 -9 .5 R-11 -3 •2 -1 10% -8 -t •2 "1 1 2 3 4 5 5 6 7 8 8 9 10 R-19 0 0 0 8% 4 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 R-30 2 1 7. Fenestration EN Nord % .87 .67 Fen- or to I esn- more .86 1 185: -5 -4 16% .4 -4 14% -4 -3 12% -3 -2 11% -2 -2 109. •2 -2 9% '-2 -1 8% •1 •1 7% , 1 6% 1 5% •1 0 4% 0 0 3% 0 0 2% 0 0 1% o% Certificate of Compliance: Residential Climate Zone 11 ProjectTltle Project Address Documentation Author Telephone BUILDING DATA Conditioned Floor Area Number of Stories Slab/Raised Floor Number of Units [ ] Single Family Detached (SFD) [ ] Addition Alone ( ] Single Family Attached (SFA) [ ] Existing Building ] Multi -Family (MF) [ ] Existing -Plus -Addition BUII.DING SHELL INSULATION Component Insulation LocatiiorVC,omments Type R -Value (attic, to garage, typi:rL em. Roof ............. Roof ............. Wall .............. Wall............ Floor ............. Floor ............. Slab Edge ....i FENESTRATION Shading Devices Building Permit M Cbedted B y / Date Enfomanent Aeeaev Use Onlv Area % North East South West Skylight Total -Eenestration Area Type Interior Exterior Overhang Framing Type Orientation (Sf) (single, double) OoUer blind eta) (shadeacreem eta) (yes/no) (mcudtwood) North ( ) North ( ) East ( ) East ( ) South ( ) South ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile. etc j (sf) (inches) Location/Descr ictlon (kitchen. bath. etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Locadon Duct Heat Pump conditioner. heft pulnp) (AFUE,SEER.HSPF) (auic,etc.) R -Value Thermostat Tyne (split or nkvl IIOT WATER SYSTEMS Tank R Value �vstt:m Type (stora¢e gas, etc.) Caoacity Number Energy Factor Ext- Tank Ins . TN ¢tri h„r; nn SPECIAL FEATURES/REMARKS Heat Gain (based on Snaoe Eftectrveness Rano) Si or less .87 or more 1651 .67 .52 to to .86 .66 .51 or toss .87 or more South .67 S2 10 10 .86 .66 11 .51 or less Wen .87 .67 .52 or to to more .86 .66 .51 or less skylight .67 .66 or or more less -2 -21 -20 -15 -12 -26 -23 •16 •12 .36 •32 .23 •16 -75 -50 •i -18 -16 -13 .10 -21 -19 •13 -9 •31 •27 -19 •14 -05 1d -1 -14 -13 •11 -8 -16 -14 -10 •7 -26 .23 •16 •11 •55 -38 -1 -11 -10 -8 •6 -12 -10 .7 -4 •21 -18 -13 -8 -46 •31 0 10 9 .•7 -4 10 8 5 3 19 -16 •11 7 41 26 0 8 8 8 8 5 5 7 9 9 2 16 -14 9 b 37 •ZS 0 .7 .7 .5 .4 .6 5 .3 •1 •14 .12 -8 •5 .32 .22 0 -6 -5 •4 .4 •4 .4 -2 0 •11 -10 -6 -4 -28 -19 0 -5 -4 -4 •3 •3 -3 -1 0 •10 -8 -5 -3 -24 -17 0 -4 -4 -3 •2 -2 .2 •i 0 -8 -7 -4 •2 -20 •14 0 •3 -3 -2 -2 •2 -1 0 0 •6 .5 •3 •1 •16 •12 0 -2 -2 -i •1 -1 •1 0 1 -4 � •2 0 -12 •10 0 •1 -1 .1 0 0 3 0 1 -2 -2 0 1 -9 •7 1 0 3 0 0 0 0 1 1 0 0 1 2 -6 -5 1 1 1 1 1 0 0 0 0 1 1 2 2 •3 •2 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 'helrmal Mass M -on -grade Construction Only) One Ston 0 Two Stones Three Stones .3 4 .2 1 -2 7 .1 -1 17 13 10 0 0 1 13 1 1. 3 14 2 1 4 +6 3 2 5 HP 3 2 6 to 4 2 8 HSPF HSPF 5 3 9 +5 6 3 10 6.8 6 4 Method B 0 ah Floor 0 Raised Hoar "rigs 6.8 1 Stones Two Three One Two Three -8 -0 .1 -1 0 -7 -6 0 0 0 -6 -5 1 1 1 -5 -4 2 2 2 -3 .1 4 4 5 .1 1 6 6 6 2 4 8 8 8 3 5 9 9 9 '6 • 5 11 10 10 6 7 13 13 13 6 8 14 14 14 7 9 15 15 15 8 10 16 16 16 9 11 18 17 17 r Wall Thermal Mass Single- Single- Multi Family Family Family 0 0 0 3 3 2 7 5 4 9 8 6 12 10 7 14 12 9 17 13 10 18 14 11 21 17 13 23 18 14 24 19 14 10. Heating -System Houses With Ducts (R-4-2) Hose Size (R2) Sutnatal SEER Water Hunng than to Houses With Duets (R-4.2) 1000 1499 -30 Sala PGtg .25 or •24 to 44 to -4 to .610 16 or AC AC Sum of 1.6 -15 •5 +5 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - HSPF HSPF less -15 .5 +5 +15 more 781. 6.8 6.6 0 0 0 0 0 0 801. 7.0 6.8 1 1 1 1 0 0 85% 7.4 7.2. 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 -29 -23 Effective AFUE or HSPF •4 0 6.0 (AFUE or HSPF x duct efficiency) -16 Eftearve -9 -6 -2 0 Sum of 1.6 6.8 -7 Gas SoM Pkg •25 -24 •14 -4 +6 16 AFUE HP HP or to to to to or 9.0 wsPF Kw less -15 -5 +5 +15 morn One Story House 9.7 9 7 5 3 1 0 33% 2.9 2.8 -62- A3 -44 -34 -25 -16 40% 3.5 3.4 -40 -34 -28 -22 -16 -10 501. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 52 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 1.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 9.7 6 5 4 2 33% 2.9 2.8 •69 .58 48 -37 -26 -15 40% 3.5 3.4 -46 •39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 .13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 So% 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Comrol Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Adjustment for No Talc loss"do l Number of Wear Hans Water heater Tvoe One Two SG50 •2 •5 SG: S •3 -0 SE •5 -0 HP •2 .4 Howe Sba Adjustment Houses With Ducts (R-4-2) Hose Size (R2) Sutnatal SEER Water Hunng than to Sum of 7.9 1000 1499 -30 Sala PGtg .25 or •24 to 44 to -4 to .610 16 or AC AC toss -15 •5 +5 .15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 4 8 Effective SEER Al 0.48 .2 (SEER x duct efilciency) -12 -7 EM SEER Sum of 7.9 3 6 5 Sala PcX;j -25 or -24 to -14 to -4 to +610 160f AC AC less •15 -5 +S •15 more One Story House -41 32 -19 5.0 4.9 -29 -23 •17 -11 •4 0 6.0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 -6 -4 •3 -i 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 i6 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House •22 .14 .19 46 5.0 4.9 -35 -27 •20 -13 •5 0 6.0 5.8 -21 -17 •12 -8 .3 0 7.0 6.8 •11 A -7 -4 .2 0 8.0 7.6 -4 .3 .2 -1 •1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 126 i6 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 i6 it 7 3 0 Adjustment for No Talc loss"do l Number of Wear Hans Water heater Tvoe One Two SG50 •2 •5 SG: S •3 -0 SE •5 -0 HP •2 .4 Howe Sba Adjustment 1500 Hose Size (R2) Sutnatal less 1000 Water Hunng than to Point Scare 1000 1499 -30 117 •5 .25 -il .4 -20 -11 •3 -15 A •3 -10 -0 •2 . .5 .3 .1 0 0 0 S 3 1 to 6 2 iS 9 3 20 11 3 25 14 4 House Slse Adjustment Hose Site (it.) Subtotal 1500 2000 Wats► Malang to or Poen Score 1999 mora .30 0 3 -25 0 2 -20 0 2 -15 0 1 -10 0 1 .5 0 0 0 0 0 5 0 0 10 0 -1 15 0 •1 20 0 .2 25 0 -2 Zonal Control Adjusenent All 6 5 4 2 1 0 12. Water Heating One Water Heater - No AaZllary CzsdUs Oitnlermrt Sy=wn2 Pam e Svstsms Water Cumatta Erta V STD HWR Rea No Tk wr DOM Hemer Tvoel Zones Factor POU Insul 0111 SG50 Al 0.53 0 3 1 -0 .5 0 0.63 5 8 6 -4 0 5 0.73 8 11 9 0 4 8 SG75 Al 0.48 .2 1 -1 -12 -7 -2 0.58 3 6 5 -5 -1 4 058 8 -1 3 7 SE Al 0.87 -2D - -17 -41 32 -19 0.93 -17 -0 -13 38 -28 -16 la, Al 0.80 2 5 3 IE Al 0.93 -21 -12 HP 6.11,13.15 1.81) 4 7 5 -5 -1 4 Two Water Hearars - No Anodaary Cretins SGSO Al am .7 .4 -6 -17 .12 -7 0.67 1 5 3 -0 -4 1 0.73 6 to 8 -2 2 7 SG75 Al 0.48 -12 -0 -it -22 -17 -12 am -1 3 0 -11 -6 -1 0.68 6 9 7 .4 1 8 SE Al 0.87 •22 .14 .19 46 -35 -22 0.93 .16 .7 •12 -39 -28 -15 :G Al 0.80 1 •i .3 1E Al 0.93 .21 -12 HP 6-11.13,15 1.80 •1 3 1 -10 -6 0 Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrlse reslpentlal buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may tie superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is incorporated into the permit documents, the features noted shall be considered by all parries as binding minmum component performance specifications for the mandatory measures whether they are shown eisewnere in the documents or on this cheddist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. ' §150(c): Minimum R-13 wall insulation In framed walls (does not apply to extenor mass malls). • §150(d): Minimum R.13 raised floor insulation in framed floors: minimum R-8 in concrete raised floors. §1500): Slab eaoe insulation - water absorption rate no greater than 0.3%. water vapor transmission two no greater than 20 oemvinch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors ana winnows between condwoned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products nave label with certified U -value. and infiltration certification. c. Exterior aoors and windows weatherstnpped: all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces nave: a. Closeable metal or glass door b. Outside air intake with damper and control a Rue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC eauioment. water heaters. snowerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §150(1): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenovextertor insulation (R-16 or greater). 2 First 5 feet of pipes closest to water heater tank, non-recirculatino systems. insulated (R-4 or greater). 3. All buried or exposea piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping Insulated between heating source and indirect hot water tank. • §150(ml: Ducts and Fans 1. Ducts constructed. installed and sealed to comply with UMC Sections 1002 and 1004: ducts insulated to a minimum lnstalleo value of R-4.2 or oucts enclosed entirely within conditioned space. 2. Exhaust tan systems nave backdrah or automatic dampers 3. Gravity venuianno systems serving conditionea space have either automatic or readily accessible. manually operawo dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is cenfieo wlm 78% thermal efficiency, on-off switch, weatherproof operating instructions. no electric resistance neauno and no pilot light. 2 System Is instailea with: a. At least 36' cipe oetween filter ano heater for future solar heating. b. Cover for outpour coots or outdoor spa. 3. Pool system nas clrectionaf inlets and a circulation pump time switch. §115: Gas-rireo centra furnace, pool neater, spa neater or housenold cooking appliance have no Continuously during p,iot light. (Exception: Non -electrical cooking appliance wnh pilot < 150 Btwhr.) Lighting Measures § 150(k): 40 lumenswar, cr oreater for general lichtino In kitchens and rooms with water closets: and recessea ceiling fixtures i,;insulation coven approves. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compty-with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this Certificate of compliance is submitted for a single building plan to be bull in multiple orientations, army shading teatwe that is varied is indicated in the Special Features/Remaiks section. Designer or Owner (pow Busnn.0 i Prollmsfons code) Name: Tide/Firm: Address: Telephone: Lic. t: (signature) Enforcement Agency Name: Title: Agency: Telephone: (date) (signaturerstamp) . (camel Documentation Author. Name: Tide/Firm: Address: Telephone: ?77 - (date) e BUILDING DIVISION 1 -----COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 0Z11 - Z100, D5O ZONING A rlyll c& N©�M �PHONE OWNERear , &rNoUd!� NO5- X8(Q38 .3ymoo- OWNER'S ADDRESS 385e Q' l> GYMe LOCATION OF BUILDING USE OF BUILDING r `)(SeS AN t) fi -N e.ee SIZE OF STRUCTURE 3 X 3 a (3�� SO. FT. Lj � +Ij 1 O X3!0 A W AJ i NCa (� TYPE OF CONSTRU TION: WOOD FRAME STEEL CONCRETE OTHER (Spedlfy) P 011 TYPE OFSIDINGROOF OV.CyY��,'IINNG/ FLOOR TYPEp ��e4 AAJD Q C0 ESTIMATED CO OF CONSTRUCTION $ 9 d©o AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: i FRONT 5-0 SIDES l 0 REAR / O / AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necess y permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy.44 / l /� Date (D / %--� Signature of Owner Permit Fee - $69-66 50103— The above described AG Bui ding is exempt from a building permit. Receipt No. / / 3-1-35 �FnPARCEL P D R007 ISSUE Manager Building Divisi By Date q3 White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant Count Department of Development Services PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 June 14, 1993 Joyce Norman 3858 Adobe Lane Oroville, CA 95965 Re: Administrative Permit, AP 041-400-050 Dear Ms. Norman: Cp�� guzO1kc° a �� JUN � 6 Enclosed is your validated Administrative Permit No. 93-15 to allow a senior citizen dwelling no larger than 1200 square feet for 1 or 2 persons 62 years or older on property zoned AR -MH -3 located on the south side of Adobe Lane, Oroville. Every Administrative Permit expires and is automatically null and void without further action by the County if the Activity or use for which the Administrative Permit was granted has not been actively and substantially commenced within one year of the date of its final approval. Should you have any questions regarding this matter, please contact this office. Sincerely, Paula S. Leasure Assistant Director of Planning PSL:lr Enc. cc: Land Development Derision Building Division ✓ Environmental Health Department of Forestry ADMINISTRATIVE PERMIT BUTTE COUNTY PLANNING DEPARTMENT .Tune 15, 1993 PERMIT NO. AP 041-400-050 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Joyce Norman is hereby granted an Administrative Permit in accordance with application filed: 4/8/93 to convert a shop/garage into a senior citizen's residence on property zoned AR -MH -3 located on the south side of Adobe Lane, Oroville. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Section 24-62. 2. Unless otherwise provided for in a condition to an Administrative Permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If any use for which an Administrative Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the permittee, the permit shall be come null and void and reapplication shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. The "living area", meaning the interior habitable floor space area of a dwelling unit including habitable basements and attics, but not including a garage or any accessory structure, shall not exceed 1,200 square feet. 2. The senior citizen dwelling unit shall be for the sole occupancy of one (1) adult 62 years of age or over or two (2) adult persons, one of whom is 62 years of age or over. An affidavit of compliance with the age requirements of this section shall be recorded in the office of the Recorder prior to issuance of building permits. Said affidavit shall include the legal description of the lot or parcel and shall constitute a covenant running with the land, binding upon the original owners and their heirs, successors and assigns, limiting the occupancy of the senior citizen dwelling unit to the conditions described in this section. ;4 3. The senior citizen dwelling unit shall not be sold as a separate unit unless a parcel containing the unit is created in compliance with the existing zoning and subdivision ordinances and the resulting density is in conformance with the General Plan. 4. Two off-street parking spaces shall be provided for the senior citizen dwelling unit in addition to the parking spaces required for the primary dwelling unit. 5. Adequate sewer and water facilities shall be provided subject to the approval of the Environmental Health Department. 6. All site development standards as required by the zoning district in which the unit is located shall be met. 7. The Senior Citizen Dwelling unit shall be a conventionally constructed building or a mobile home that complies with the National Manufactured Housing Construction and Safety Standards Act of 1974, except that in the "A", "FR", and "TM" series of zones a mobile home, as defined in Section 24-21.28, may be used. Travel trailers and recreational vehicles shall not be allowed as a Senior Citizen Dwelling Unit. 8. Pay $200.00 into the Battalion 1 water tender fund. 9. New dwelling shall meet fire safe regulations of PRC 4290. 10. The approval of this permit constitutes approval only to the extent that the project complies with the Butte County Code and all other applicable regulations. 11. The requirements of all concerned governmental agencies having jurisdiction by law, including, but not limited to the issuance of appropriate permits, shall be met. 12. Minor changes may be approved administratively by the Director of Development Services upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. NOTE: Issuance of this Administrative Permit does not waive requirement of obtaining Building and Health Department permits before starting construction and their approvals prior to use or occupancy, nor does it waive any other requirements. CC: Land Development Division Building Division Health Department Department of Forestry Butte County Assistant Planning Director VoY�� �Ye�.4A�% /�D/lyli¢ .�-,eNdrtvjo 3�.tQ 4006- ZOWC 4/DD-DSD-DOO I , 3 A.P-P R DEVELOPMENT PLAN DATE E .... ..�.+= 1 ■.rte 696P ERmrr ✓ ._ VARIANCE BY b d C- I 300 �t co s a i 1 Ej(/STi�tJs S%id��c��/Ci4li� C DU-rT Z t AlUD s�prX i H '��k%etulW to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT �C FOR RESIDENTIAL DEVELOPMENT on 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent r� 93-0269221 to land or included within an area zoned I for agricultural purposes, and residents Recorded I of this property may be subject to incon- Official Records 1 veniences or discomfort arising from the County of I use of agricultural chemicals, including, Butte 1 but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder 1 of agricultural operations including, 11:02am 25 -Jun -93 I but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Rec Fee Cash PUBL XX 8.00 8.00 Butte County has established agricul- agricultural purposes, and -residents prepared to accept such inconvenience All 'that .real .:property.*., situate in . the County of Butte, State of California, described as follows: Date: 7;Qf&A1e PROPERTY OWNERS: State of �' �) On this the214 day of 19 before me, the SS. undersigned Notary Public, sonally appeared County of 9&114_0 ) =@Q:NOTARY CIAL SEAL Personally known to me.�roved to me on the basis E ROLLINS of satisfactory evidence. UBUC CALIFORNIA to be the perso whose namrrEcouNrr subscribed to the within instrument and acknowled ed that xpires Nov. 18, 1994 $ executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A. P. No. 40!/- DOv Notary Public ORDER NO. BU -132451 TB DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED. IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE .OF CALIFORNIA, ON MARCH 31, 1978, IN BOOK 65 OF MAPS, AT PAGE(S) 59 AND 59A. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A 60 FOOT STRIP OF LAND, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 31, 1978, IN BOOK 65 OF MAPS, AT PAGES) 59 AND 59A, AND RUNNING THENCE NORTH 88 DEG. 24' 56" EAST, A DISTANCE OF 1587.77 FEET TO A POINT IN THE WEST LINE OF CLARK ROAD AND THE END OF SAID CENTERLINE. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET WIDE IN PARCEL 1, AS SHOWN. ON THAT CERTAIN PARCEL MAP, _- RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 31, 1978, IN BOOK 65 OF MAPS, AT PAGE(S) 59 AND 59A. PAGE 5 AFFIDAVIT BUTTE COUNTY CODE SECTION 24-202 SENIOR CITIZEN RESIDENCE TO BE RECORDED BY OWNER Property Owner 170-1 Owner's Address YS -3T AoO 6- IW -..JF Administrative Permit Number Property Address Property Description Attached as Exhibit "A" I, Joyce Q,e ,off14-44414 AEOlo /declare, subject to the penalty of perjury, (Property Owner's name that the Senior Citizen Residence is occupied by one (1) adult sixty-two (62) years.of age or over or two (2) adults, one of whom is sixty-two (62) years of age or over.- Signe ao: n Dated �11'�,'3 Notarized by: 61 0e� at of rH OFFICIAL SEAL JANE ROLLINS o r� NOTARY PUBLIC - CALIFORNIA BUTTE COUNTY C'aIIFOAN�P My Comm. Expires Nov. 18, 1994 AFFIDAVIT BUTTE COUNTY CODE SECTION 24-202 _SENIOR CITIZEN RESIDENCE TO BE RECORDED BY OWNER Property Owner / 0Y,,c- / V 6Qk4--AJ � ��R �!�- 47eA d9.d� Owner's Address AKT Ad e,3 6- IAF Administrative Permit Number Property Address 3p.5e- A),w— 1 f - Property Description Attached as Exhibit "A" I, JoycE �10010 /declare, subject to the penalty of perjury, r .-. fCounty of On efore me, _-,m- t e_ , DATE NAME, TITLE OF OFFICER - E.G., -JANE DOE, NOTARY PUBLIC - personally appeared -7'0 1�L`e, /41)0/ii//ttz/ f !;� I?eA Ale) - I NAME(S) OF SIGNER(S) L ❑ personally known to me - OR -�ved to me on the basis of satisfactory evidence to be the peraw4s) whose names) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed >h OFFICIAL SEAL the same in his/her/their authorized pl . cJPE% • •, P JANE WILINS ca aci � ies , and that by his/her/their - - NOTARY PUBLIC CALIFORNIA s` natures on the instrument the person s BUTTE COUNTY or the entity upon behalf of which the person s) Mi Comm Expires Nov 18, 1994 acted, executed the instrument. Witness my hand and official seal. OF NOTARY CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL(S) ❑ CORPORATE OFFICER(S) TITLE(S) ❑ PARTNER(S) ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ SUBSCRIBING WITNESS ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) ATTENTION NOTARY: Although the information requested below is OPTIONAL, it could prevent fraudulent attachment of this certificate to unauthorized document. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Title or Type of Document Number of Pages Signer(s) Other Than Named Above Date of Document -------------------- 0 1991 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave. • P.O. Box 7184 - Canoga Park, CA 91304.7184 Y BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One Form Per Building) - i School District �y� OSS AlAxltl Building Department No. A.P. NumbertX�/- diction 0 City County Property Owner 7ZT( , P— f Property Location/Address AJ Subdivison Lot No. Q Residential Development0 Sq. Footagey 0 N . oo� f Living MHI Addition (Group R) t Units Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) 1171L' Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. %O/O 4. School District certifies that /w (Applicant) (Street Address) (Phone Number) !!�7-..y 95�r& ec' (City) (State) (Zip Code) has complied with the requirements of Resolution No. gzp- dc' ' by payment of $ -4,0 representing square feet. District Representative Date Paid by Check Number Remarks: Bank Number Paid by Cash If, subsequent to'the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS (9�)PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 figN 92-4415 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-40f#TELEPHONE ZONING ARMH3 BUILDING PERMIT OWNE Kay & Gerald Walker 342-1241 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3858 Adobe Ln Oroville 95965 1368 M 24.624 720 C 9,360 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace A 1,500 Total Valuation $ 35,484 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEERLICENSE No. Filing Fee $ 15,00 Permit Fee $ Zeim �o Plan Checking Fee $ d o 7 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 3858 Adobe Ln Oroville Permit fee $ Z PLUMBING PERMIT Filing Fee 15.00 Each Trap 41 5.00 20.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome❑ Other Garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Otherg] Describe work: ('nnvert ag exempt bldg _ Permit Fee $ -00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2000A OR LESS 18.50 1.6. 50 CONTRACTORS LICENSE LAW declare under penalty of perjury (Check one): Fl am licensed under provisions of Chapt. 9, Div. 3 of the BuSlnesS and Professions Code and my license is in full force and effect. License No. Classification RIO -1, as the owner, or my employees with wages as their Sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. ( DWELLING OCCUPM 3.64sq.ft.I OR ADDNS. ACC.BLDGS. NEW CONSTR. U TI.OUTLET NON-RESID BRANCHCIRC ITS @ 5.00 (POWER APPARATUS 6) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ , WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation N'sd Permit Fee $-50 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against ,ecounty in onsequence of the granting of this permit. ,, X a �� 7i� Date Z- �y Signature of Applicant — Owner LJ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep d demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE®' I TOTAL FEE $ 3-95 HAz 1 0FEES I IMP FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provi sions of the Butte Cou ode and/or resolutions to do j work indica ab f which fees have been paid. IR OF PUBLIC WORKS qr BY Date c;)—/ P EXPIR S Date QL `'! % —Q�— Receipt No. 3D 3 6 '�-D� S /– 3� 30_ WNITE-D.P.W., 7ELLOW-ASSESSOR. PINK-IN9PEDTOR, CO ENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT, OF PUBLIC WORKS ERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 G —C ` f, APPLICATION AND PERMIT ASSESSOR PA3C E�� Jt BER `/ ZONIN /,�A�1-��f(F�-;j BUILDING PERMIT 7 w�L�G / �J e, �� E'—P" SQ. FT. OCC. BUILDING VALUATION OWNER'S Al IN ADDRESS _ 7 3L 0 G CONTRACTOR,'S NAM TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace I t D Total Valuation is LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 155,00 Permit Fee Plan Checking Fee . ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING AD RES ry L�� �� ?S Permit fee $py- PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00jo20-0Z) Solar or heat pump water heater 20.00 LOT NO, SUBDIVISION NAME PARCEL MAP Water piping 7.00 , 00 Each qas water heater or vent 7.00 USE OF STRUCTURE!�� SF EJ Duplex❑ Mobilehome❑ Other 6AI?,d 6_ SPECIFY. Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 ,0 Mobile Home S I G I W 015.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitiiees ❑ Installation Ci Other Describe work: ��y A& GXE�t07— _ �_ - Permit Fee $57,00 f Contractor ELECTRICAL PERMIT Fi!ingFee 15.00 I Main service 600VORLESS 200A OR LES 1 18.501/ r CONTRACTORS LICENSE LAW declare under penalty of perjury one): I_. 1 am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. Classification _ Lj I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) Lj I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000Al 37.50+ I NEW CONST. DWELLING Occup.&I 3.54sq.fr. ,�1 OR ADDNS. ! ACC. BLDGS.(check NEWCO NSTFR ULT' -OUTLET 5.00 NON•P.ESID BRANCH CIRC 'ITS (POWER APPARATUS tri SINGLE OUTLET Ex. Occup( OUTLETS OR FIXTURES 1 20 @ 75e RA Ex. Occup. OUTLETS IPRESID IED APLNS.REA.� I 3.00I Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring I 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating a Cooling Hood 6.50 Ventilation 15P S—V Permit Fee 3 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permi p' X Date v 2 7 Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is re uired for excavations over 5'0" de ion of structures over 3 stories in height. P nd demolition or construct- Receipt No. — 20f), � 3o 3p Mobile Home Installation Fee S Energy Inspection Fee $ Occ I CONST TYPE I I TOTAL FEE $Q� MAZIDFEES IMP FLOOD cDF PARCEL D ND ssue This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY _ Date PERMIT EXPIRES Date WNIrE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDS OD -APPLICANT COUNTY OF BUTTE BUILDING DEPT FEB 10 1993 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance r I- . �d oN1,)' Hot Han Attach,d Floor Pkm Auacha�i.=.t.: �— l Scat to H.D. / 0 L f �.cl� � c��&3- AJA, J,. 11-310—,50 Owner / Location AP// Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well t! Clearance for bedroom +nig home. Other 7:5L 0 Hold final for: Final clearance O.K. for; NOTE: Environmental 8/92 lth Specialist Date .R 'Fye �.� � . , v. ,.,;,... �.�• i ri. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 0. 37) i Proposedoo Building Use /1-& S Building Inspector Date Z e/ �J �- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1 All items have been submitted. . . . . . . . . . . . . . . . . . . . . . . . lot plans, 3/4 sets, signed by preparer of plans . .......................... 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. 48 -Engineered truss details and layout in duplicate (required prior to plan check). .... _Mobilehomeyd�ta and r nufacturer's installation instructions, 2 sets. ........... Feesof $ 3 U ......................................... . 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees....... . !Flood elevation letter (100 year flood) � byy,,,,California Engineer . ................. . 14. Sanitation and plot plan approval O/ -6U Health Department. ........... ' 15. 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: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for to Buil inginspon eque—ts required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 1028. . Owner -Builder Verification (Given to owner , Mail to owner _). .......... . . Recorded copy of Agricultural Acknowledgement Statement./! ................ . Letter of signature authorization . ................... �� ................... r Copy of recorded deed of parcel creation and 60 right of way to a public road. . . *+ Letter of intent on building use. Aa ..11 ?- . > .�/ ...... • • ..... • • , • , , • • /' Mobilehome utility clearan-- .................... 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/expire permits. (........ . Plan check list. ...ItI� . ..I. �25�a3...................... . 33. 34. When yin issue the permit, process as follows: Tail to owner. Mail to contractor. Telephone -352 jZ / and hold for pickup at office. Deliver with inspector. r, Other Parcel Creation � � y� Acreage Applicant ate 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 1. Index permit for above items No. 2. Additional items required: new item npf checked above). Contractor, designer, owner, was advised of above required data by 1/phone —mail Counter by/-J�bate Contractor, designer, owner, was advised of above required data by _ phone —mail ounter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ),IF, COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name ander bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) �}iei 2. I (have/have not)�j,�_,1�.2� signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. A. I plan to provide portions of this work, but •I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner 4Z-0-0_ Social Security Number Date %y — 2_5;z 9 z NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 o -f -.the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. [, J1,1010 2d- j-orl gli!l,QMfG DEPT JAN 15 1993 HOP f-- suffe CountY 91jivironmental Health a_' ---9� Date I JAN 27 '93 14:55 NM&R ARCHITECTS - CHICO, CAL. P.1/1 Load Unif. Point Length Fs (psi) F6 (ksi) L/? a b Allow, Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (&]f) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 8 Uniform Load L1 with Any Point Load & Partial Uniform Load L2 To The Right Of F FLOOR OL1 0.011 0,047 13.55 95 1,450 1,700 240 4,50 9,05 .0% JOIST DL2 0.000 0.000 1.50 0 1,450 0.00 LLI 0,.000 0.041 7.25 Req'd A: 5,85 Act'l I= 47.63 Req'd Beam Size: 0 LL2 0.053 Req'd 5: 10,83 defl dl= 0,14 0,14 2 8 0 total 0.054 Req'd 1: 0.00 36.52 defl tl: 0,52 0,52 ( OF 12 } 0 ROLL/R 0.103 0:088 a>b a(b a)b a(b RLLL/R 0.161 0,321 ------------------------------------------------------------------------------------------------------------ Case B'Uniform Load L1 With Any Point Load & Partial Uniform Load L2 To The Right Of P FLOOR OLI 0.011 0.047 9.75. 95 1,450 1,700 240 4.50 5.25 0% JOIST DL2 0.000 0.000 1,50 0 1,450 0.00 LLI 0.000 0,047 7,25 Req'd A: 3.78 Act'l I: 47,63 Req'd Beam Size: 0 LL2 0,053 Req'd S: 5,00 defl-dl: 0.05 0.05 2 8 0 total 0.054 Req'd 1: 0.00 11.83 deft tl- -0.12 0,12 ( OF t2 } 0 Roll/R 0,011 0,074 0b a(b a)b a(b RLLL/R 0.075 0,205 7 ------------------------------- ---------------------------------------------------- ----------------------=- Case 1 Uniform Load FLOOR DL 0.121 N/A 9.33 95 1,500 1,800 240 N/A N/A 0% GIRDER LL 0.395 N/A 3.50 0 1,500 0.00 total 0,516 N/A 9.25 Req'd A: 31.70 Act'] I= 230.84 Req'd Beam Size: 0 ROL 0.564 Req'd S: 44.88 defl dl: 0.05 4 ' 10 0 RLL 1.841 Req'd I: 104.68 defl tl: 0.21 OF i1 } 0 L L Post -ft'* brand fax transmittal memo 7671F or pages ► To -T IFrom moo, +�cnr { ` G r Ick Co. V;,ii i G o, t Dept. g + ld Phone MN I^ I 1 ex 11 FaxN 8q 1-0 tsa JAN 27 '93 14:58 NM&R ARCHITECTS - CHICO, CAL. Load Unif. Point length Fs (psi) F'b E (ksi) L!? a b Allow, Case Load toad (ft) Lat Suot F'b Cs (ft) (ft) Stress (M) (k) b/d (in) (in) (psi) Increase bbd for sawn lumber Case 8 Uniform Load L1 With Any Point Load & Partial Uniform Load L2. To The Right Of F FLOOR OL1 0.011 0,047 13,55 95 1,450 1,100 240 4.50 9.05 .0% JOIST OL2 0.000 0.000 1.50 - 0 1,450 0.00 LL1 0.000 '0.047 7.25 Req'd A: 5,85 Act'] 1: 41.63 Req'd Beam Size: LL2 0,053 Req'd S: 10,83 def] dl= 0,14 0.14 2 8 total 0,064 Req'd I: 0.00 36.62 defl tl: 0,52 0.52 ( OF 12 } ROLL/R 0.103 0:088 aio a(b. a>b a(b RLLL/R 0.161 0,321 ------------------------------------------------------------------------------------------------ Case 8 Uniform Load Ll with Any Point Load 3 Partial Uniform Load L2 To The Right Of P FLOOR OL1 0,011 0.047 9.75 95 1,450 1,700 240 4.50 5.25 0% JOIST OL2 0,000 0,000 1,50 0 1,450 0.00 Member Errors b,d,A,S31 bbd - G/L 0 0 0 LLl 0,000 0,047 7.25 Req'd A: 3,78 Phone'#V Act'l I: 47.63 Req'd Beam size: 0 LL2 0,053 Req'd s: 5,00 defl dl: 0.05 0.05 2 8 0 total 0.064 Req'd 1: 0.00 11.83 defl ti: 0.12 0.12 ( OF t2 } 0 ROLL/R 0:017 0.074 a)b a(b a)b a(b RLLL/R 0,075 0,205 ----------------------------------------------------------------------------------------------------------=- Case 1 Uniform Load FLOOR OL 0.121 N/A 9.33 95 1,500 1,800 240 N/A N/A 0% GIRDER LL 0.395 N/A 3.50 0 1,500 O,CO total 0.516 N/A 9.25 Reo'd A: 31.70 Act'I I: 230.84 Rea'd Beam Size: 0 ROL 0,564 Req'd S: 44.88 def] dl: 0.05 4 10 0 RLL 1.841 Req'd I: 104,68 defl ti: 0.21 ( OF fl } 0 4& L) 1p to ct' L L HO Ps-� �y �3) = Post -It'" brand fax transmittal memo 7671 riotpeges To -1cFrom rn ",= n r- 1^G { r I cs c r Dept. S 4 1 d Phone'#V ax pax a 8ct -- O i 3 S ■ 0 Nichols • Melburg a S So C i February 18, 1993 . Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, Ca. 95965 RE: Walker Residence Dear Mr. Henry: ,n 12 of /^ ,r, of / A _ — Rossetto A I A a t e S Nichols, Melburg & Rossetto has reviewed the roof framing considering a 24" on center spacing of the rafters. Our calculations show that the framing, as is, meets the UBC requirements. A summary of the stress levels in the framing members and plywood gusset plates is tabulated below: 2 x 10 Rafters Shear Stress 40 psi (95 psi allowable) Bending Stress 295 psi (1250 psi allowable) Gusset Plates Allowable Moment 478 ft. lb. Actual Moment 444 ft. lb. Please contact me at 891-1710 if you require any additional information. Regards, Go,,,N �\ Stephen A. Gonsalves, SE Vice Presidentti Nc. 3024 rn Nichols, Melburg & Rossetto "' SAG/ja�� �P�, BUTTE COUNTY TaT� CTU, �j �¢ OF CAUFG UILDINIG 05PARTMENT APPROVED RS AME�/,Nf/orvffa-9,5928 O/ AOF ARCHITECTS 434 r a ay Ch/ (916) 8914710 ■ N PRE -INSPECTION OWNER:KIteDATE Z , 3 LOCATION: 8 S8 �bp(�� zy ©edill1le- A. P. #0LI1- yU D db CONTRACTOR: W /V /co" ZONING 04 0/0 bl- � -------------------- PRE-INSPECTION FOR: To Ver>'Fy F2, — LA11 ,1_ O T b ,• usc�U %46 ;t-,1 -ib nl �v�+s f/' G� Civ./c�:v Q�v�r-e roe- r b vyert- n DATE TO INSPECTOR 1 3 PERMIT HISTORY: ElNONE AS AS FOLLOWS: TYPE TOF OCCUPANCY k5 %% O FIELD - INFORMATION BUILDING USAGE: TENNANT: OCCUPIED �AS ELECTRIC FD HAS GAS HAS SANITATION FACILITIES Q HEATED -COOLED OTHER COMMENTS: ACTION RECOMMENDED: 0 ISSUE 0 OTHER: PERSON CONTACTED. I�Tu-c5 �CJG P'" (il 10 1 04 b ed btoi HOLD FOR BY DATE_ • - � 1. � . r `��,`1.� . ,. �, 'F.. � a q. .. 1�' � � s � w t.. `' t, • � 1 - f •.__.,�.-w...a..i.w iX"''u.v ...+. .,M ,... �r �. .. v uF%i"'••a'n'. _...,�.r� �_�f••.V.,,^-va.+, _-."u.. .. .. ,. ...�� '..:rY.r.'.-'. �yi.vy..�.�-w,-rw��ud'^'i*"..�.rs*.r .-�,:rstv..�.w_...-w.--•-- a =r �,., �._.._......._...� 41-40-4+6-por-4 .5,v 41-40-50 �f GERALD & KAY WA1, SER KAY & GERALD WALKER (:)(//- SIS Adobe Ln, alp 1200' off Clark Rd, 3858 Adobe Lone, Oroville dg Paradise �Q• �- C`� Permit#25-86A(Agricultural BlExemp a y Permit #3953-78 ,P,E,M(new S/F� #or born) 41-40-50 Permit #5997- 8B(revision from carport to garage for permi - SFl 041-40-0-050 92-4415 BPEM WALKER, Kay & Ge ald 3858 Adobe Ln, -%"f tc- conv ag bldg to arag S 1%5�:C v IN •• c I„3 � :�';A a � FyP h�fi' J1 � 1► i . .r � .; L• „� � ta�� �'r � � _ s � 'moi,. ;� � � ' �. ', ._ - a �. cz '. .(r y:�ti.r� 1. Yt) - , "� r •y rh k14 „+'� Al } I � ! .� � . ��<� rr, Yi�� w ��l%fit ,: 1 ;r 1. • � � � i.'� -. -. - . � .. .. .. =l � •_`. �;' ' r. ' � � fir. 't • r t' y �` . ' e t I-` {r !a h i. r ° s Y ++�.r ti;• t,* } r�, ,� r�!♦ r,' iN 'Pic ��.. r 211 X36 l3`�I,, � Scw,.�� � �'��' �� ,r' �;-.e 3j; (kc�. �iMY Y'.tl cz > 5, X��� cy. IT- I Y'.tl cz I .P. K -- on Iq i 1 7Z, - I /0 DEC- 8-92 T U E 9:08 P O L A R I S P.05 MOMENT DUE TO PERIMETER FOOTING = 37.75 K -FT MOMENT DUE TO FOOTING WT = 4.80 K -FT TOTAL NEG. MOMENT 42.55 K -FT P 0.20% K = 0.18035 J = 0.94 fs = 25.9 KSI FS 26.6 < OK fc = 569 FSI f'c = 1496.25 <--- OK HORIZONTAL FORCES TO SLAB AT RF HAIRPIN / FRAME TIE ANGLE TO SIDEWALL = 45 DEG. REQ'D As = 0.78129 SQ IN TOTAL = 0.39 SQ IN/LEG STEEL: 4 TOTAL OF 2 --> As 0.40 <--- OK REQ'D SPREAD FOR SLAB TO TIE FRAMES = 22.1 FEET 4� TOTAL REQUIRED'HAIRPZN LENGTH = 31.25 FEET At— >4., F&a cr COMPRESSION TO SLAB: ��.•- Y SLAB AREA AT -RF FOOTING = 528 SQ IN fa = 18 PSI Fa = 0.25 X f'c 625 PSI <--- ox - SHEET 4 OF 6 e. ��-- 0 Gc z *S44- I D W - o. 04-0 23.3 I 0.23T 0.05-7 0. Z41 O.S11 0.00/ 0.3() 0.3 t3 0.24S .371 76Tt2 (AAD = 23.3 x o. o40 I�. 3 x 0000- -+ 2 x CSX a.o1T '143 Le�� `' I- now L`��j3 VL +5O' L -25r lc)� X g _ t o , 6q ��� 3 3 ra 4, a^v (o,67 I R. ° S J 4 5a U = 'ld•�7� `�•S� x��0 � � -�' ��X S• ZS X 7125 , � %S � �� 7 V 1o.67k SD FN- L=- q I °i An- = 146. SPECIFICA TIONS 1. CONCRETE — f'C=2000 PSI @ 28 DAYS 2. REINFORCING — ASTM A615, GRADE 401 MIN J. BLOCK — GRADE N, fin=1500 PSI (9 28 DAYS 4. GROUT — f'C=2000 PSI ® 28 DA YS 5. MORTAR — TYPE S, 1800 PSI @ 28 DAYS 6. LAP SPLICES — 20" MINIMUM THIS FREE STANDING RETAINING WALL IS DESIGNED TO SUPPORT LEVEL BACKFILL, NO . SURCHARGE, AND NO SUPERIMPOSED LOADS BACKFILL TO BE NON—EXPANSIVE, GRANULAR MA TE AL. PROVIDE FOR DRAINAGE BEHIND WALL BY PERFO A TED DRAIN PIPE OR WEEP HOLES THROUGH WALL. 8X8X16 CMU FULL Y GROUTED #4 @ 32" 0. C. HORIZ #4 @ 24 " 0. C. VERT, — DOWELS TO MA TCH VERT REINF UNDIS TURBED OIL J/ – #4 CON T. IN FOOTING L4 BA CKFILL 4'-0" MAX .2" CLEAR 12" 2/92 8" 3" CLR 18" 8" MAY OMIT FTG KEY FOR HEIGHT OF 2'-8" OR LESS OTHER HEIGHTS OR CONDI TIONS REQUIRE' ENGINEERING REINFORCED CONCRETE BLOCK RETAINING WALL REV DATE SCALE. 3/4 =� -o' DATE. • 7/91 BUTTE COUNTY BUILDING DEPARTMENT DWG: WALLS SHT 1 OF 1 63; (4,s -Z65 Gl. 75 R7 9.Sk /0.67u2:z.S4-5.25x53.3 Y '-'7. %s q,s x �0.67Xz.zS + 4Y,05x 53.3 u ��ZS 13,55 �� g65�S3,3 k 45zS t -95X �0�-7 X ��3 3Zq,zzS F C, 1 STRUCTURAL CALCULATIONS Walker Residence Oroville, Ca. Job Number: #1321 NICHOLS, MELBURG & ROSSETTO, A.1-4- 434 Broadway Chico, Ca. 95928 (916) 891-1710 January 15, 1993 QROFESSioly G0// C) 9 _ 3, 24,4 m M PXP. 3-11°33 C sjgT TRUT U�P� OF C mft l MPARWW APPROVED Load Unit'. Point Length Fs (psi) Fb E (Ysi) L/? a b Allow. Member" Case Load load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) increase b,d,A,S3I b9d far sawn luRDer Did - CrL Case 8 Unifcrm Load L1 With Any Peint Load d Partial Uniform Load L2 To The Richt Of F FLOOR, OLI 0.011 0.047 13.55 95 1,450 1,700 240 4.50 9.0E 01 JOIST OL2 0.000 0.000 1.50 0 1,4110 0.00 LL1 0.000 0.047 7.2E Req'd A: 5.85 A:t'1 I: 47.63 Req:d Bear, Size: 0 LL2 0:053 Req'd s= 10.83 defl dl= 0.14 0.14 2 8 0 total 0.064 Req'd I= 0.00 36.52 oefl t1: 0.52 0.52 f OF t2 } 0 ROLL/R 0.103 0.088 a)b a(b a)b a(b RLLL/R 0.151 0.321 ------------------------------------------------------------------------------------------------------------ Case 8 Uniform Load 11 With Any Point Load 6 Partial Uniform Load L2 To The P.ight Of P FLOOR DLI 0.011 0.047 9.75 95 1,450 1,700 240 4.50 5.25 0% JOIST DL2 0.000 0.000 1.50 0 1.450 0.00 LL1 0.000 0.047 7.25 Reo'd A: 3.18 Act'l I= 47.63 Req'd Beam Size: 0 LL2 0.053 Req'd S= 5.00 def] dl: 0.05 0.05 2 8 0 total 0.064 Req'd 1: 0.00 11.83 dell ti: 0.12 0.12 { OF 12 } 0 RDLL/R 0.077 0.074 a)b a(b a)b a(b RLLL/R 0.075 0.205 -----------------------------------------------------------------------------------------7------------------ Case 1 Uniform Load FLOOR OL 0.121 N/A 9.33 95 1,500 1,800 240 N/A N/A 0% GIRDER LL 0.395 N/A 3.50 0 1,500 0.00 total 0.516 N/A 9.25 Reo'd A: 31.70 Act'] I: 230.84 Reo'd Beam Size: 0 RDL 0.564 Req'd S: 44.88 defl dl: 0.05 4 10 0 RLL 1.841 Req'd I: 104.68 defl tl: 0.21 { OF fl } 0 -------------------------------------------------------- =--------------------------------------------------- ��oorl�ht'to�rn L L po ,� JOB ENGINEER N M R CTRTTrTTTRAT. PAGE NO. Z JOB NO. I S z ( JOB Wn I Icer �� s ENGINEER Nert�M STRUCTURAL ENGINEERS T PAGE NO. 3 JOB NO. 13 Z I DATE kLCULATION OF n I r US5 G-hGc-ic Mcmbc.r S�-rcSS PS' psi < I si �Of'n-igl.CworS�) - _ P < IZ��PSI use pf� 4� Z O K ,all mere s, 314 io e /N T 1, MA n. JOB ENGINEER 6 NM. egR STRUCTURAL ENGINEERS ;;ULATION OF rn I ru sS a SNS. 0 �\ o o PAGE NO. 4 JOB NO. 1 3� Z DATE M E(z Z--" +(I �K'22> 4 (Z- Ix I%47f CL Siaeg -DL GASB ►✓1 _ �� )CZE-O`er) - Zy z��-r > \01 P DL + L L DISE Mme, p= (I Zs)(2� d = 3 3 8 5 NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** INITIALIZING DATA *** Job Description: WALKER RESIDENCE Frame Description: BARN TRUSS Structure Parameters Members ........... 11 Joints ............ 10 Springs ........... 0 Sections .......... 3 Materials ......... 1 Load Cases ........ 3 Load Combinations . 2 User Name: NMR Analysis Options Linear Elastic Analysis Imperial Units P -_FRAME 1.05 (c) Copyriqht 1982 - 1988 Softek Services Ltd Head Office: 5729 West Boulevard, Ste 2 Vancouver, B.C. V6M 3W8 Canada (604)263-2726 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' *** SECTION PROPERTY DATA *** Sec X -sectional WALKER RESIDENCE Shear Area Section Mod Plastic Moment No. BARN TRUSS (in4) (in2) (in3) Capacity (K -ft) *** JOINT DATA *** 10.875 47.635 Joint X - coord. Y - coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 t 0 1 2 4.5 0 1 1 1 3 9.75 0 1 0 1 4 18.8 0 1 1 1 5 23.3 0 1 0 1 6 3.9 7 1 1 1 7 8.15 8.68 1 1 1 8 11.65 10.07 1 1 1 9 15.15 8.68 0 1 1 10 19.4 7 1 1 1 Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' *** SECTION PROPERTY DATA *** Sec X -sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area (in2) (in4) (in2) (in3) Capacity (K -ft) 1 10.875 47.635 10.875 13.141 0 2 13.875 98.932 13.875 21.391 0 3 6.75 11.391 6.75 5.063 0 Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. -------------------------------------------------------------------------------- *** MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 1700 0 .038 0 1250 Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am 8 P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 0 1 1 4.5 2 2 3 1 1 1 0 1 5.25 3 3 4 1 1 0 1 1 9.05 4 4 5 1 1 1 0 1 4.5 5 1 6 2 1 0 1 1 8.0131 6 6 7 2 1 1 1 1 4.57 7 7 8 2 1 1 0 1 3.7659 8 8 9 2 1 1 1 1 3.7659 9 9 10 2 1 1 1 1 4.57 10 5 10 2 1 0 1 1 8.0131 11 7 9 3 1 0 0 1 7. Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). 2. Attribute Type 0 indicates that the member has been deleted. P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** MEMBER LOAD DATA *** load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 1 0 -.01 0 2 2 0 -.01 0 3 3 0 -.01 0 4 4 0 -.01 0 5 5 0 -.0133 0 6 6 0 -.0133 0 7 7 0 -.0133 0 8 8 0 -.0133 0 9 9 0 -.0133 0 10 10 0 -.0133 0 load case 2 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No: K/ft slope K/ft horiz k/ft perp 1 5 0 -.0267 0 2 6 0 -.0267 0 3 7 0 -.0267 0 4 8 0 -.0267 0 5 9 0 -.0267 0 6 10 0 -.0267 0 load case 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 0 -.053 0 2 3 0 -.053 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 *** LOAD INITIALIZING DATA *** load # loaded # support # loaded describe case joints settlemnts members load case 1 0 0 10 DEAD LOAD 2 0 0 6 ROOF LIVE LOAD 3 0 0 2 FLOOR LIVE LOAD *** MEMBER LOAD DATA *** load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 1 0 -.01 0 2 2 0 -.01 0 3 3 0 -.01 0 4 4 0 -.01 0 5 5 0 -.0133 0 6 6 0 -.0133 0 7 7 0 -.0133 0 8 8 0 -.0133 0 9 9 0 -.0133 0 10 10 0 -.0133 0 load case 2 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No: K/ft slope K/ft horiz k/ft perp 1 5 0 -.0267 0 2 6 0 -.0267 0 3 7 0 -.0267 0 4 8 0 -.0267 0 5 9 0 -.0267 0 6 10 0 -.0267 0 load case 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 0 -.053 0 2 3 0 -.053 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 Notes: 1. Sloped UDL, Projected UDL & Point Loads act in the global coordinate system. 2. Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate system. 3. Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am *** LOAD COMBINATION DATA *** Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1 1 3 1 P -FRAME Input Data Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** ANALYSIS HISTORY *** Structure Degrees of Freedom .................. 26 Structure Half -Bandwidth ...................... 16 Structure Stiffness Elements ................. 416 Member with maximum half -bandwidth ............ 10 Number of Support Joints and Springs .........:. 4 -------------------------------------------------------------------------------- *** SUPPORT REACTIONS *** Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 0.000 .204 0.000 2 0.000 .311 0.000 3 0.000 .075 0.000 3 1 0.000 .116 0.000 2 0.000 0.000 0.000 3 0.000 523 0.000 5 1 0.000 .223 0.000 2 0.000 .311 0.000 3 0.000 .160 0.000 9 1 0.000 0.000 0.000 2 0.000 0.000 0.000 3 0.000 0.000 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 1 1 0.000 .515 0.000 2 0.000 .279 0.000 3 1 0.000 .116 0.000 2 0.000 .639 0.000 5 1 0.000 .534 0.000 2 0.000 .383 0.000 9 1 0.000 0.000 0.000 2 0.000 0.000 0.000 Notes: 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. P -FRAME Linear Elastic analysis results Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** JOINT DISPLACEMENTS *** Load Case Results Joint Load X-Displ. Y-Displ. Rotation Number Case (in) (in) (rad) 1 1 -.00074 0.00000 0.00000 2 -.00149 0.00000 0.00000 3 0.00000 0.00000 0.00000 2 1 -.00049 -.02493 -.00008 2 -.00098. 0.00000 '0.00000 3 0.00000 -.07317 -.00046 3 1 -.00020 0.00000 0.00000 2 -.00039 0.00000 0.00000 3 0.00000 0.00000 0.00000 4 1 .00031 -.08123 .00089 2 .00062 0.00000 0.00000 3 0.00000 -.31378 .00389 5 1 .00056 0.00000 0.00000 2 .00113 0.00000 0.00000 3 0.00000 0.00000 0.00000 6 1 -.00368 .00092 -.00014 2 -.00740 .00184 -.00028 3 0.00000 0.00000 0.00000 7 1 -.00018 -.00863 -.00012 2 -.00036 -.01732 -.00024 3 0.00000 0.00000 0.00000 8 1 -.00009 -.00943 -.00004 2 -.00018 -.01894 -.00009 3 0.00000 0.00000 0.00000 9 1 0.00000 -.00863 .00012 2 0.00000 -.01732 .00024 3 0.00000 0.00000 0.00000 10 1 .00350 .00092 .00014 2 .00703 .00184 .00028 3 0.00000 0.00000 0.00000 Load Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 1. 1 -.00223 0.00000 0.00000 2 -.00074 0.00000 0.00000 2 1 -.00147 -.02493 -.00008 2 -.00049 -.09810 -.00053 P -FRAME Linear"E-lastic analysis results Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 3 1 -.00059 0.00000 0.00000 0.000 2 -.00020 0.00000 0.00000 4 1 .00093 -.08123 .00089 .160 2 .00031 -.39500 .00478 5 1 .00169 0.00000 0.00000 3 2 .00056 0.00000 0.00000 6 1 -.01108 .00276 -.00042 2 -.00368 .00092 -.00014 7 1 -.00054 -.02595 -.00035 P -FRAME 2 -.00018 -.00863 -.00012 8 1 -.00027 -.02837 -.00013 2 -.00009 -.00943 -.00004 9 1 0.00000 -.02595 .00035 2 0.00000 -.00863 .00012 10 1 .01054 .00276 .00042 2 .00350 .00092 .00014 Notes: 1. Positive X -displacements are in the positive global X direction. 2. Positive Y -displacements are in the positive global Y direction. 3. Positive Z -displacements are counter -clockwise. *** MEMBER FORCES *** Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Case (kips) (kips) (K -ft) 1 1 -.086 .049 0.000 .049 2 -.173 0.000 0.000 0.000 3 0.000 .075 0.000 2 1 -.086 .004 -.118 .160 2 -.173 0.000 0.000 3 0.000 .075 -.337 3 1 -.086 .068 0.000 2 -.173 0.000 0.000 3 0.000 .319 0.000 4 1 -.086 -.023 -.204 P -FRAME Linear Elastic analysis results NMR ►3 Axial @ GJ Shear @ GJ BM @ GJ (kips) (kips) (K -ft) .086 -.004 .118 .173 0.000 0.000 0.000 -.075 .337 .086 .049 0.000 .173 0.000 0.000 0.000 .203 0.000 .086 .023 .204 .173 0.000 0.000 0.000 .160 .721 .086 .068 0.000 Str No. 13 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE. BARN TRUSS Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Case (kips) (kips) (K -ft) .118 2 -.173 0.000 0.000 .049 3 0.000 -.160 -.721 5 1 .177 0.000 0.000 .924 2 .356 0.000 0.000 .228 3 0.000 0.000 0.000 6 1 .118 .064 .101 .218 2 .237 .129 .202 ' 27 Jan 3 0.000 0.000 0.000. 7 1 .120 .002 -.073 2 .241 .005 -.146 3 0.000 0.000 0.000 8 1 .103 .041 0.000 2 .207 .082 0.000 3 0.000 0.000 0.000 9 1 .097 -.012 -.073 2 .195 -.023 -.146 3 0.000 0.000 0.000 10 1 .177 0.000 0.000 2 .356 0.000 0.000 3 0.000 0.000- 0.000 11 1 -.025 0.000 0.000 2 -.049 0.000 0.000 3 0.000 0.000 0.000 Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Comb (kips) (kips) (K -ft) 1 1 -.259 .049 0.000 2 -.086 .124 0.000 2 1 -.259 .004 -.118 2 -.086 .079 -.455 3 1 -.259 .068 0.000 2 -.086 .387 0.000 4 1 -.259 -.023 -.204 2 -.086 -.183 -.924 5 1 .533 0.000 0.000 2 .177 0.000 0.000 6 1 .355 .193 .302 P -FRAME Linear Elastic analysis results NMR Axial @ GJ Shear @ GJ (kips) (kips) .173 0.000 0.000 .160 D13 .025 .051 0.000 -.097 -.012 -.195 -.023 0.000 0.000 -.103 .041 -.207 .082 0.000 0.000 -.120 .002 -.241 .005 0.000 0.000 -.118 .064 -.237 .129 0.000 0.000 -.132 -.025 -.265 -.051 0.000 0.000 .025 0.000 .049 0.000 0.000 0.000 BM @ GJ (K -ft) 0.000 0.000 -.101 -.202 0.000 x(30 .073 .146 0.000 0.000 0.000 0.000 .073 .146 0.000 -.101 -.202 0.000 .101 .202 0.000 0r3o 0.000 0.000 0.000 Axial @ GJ Shear @ GJ BM @ GJ (kips) (kips) (K -ft) .259 -.004 .118 .086 -.079 .455 .259 .049 0.000 .086 .252 0.000 .259 .023 .204 .086 .183 .924 .259 .068 0.000 .086 .228 0.000 -.397 .076 -.302 -.132 025 -.101 -.293 -.035 .218 Str No. 13 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Mem Load Axial @ LJ Shear @ LJ No. Comb (kips) (kips) -.097 2 .118 .064 7 1 .361 .007 0.000 2 .120 .002 8 1. .310 .123 .193 2 .103 .041 9 1 .293 -.035 -.132 2 .097 -.012 10 1 .533 0.000 0.0 2 .177 0.000 11 1 -.074 0.000 0.0 2 -.025 0.000 BM @ LJ Axial @ GJ Shear @ GJ (K -ft) (kips) (kips) .101 -.097 -.012 -.218 -.310 .123 -.073 -.103 .041 0.000 -.361 .007 0.000 -.120 .002 -.218 -.355 .193 -.073 -.118 .064 0.000 -.397 -.076 0.000 -.132 -.025 0.000 .074 0.000 0.000 .025 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. *** MEMBER STRESSES *** Load Case Results 15 BM @ GJ (K -ft) .073 0.000 0.000 .218 .073 -.302 -.101 .302 .101 0.000 0.000 Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 7.9 4.5 0.0 7.9 7.9 2 7.9 -.3 -107.9 -99.9 115.8 2 1 15.9 0.0 0.0 15.9 15.9 2 15.9 0.0 0.0 15.9 15.9 3 1 0.0 6.9 0.0 0.0 0.0 2 0.0 -6.9 -307.8 -307.8 307.8 2 1 2 7.9 .3 -107.9 -99.9 115.8 3 7.9 4.5 0.0 7.9 7.9 2 2 15.9 0.0 0.0 15.9 15.9 3 15.9 0.0 .0.0 15.9 15.9 3 2 0.0 6.9 -307.8 -307.8 307.8 3 0.0 18.7 0.0 0.0 0.0 3 1 3 7.9 6.2 0.0 7.9 7.9 4 7.9 2.1 -185.9 -178.0 193.9 2 3 15.9 0.0 0.0 15.9 15.9 4 15.9 0.0 0.0 15.9 15.9 3 3 0.0 29.4 0.0 0.0 0.0 4 0.0 14.7 -658.2 -658.2 -.-658.2 P -FRAME Linear Elastic analysis results Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results 1b Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 4 1 4 7.9 -2.1 -185.9 -178.0 193.9 5 7.9 6.2 0.0 7.9 7.9 2 4 15.9 0.0 0.0 15.9 15.9 5 15.9 0.0 0.0 15.9 15.9 3 4 0.0 -14.7 -658.2 -658.2 658.2 5 0.0 14.7 0.0 0.0 0.0 5 1 1 -12.8 0.0 0.0 -12.8 -12.8 6 -9.5 1.8 56.4 46.9 -65.9 2 1 -25.7 0.0 0.0 -25.7 -25.7 6 -19.1 3.6 113.2 94.1 -132.3 3 1 0.0 0.0 0.0 0.0 0.0 6 0.0 0.0 0.0 0.0 0.0 6 1 6 -8.5 4.6 56.4 47.9 -64.9 7 -7.0 -.8 -40.7 -47.7 33.7 . 2 6 -17.1 9.3 113.2 96.1 -130.3 7 -14.1 -1.7 -81.7 -95.8 67.6 3 6 0.0 0.0 0.0 0.0 0.0 7 0.0 0.0 0.0 0.0 0.0 7 1 7 -8.7 .2 -40.7 -49.4 32.0 8 =7.4 2.9 0.0 -7.4 -7.4 2 7 -17.4 .3 -81.7 -99.1 64.3 8 -14.9 5.9 0.0 -14.9 -14.9 3 7 0.0 0.0 0.0 0.0 0.0 8 0.0 0.0 0.0 0.0 0.0 8 1 8 -7.4 2.9 0.0 -7.4 -7.4 9 -8.7 .2 -40.7 -49.4 32.0 2 8 -14.9 5.9 0.0 -14.9 -14.9 9 -17.4 .3 -81.7 -99.1 64.3 3 8 0.0 0.0 0.0 0.0 0.0 9 0.0 0.0 0.0 0.0 0.0 9 1 9 -7.0 -.8 -40.7 -47.7 33.7 10 -8.5 4.6 56.4 47.9 -64.9 2 9 -14.1 -1.7 -81.7 -95.8 67.6 10 -17.1 9.3 113.2 96.1 -130.3 3 9 0.0 0.0 0.0 0.0 0.0 10 0.0 0.0 0.0 0.0 0.0 10 1 5 -12.8 0.0 0.0 -12.8 -12.8 10 -9.5 -1.8 -56.4 -65.9 46.9 2 5 -25.7 0.0 0.0 -25.7 -25.7 10 -19.1 -3.6 -113.2 -132.3 94.1 3 5 0.0 0.0 0.0 0.0 0.0 10 0.0 0.0 0.0 0.0 0.0 11 1 7 3.6 0.0 0.0 3.6 3.6 9 3.6 0.0 0.0 3.6 3.6 P -FRAME Linear Elastic analysis results Str No. 13 NMR 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Joint Axial Shear No. Case No. (psi) (psi) 0.0 2 7 7.3 0.0 Bending Top Normal 9 7.3 0.0 (psi) 3 7 0.0 0.0 -84.0 131.7 9 0.0 0.0 Load Combination Results 423.6 Mem Load Joint Axial Shear No. Comb No. (psi) (psi) 1 1 1 23.8 4..5 -185.9 -162.1 2 23.8 -.3 7.9 2 1 7.9 11.4 -162.1 209.8 2 7.9 -7.2 2 1 2 23.8 .3 7.9 0.0 3 23.8 4.5 141.0 2 2 7.9 7.2 56.4 46.9 3 7.9 23.2 3 1 3 23.8 6.2 47.9 -64.9 4 23.8 2.1 -122.4 2 3 7.9 35.6 -22.3 -40.7 4 7.9 16.8 -7.4 -7.4 0.0 -22.3 z 4 1 4 23.8 -2.1 -7.4 -40.7 5 23.8 6.2 -143.5 2 4 7.9 -16.8 5 7.9 21.0 5 1 1 -38.4 0.0 6 -28.6 5.5 2 1 -12.8 0.0 6 -9.5 1.8 6 1 6 -25.6 13.9 7 -21.1 -2.5 2 6 -8.5 4.6 7 -7.0 -.8 7 1 7 -26.0 .5 8 -22.3 8.9 2 7 -8.7 .2 8 -7.4 2.9 8 1 8 -22.3 8.9 9 -26.0 .5 2 8 -7.4 2.9 9 -8.7 .2 9 1 9 -21.1 -2.5 10 -25.6 13.9 P -FRAME Linear Elastic analysis results NMR ie7 Bending Top Normal Bot Normal (psi) (psi) (psi) 0.0 7.3 7.3 0.0 7.3 7.3 0.0 0.0 0.0 0.0 0.0 0.0 Bending Top Normal Bot Normal (psi) (psi) (psi) 0.0 23.8 23.8 -107.9 -84.0 131.7 0.0 7.9 7.9 -415.7 -407.8 423.6 -107.9 -84.0 131.7 0.0 23.8 23.8 -415.7 -407.8 423.6 0.0 7.9 7.9 0.0 23.8 23.8 -185.9 -162.1 209.8 0.0 7.9 7.9 -844.2 -836.2 852.1 -185.9 -162.1 209.8 0.0 23.8 23.8 -844.2 -836.2 852.1 0.0 7.9 7.9 0.0 -38.4 -38.4 169.6 141.0 -198.2 0.0 -12.8 -12.8 56.4 46.9 -65.9 169.6 144.0 -195.2 -122.4 -143.5 101.3 56.4 47.9 -64.9 -40.7 -47.7 33.7 -122.4 -148.4 96.3 0.0 -22.3 -22.3 -40.7 -49.4 32.0 0.0 -7.4 -7.4 0.0 -22.3 -22.3 -122.4 -148.4 96.3 0.0 -7.4 -7.4 -40.7 -49.4 32.0 -122.4 -143.5 101.3 169.6 144.0 -195.2 Str No. 13 27 Jan 93 08:57 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results 18' Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 2 9 -7.0 -.8 -40.7 -47.7 33.7 10 -8.5 4.6 56.4 47.9 -64.9 10 1 5 -38.4 0.0 0.0 -38.4 -38.4 10 -28.6 -5.5 -169.6 -198.2 141.0 2 5 -12.8 0.0 0.0 -12.8 -12.8 10 -9.5 -1.8 -56.4 -65.9 46.9 11 1 7 10.9 0.0 0.0 10.9 10.9 9 10.9 0.0 0.0 10.9 10.9 2 7 3.6 0.0 0.0 3.6 3.6 9 3.6 0.0 0.0 3.6 3.6 Notes: 1. Axial stress is positive for tension. 2. Shear stress is positive for positive shear. 3. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. P -FRAME Linear Elastic analysis results Str No. 13 NMR 27 Jan 93 08:57 am STRUCTURAL CALCULATIONS Walker Residence Oroville, Ca. Job Number. #1321 NICHOLS, MELBURG & ROSSETTO, A.I.A. 434 Broadway Chico, Ca. 95928 (916) 891-1710 January 15, 1993 r m N 3 24 rn E P. 3.31_, 3� s ��qTF ' 1JCT\PP' P. OF CALIF 13 COUNTY OF SUM BUILDING DEPT AN 15 1993 eg JOB VA/a Ke r 5 , M PAGE NO. ENGINEER JOB NO. 3 STRUCTURAL ENGINEERS DATE CALCULATION OF Is, r I f L./ ss m 6j LE � � v LE [i m � .o \ Ul m N 7 O x x x x N o JOB Vl,, Ike s ENGINEER N M R STRUCTURAL ENGINEERS r rl I PAGE NO. JOB NO. 3 Z DATE 1 �hc�k Mcmb�r S�'rcSS PS' 4 4 � 1 < qG psi q si Nort-rbt( Cwors-) = Z8 I P < ►z��ps� useZ OK a�� mem 5, o. o I n -�/4 5 88 .�" �h�c �a� lo, r � i � ►VGA � i rt� Z35'� LoQd use � JOB W,,tik 1� 2c5 ENGINEER F--,ob c r 13 Ne�v M R STRUCTURAL ENGINEERS r LA 44 �A .. P 6041 S.dc--s .oNs. PAGE NO. JOB NO. 13:Z I DATE gerId;R. AP ,IS M Llk = (?-) 1( lz 4 (Z- x 0/47f CL S I��SI Chc� i I M,� = z --3-0-�� - I S> I y y -�'4 - 1� 5 — � k NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** INITIALIZING DATA *** Job Description: WALKER RESIDENCE Frame Description: BARN TRUSS Structure Parameters Members ........... 15 Joints ......... 12 Springs ........... 0 Sections .......... 4 Materials ......... 1 Load Cases ........ 3 Load Combinations . 2 User Name: NMR Analysis Options Linear Elastic Analysis Imperial Units P -FRAME 1.05 (c) Coovriaht 1982 - 1988 Softek Services Ltd Head Office: 5729 West Boulevard, Ste 2 Vancouver, B.C. V6M 3W8 Canada (604)263-2726 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' *** SECTION PROPERTY DATA *** Sec X -sectional NICHOLS, MELBURG, & ROSSETTO AIA Section Mod Plastic Moment No. WALKER RESIDENCE (in4) (in2) (in3) Capacity (K -ft) BARN TRUSS 10.875 47.635 10.875 13.141 *** JOINT DATA.*** 2 13.875 Joint X - coord. Y - coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 1 0 1 2 4.5 0 1 1 1 3 9.75 0 1 0 1 4 18.8 0 1 1 1 5 23.3 0 1 0 1 6 3.9 7 1 1 1 7 4.5 7.24 1 1 1 8 8.15 8.68 1 1 1 9 11.65 10.07 0 1 1 10 15.15 8.68 1 1 1 11 18.8 7.24 1 1 1 12 19.4 7 1 1 1 Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' *** SECTION PROPERTY DATA *** Sec X -sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area (in2) (in4) (in2) (in3) Capacity (K -ft) 1 10.875 47.635 10.875 13.141 0 2 13.875 98.932 13.875 21.391 0 3 5.25 5.359 5.25 3.063 0 4 6.75 11.391 6.75 5.063 0 Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. *** MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 1700 0 .038 0 1250 P=FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. -------------------------------------------------7--------------------------- *** MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 0 1 1 4.5 2 2 3 1 1 1 0 1 5.25 3 3 4 1 1 0 1 1 9.05 4 4 5 1 1 1 0 1 4.5 5 1 6 2 1 0 1 1 8.0131 6 6 7 2 1 1. 1 1 .6462 7 7 8 2 1 1 1 1 3.9238 8 8 9 2 1 1 0 1 3.7659 9 9 10 2 1 0 1 1 3.7659 10 10 11 2 1 1 1 1 3.9238 11 11 12 2 1 1 1 1 .6462 12 5 12 2 1 0 1 1 8.0131 13 2 7 3 1 0 0 1 7.24 14 4 11 3 1 0 0 1 7.24 15 8 10 4 1 0 0 1 7. Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). 2. Attribute Type 0 indicates that the member has been deleted. P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 1 0 -.01 0 2 2 0 -.01 0 3 3 0 -.01 0 4 4 0 -.01 0 5 5 0 -.0133 0 6 6 0 -.0133 0 7 7 0 -.0133. 0 8 '8 0 -.01.33 0 9 9 0 -.0133 0 10 10 0 -.0133 0 11 11 0 -.0133 0 12 12 0 -.0133 0 load case 2 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 5 0 -.0267 0 2 6 0 -.0267 0 3 7 0 -.0267 0 4 8 0 -.0267 0 5 9 0 -.0267 0 6 10 0 -.0267 0 7 11 0 -.0267 0 8 12 0 -.0267 0 load case 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 0 -.053 0 2 3 0 -.053 0 P -FRAME Input Data NMR Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 NICHOLS, MELBURG, & ROSSETTO AIA 0 0 0 WALKER RESIDENCE 0 0 0 BARN TRUSS 0 0 0 *** LOAD INITIALIZING DATA *** load # loaded # support # loaded describe case joints settlemnts members load case 1 0 0 12 DEAD LOAD 2 0 0 8 ROOF LIVE LOAD 3 -------------------------------------------------------------------------------- 0 0 2 FLOOR LIVE.LOAD 0 *** MEMBER LOAD DATA *** load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 1 0 -.01 0 2 2 0 -.01 0 3 3 0 -.01 0 4 4 0 -.01 0 5 5 0 -.0133 0 6 6 0 -.0133 0 7 7 0 -.0133. 0 8 '8 0 -.01.33 0 9 9 0 -.0133 0 10 10 0 -.0133 0 11 11 0 -.0133 0 12 12 0 -.0133 0 load case 2 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 5 0 -.0267 0 2 6 0 -.0267 0 3 7 0 -.0267 0 4 8 0 -.0267 0 5 9 0 -.0267 0 6 10 0 -.0267 0 7 11 0 -.0267 0 8 12 0 -.0267 0 load case 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 0 -.053 0 2 3 0 -.053 0 P -FRAME Input Data NMR Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 Str No. 10 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Notes: 1. Sloped UDL, Projected UDL & Point Loads act in the global coordinate system. 2. Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate system. 3. Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am *** LOAD COMBINATION DATA *** Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1 1 3 1 P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** ANALYSIS HISTORY *** Structure Degrees of Freedom .................. 32 Structure Half -Bandwidth ...................... 22 Structure Stiffness Elements ................. 704 Member with maximum half -bandwidth ............ 12 Number of Support Joints and Springs ........... 4 --------------------------------------------------------------------------------- *** SUPPORT REACTIONS *** Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 0.000 .238 0.000 2 0.000 .311 0.000 3 0.000 .197 0.000 3 1 0.000 .057 0.000 2 0.000 .001 0.000 3 0.000 .313 0.000 5 1 0.000 .247 0.000 2 0.000 .311 0.000 3 0.000 .248 0.000 9 1 0.000 0.000 0.000 2 0.000 0.000 0.000 3 0.000 0.000 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 1 1 0.000 .549 0.000 2 0.000 .435 0.000 3 1 0.000 .058 0.000 2 0.000 .371 0.000 5 1 0.000 .558 0.000 2 0.000 .495 0.000 9 1 0.000 0.000 0.000 2 0.000 0.000 0.000 Notes: 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 9309:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** JOINT DISPLACEMENTS *** Load Case Results Joint Load X-Displ. Y-Displ. Rotation Number Case (in) (in) (rad) 1 1 .00442 0.00000 0.00000 2 -.00120 0.00000 0.00000 3 .02815 0.00000 0.00000 2 1 .00480 .00198 -.00001 2 -.00069 -.00046 0.00000 3 .02859 .01573 -.00022 3 1 .00523 0.00000 0.00000 2 -.00010 0.00000 0.00000 3 .02910 0.00000 0.00000 4 1 .00599 -.00629 .00020 2 .00091 -.00063 .00001 3 .02998 -.02915 .00124 5 1 .00636 0.00000 0.00000 2 .00142 0.00000 0.00000 3 .03041 0.00000 0.00000 6 1 -.00420 .00370 -.00012 2 -.00726 .00193 -.00028 3 -.00500 .01715 .00012 7 1 -.00383 .00262 -.00017 2 -.00638 -.00047 -.00037 3 -.00536 .01785 .00009 8 1 -.00105 -.00523 -.00014 2 -.00021 -.01727 -.00024 3 -.00559 .01763 -.00017 9 1 0.00000 -.00838 0.00000 2 0.00000 -.01896 0.00000 3 0.00000 .00378 0.00000 10 1 -.00128 -.01111 .00003 2 .00016 -.01739 .00023 3 -.00707 -.01433 -.00043 11 1 .00064 -.00545 .00019 2 .00631 -.00063 .00037 3 -.01195 -.02597 .00006 12 1 .00113 -.00407 .00018 2 .00720 .00178 .00028 3 -.01166 -.02503 .00018 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 9309:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Joint Load X-Displ. Y-Displ. Number Combination (in) (in) 1 1 .00323 0.00000 2 .03257 0.00000 2 1 .00411 .00152 2 .03338 .01770 3 1 .00513 0.00000 2 .03433 0.00000 4 1 .00690 -.00691 2 .03596 -.03544 5 1 .00777 0.00000 2 .03677 0.00000 6 1 -.01146 .00564 2 -.00920 .02085 7 1 -.01021 .00215 2 -.00919 .02047 8 1 -.00126 -.02250 2 -.00664 .01240 9 1 0.00000 -.02734 2 0.00000 -.00460 10 1 -.00112 -.02851 2 -.00836 -.02544 11 1 .00696 -.00608 2 -.01130 -.03142 12 1 .00833 -.00229 2 -.01053 -.02910 Rotation (rad) 0.00000 0.00000 -.00001 -.00023 0.00000 0.00000 .00020 .00143 0.00000 0.00000 -.00040 0.00000 .00054 -.00008 -.00037 -.00031 0.00000 0.00000 .00026 -.00041 .00057 .00025 .00046 .00036 Notes: 1. Positive X -displacements are in the positive global X direction. 2. Positive Y -displacements are in the positive global Y direction. 3. Positive Z -displacements are counter -clockwise. *** MEMBER.FORCES *** Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Case (kips) (kips) (K -ft) 1 1 -.128 .013 0.000 P -FRAME Linear Elastic analysis results NMR Axial @ GJ Shear @ GJ BM @ GJ (kips) (kips) (K -ft) .128 .032 -.042 Str No. 10 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 2 -.173 .001 0.000 .173 -.001 .003 3 -.150 -.043 0.000 .150 .043 -.192 2 1 -.128 .034 .042 .128 .018 0.000 2 -.173 -.001 -.003 .173 .001 0.000 3 -.150 .176 .192 .150 .103 0.000 3 1 -.128 .039 0.000 .128 .051 -.055 2 -.173 0.000 0.000 .173 0.000 .002 3 -.150 .211 0.000 .150 .269 -.262 4 1 -.128 .035 .055 .128 .010 0.000 2 -.173 0.000 -.002 .173 0.000 0.000 3 -.150 .058 .262 .150 -.058 0.000 5 1 .259 -.002 0.000 -.213 .028 -.120 2 .355 0.000 0.000 -.264 .051 -.202 3 .282 -.014 0.000 -.282 .014 -.116 6 1 .183 .113 .120 -.180 -.106 -.050 2 .237 .127 .202 -.231 -.112 -.125 3 .228 .167 .116 -.228 -.167 -.008 7 1 .155 .045 .050 -.138 0.000 .038 2 .231 .114 .125 -.195 -.024 .146 3 .147 -.035 .008 -.147 .035 -.147 8 1 .108 .011 -.038 -.091 .032 0.000 2 .242 .005 -.146 -.207 .082 0.000 3 -.042 .039 .147 .042 -.039 0.000 9 1 .088 .039 0.000 -.105 .004 .066 2 .207 .082 0.000 -.241 .005 .146 3 -.057 0.000 0.000 .057 0.000 -.001 10 1 .135 .007 -.066 -.153 .038 .005 2 .195 -.024 -.146 -.231 .114 -.124 3 .132 .075 .001 -.132 -.075 .292 11 1 .185 -.117 -.005 -.188 .124 -.073 2 .231 -.112 .124 -.237 .127 -.201 3 .253 -.228 -.292 -.253 .228 .144 12 1 .269 -.004 0.000 -.224 -.022 .073 2 .355 0.000 0.000 -.264 -.050 .201 3 .340 -._018 0.000 -.340 .018 -.144 13 1 -.066 0.000 0.000 .066 0.000 0.000 2 .001 0.000 0.000 -.001 0.000 0.000 3 -.218 0.000 0.000 .218 0.000 0.000 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 14 1 -.086 0.000 0.000 .086 0.000 0.000 2 2 .001 0.000 0.000 -.001 0.000 0.000 1 3 -.327 0.000 0.000 .327 0.000 0.000 15 1 .032 0.000 0.000 -.032 0.000 0.000 1 2 -.050 0.000 0.000 .050 0.000 0.000 2 3 .203 0.000 0.000 -.203 0.000 0.000 Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 -.301 .014 0.000 .301 .031 -.039 2 -.278 -.029 0.000 .278 .074 -.234 2 1 -.301 .034 .039 .301 .019 b.000 2 -.278 .210 .234 .278 .121 0.000 3 1 -.301 .039 0.000 .301 .051 -.053 2 -.278 ..250 0.000 .278 .320 -.317 4 1 -.301 .034 .053 .301 .011 0.000 2 -.278 .093 .317 .278 -.048 0.000 5 1 .614 -.002 0.000 -.477 .078 -.323 2 .541 -.017 0.000 -.495 .042 -.236 6 1 .420 .240 .323 -.411 -.218 -.175 2 .411 .280 .236 -.408 -.272 -.058 7 1 .386 .159 .175 -.332 -.024 .184 2 .303 .010 .058 -.285 .036 -.109 8 1 .349 .016 -.184 -.298 .114 0.000 2 .066 .051 .109 -.049 -.007 0.000 9 1 .295 .121 0.000 -.346 .009 .212 2 .031 .039 0.000 -.048 .004 .065 10 1 .330 -.016 -.212 -.383 .152 -.118 2 .266 .082 -.065 -.284 -.037 .297 11 1 .416 -.229 .118 -.425 .252 -.274 2 .438 -.345 -.297 -.440 .353 .072 12 1 .625 -.004 0.000 -.488 -.072 .274 2 .610 -.022 0.000 -.564 -.004 -.072 13 1 -.065 0..000 0.000 .065 0.000 0.000 2 -.284 0.000 0.000 .284 0.000 0.000 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Mem Load Axial @ LJ Shear @ LJ No. Comb (kips) (kips) 14 1 -.085 0.000 Load 2 -.413 0.000 15 1 -.018 0.000 Case 2 .235 0.000 BM @ LJ Axial @ GJ Shear @ GJ (K -ft) (kips) (kips) 0.000 .085 0.000 0.000 .413 0.000 0.000 .018 0.000 0.000 -.235 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. BM @ GJ (K -ft) 0.000 0.000 *** MEMBER STRESSES *** Load Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 11.8 1.2 0.0 11.8 11.8 2 11.8 2.9 38.3 50.1 -26.6 2 1 15.9 .1 0.0 15.9 15.9 2 15.9 -.1 -2.5 13.4 18.4 3 1 13.8 -3.9 0.0 13.8 13.8 2 13.8 3.9 175.2 189.0 -161.5 2 1 2 11.8 3.1 38.3 50.1 -26.6 3 11.8 1.7 0.0 11.8 11.8 2 2 15.9 0.0 -2.5 13.4 18.4 3 15.9 0.0 0.0 15.9 15.9 3 2 13.8 16.2 175.2 189.0 -161.5 3 13.8 9.4 0.0 13.8 13.8 3 1 3 11.8 3.6 0.0 11.8 11.8 4 11.8 4.7 50.3 62.1 -38.5 2 3 15.9 0.0 0.0 15.9 15.9 4 15.9 0.0 -2.0 13.9 17.9 3 3 13.8 19.4 0.0 13.8 13.8 4 13.8 24.7 239.0 252.8 -225.3 4 1 4 11.8 3.2 50.3 62.1 -38.5 5 11.8 .9 0.0 11.8 11.8 2 4 15.9 0.0 -2.0 13.9 17.9 5 15.9 0.0 0.0 15.9 15.9 3 4 13.8 5.3 239.0 252.8 -225.3 5 13.8 -5.3 0.0 13.8 13.8 5 1 1 -18.7 -.2 0.0 -18.7 -18.7 6 -15.4 2.0 67.6 52.2 -82.9 2 1 -25.6 0.0 0.0 -25.6 -25.6 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Joint Axial Shear Shea No. Case No. (psi) (psi) 94.4 -132.5 6 -19.0 -20.3 -20.3 3 1 -20.3 -85.2 8.2 67.6 6 -20.3 6 1 6 -13.2 113.4 96.4 -130.5 7 -13.0 53.5 -86.7 2 6 -17.1 -81.4 2.0 4.6 7 -16.6 3.2 27.9 3 6 -16.4 1 -31.5 11.7 7 -16.4 -1 7 1 7 -11.2 67.7 4.6 8 -9.9 2.6 82.7 2 7 -16.6 -21.6 -29.4 13.8 8 -14.0 -6.5 -6.5 3 '7 -10.6 64.4 5.9 0.0 8 -10.6 2.8 8 1 8 -7.8 0.0 3.0 3.0 9 -6.5 -6.3 -6.3 2 8 -17.4 29.2 5.9 0.0 9 -14.9 .3 -82.1 3 8 3.0 0.0 4.1 4.1 9 3.0 4.4 9 1 9 -6.3 27.0 2.7 -3.1 10 -7.6 1.7 -82.1 2 9 -14.9 69.5 52.8 -86.1 10 -17.4 -9.2 -9.8 3 9 4.1 154.2 8.4 -3.1 10 4.1 9.0 10 1 10 -9.7 69.5 52.8 -86.1 11 -11.0 95.8 -130.0 2 10 -14.0 - 6.5 -80.9 11 -16.6 -.3 0.0 3 10 -9.5 -40.7 -56.9 24.5 11 -9.5 - 11 1 11 -13.3 - 1.3 0.0 12 -13.5 2 11 -16.6 - 13 Jan 93 09:28 am 12 -17.1 3 11 -18.2 -1 12 -18.2 1 12 1 5 -19.4 12 -16.2 - 2 5 -25.6 12 -19.0 - 3 5 -24.5 - P -FRAME Linear Elastic analysis results NMR -1.0 -7.6 -8.1 -1.7 -2.6 -2.8 Bending Top Normal Bot Normal (psi) (psi) (psi) 3.6 113.4 94.4 -132.5 0.0 -20.3 -20.3 1.0 64.9 44.6 -85.2 8.2 67.6 54.4 -80.8 27.9 14.9 -40.9 9.2 113.4 96.4 -130.5 70.1 53.5 -86.7 2.0 64.9 48.5 -81.4 2.0 4.6 -11.9 -21.0 3.2 27.9 16.7 -39.1 0.0 -21.6 -31.5 11.7 8.2 70.1 53.5 -86.7 -81.8 -95.8 67.7 4.6 -6.1 -15.2 2.6 82.7 72.1 -93.3 .8 -21.6 -29.4 13.8 2.3 0.0 -6.5 -6.5 .3 -81.8 -99.2 64.4 5.9 0.0 -14.9 -14.9 2.8 82.7 85.7 -79.7 0.0 3.0 3.0 2.8 0.0 -6.3 -6.3 .3 -36.7 -44.3 29.2 5.9 0.0 -14.9 -14.9 .3 -82.1 -99.5 64.7 0.0 0.0 4.1 4.1 0.0 .3 4.4 3.8 .5 -36.7 -46.5 27.0 2.7 -3.1 -14.1 -7.9 1.7 -82.1 -96.1 68.0 8.2 69.5 52.8 -86.1 5.4 .3 -9.2 -9.8 5.4 -163.7 -173.2 154.2 8.4 -3.1 -16.4 -10.2 9.0 40.7 27.2 -54.2 8.1 69.5 52.8 -86.1 9.2 112.9 95.8 -130.0 6.5 -163.7 -181.9 145.5 6.5 -80.9 -99.1 62.7 -.3 0.0 -19.4 -19.4 1.6 -40.7 -56.9 24.5 0.0 0.0 -25.6 -25.6 3.6 -112.9 -131.9 93.9 1.3 0.0 -24.5 -24.5 Str No. 10 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Joint Axial Shear No. Case No. (psi) (psi) 12.6 12.6 12 -24.5 1.3 13 1 2 12.6 0.0 -.2 0.0 7 12.6 0.0 41.6 2 2 -.2 0.0 0.0 16.4 7 -.2 0.0 -.1 3 2 41.6 0.0 62.3 62.3 7 41.6 0.0 14 1 4 16.4 0.0 -4.7 0.0 11 16.4 0.0 7.4 2 4 -.1 0.0 0.0 -30.1 11 -.1 0.0 Bot Normal 3 4 62.3 0.0 27.6 27.6 11 62.3 0.0 15 1 8 -4.7 0.0 -188.0 35.9 10 -4.7 0.0 27.6 2 8 7.4 0.0 0.0 25.6 10 7.4 0.0 27.6 3 8 -30.1 0.0 25.6 25.6 10 -30.1 0.0 Load Combination Results -20.7 Mem Load Joint Axial Shear No. Comb No. (psi) (psi) 1 1 1 27.6 1.3 0.0 -39.0 2 27.6 2.9 -168.2 2 1 25.6 -2.7 13 Jan 93 09:28 am 2 25.6 6.8 2 1 2 27.6 3.1 3 27.6 1.7 2 2 25.6 19.3 3 25.6 11.1 3 1 3 27.6 3.6 4 27.6 4.7 2 3 25.6 23.0 4 25.6 29.4 4 1 4 27.6 3.2 5 27.6 1.0 2 4 25.6 8.5 5 25.6 -4.4 5 1 1 -44.2 -.2 6 -34.4 5.6 2 1 -39.0 -1.2 6 -35.7 3.0 P -FRAME Linear Elastic analysis results NMR Bending Top Normal Bot Normal (psi) (psi) (psi) 80.9 56.4 -105.4 0.0 12.6 12.6 0.0 12.6 12.6 0.0 -.2 -.2 0.0 -.2 -.2 0.0 41.6 41.6 0.0 41.6 41.6 0.0 16.4 16.4 0.0 16.4 16.4 0.0 -.1 -.1 0.0 -.1 -.1 0.0 62.3 62.3 0.0 62.3 62.3 0.0 -4.7 -4.7 0.0 -4.7 -4.7 0.0 7.4 7.4 0.0 7.4 7.4 0.0 -30.1 -30.1 0.0 -30.1 -30.1 Bending Top Normal Bot Normal (psi) (psi) (psi) 0.0 27.6 27.6 35.9 63.5 -8.2 0.0 25.6 25.6 213.6 239.2 -188.0 35.9 63.5 -8.2 0.0 27.6 27.6 213.6 239.2 -188.0 0.0 25.6 25.6 0.0 27.6 27.6 48.3 76.0 -20.7 0.0 25.6 25.6 289.3 314.9 -263.8 48.3 76.0 -20.7 0.0 27.6 27.6 289.3 314.9 -263.8 0.0 25.6 25.6 0.0 -44.2 -44.2 181.0 146.6 -215.4 0.0 -39.0 -39.0 132.5 96.8 -168.2 Str No. 10 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 6 1 6 -30.3. 17.3 181.0 150.7 -211.3 7 -29.6 -15.7 98.0 68.4 -127.6 2 6 -29.6 20.2 132.5 102.8 -162.1 7 -29.4 -19.6 32.5 3.0 -61.9 7 1 7 -27.8 11.5 98.0 70.2 -125.8 8 -24.0 -1.7 -103.4 -127.3 79.4 2 7 -21.8 .7 32.5 10.6 -54.3 8 -20.5 2.6 61.1 40.6 -81.6 8 1 8 -25.2 1.2 -103.4 -128.5 78.2 9 -21.5 8.2 0.0 -21.5 -21.5 2 8 -4.8 3.6 61.1 56.3 -65.8 9 -3.5 -.5 0.0 -3.5 -3.5 9 1 9 -21.2 8.7 0.0 -21.2 -21.2 10 -25.0 .6 -118.8 -143.8 93.9 2 9 -2.2 2.8 0.0 -2.2 -2.2 10 -3.4 .3 -36.4 -39.9 33.0 10 1 10 -23.8 -1.2 -118.8 -142.6 95.1 11 -27.6 11.0 66.4 38.8 -94.0 2 10 -19.2 5.9 -36.4 -55.7 17.2 11 -20.5 -2.6 -166.8 -187.3 146.3 11 1 11 -30.0 -16.5 66.4 36.4 -96.3 12 -30.6 18.1 153.6 123.0 -184.2 2 11 -31.5 -24.9 -166.8 -198.3 135.2 12 -31.7 25.4 -40.2 -71.9 8.4 12 1 5 -45.0 -.3 0.0 -45.0 -45.0 12 -35.2 -5.2 -153.6 -188.8 118.4 2 5 -43.9 -1.6 0.0 -43.9 -43.9 12 -40.7 -.3 40.2 -.5 -80.9 13 1 2 12.4 0.0 0.0 12.4 12.4 7 12.4 0.0 0.0 12.4 12.4 2 2 54.2 0.0 0.0 54.2 54.2 7 54.2 0.0 0.0 54.2 54.2 14 1 4 16.3 0.0 0.0 16.3 16.3 11 16.3 0.0 0.0 16.3 16.3 2 4 78.7 0.0 0.0 78.7 78.7 11 78.7 0.0 0.0 78.7 78.7 15 1 8 2.7 0.0 .0.0 2.7 2.7 10 2.7 0.0 0.0 2.7 2.7 2 8 -34.8 0.0 0.0 -34.8 -34.8 10 -34.8 0.0 0.0 -34.8 -34.8 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS . Notes: 1. Axial stress is positive for tension. 2. Shear stress is positive for positive shear. 3. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. RMRRAME Linear Elastic analysis results 13 Jan 93St09NG8 AM 1w67m&6res 13 1w Dll� /� STRUCTURAL CALCULATIONS Walker Residence Oroville, Ca. Job Number. #1321 NICHOLS, MELBURG & ROSSETTO, A.I.A. 434 Broadway Chico, Ca. 95928 (916) 891-1710 January 15, 1993 COUNTY OF BUTTE 6UILDING OE�T JAN 15 1993 ?,RO F ESSION q G0�LP�F�c 9r m ti 6. 3ft124 m P. 3-37- CTU -31-.CTU OF CA00.�' JOB Wa � �e r s ENGINEER NM evR STRUCTURAL ENGINEERS PAGE NO. JOB NO. I S DATE CALCULATION OF r 1 f-, L'i .5 r o OIA 5 I I I �QT� x x x X 1 f N N N N JOB _ W,;, I k :a r- �< < ENGINEER Nev M R STRUCTURAL ENGINEERS r n I r- PAGE NO. JOB NO. 1 3 Z 1 DATE G.��'j GG c m r rc S S PS' Psi Z 8,9 Psi C 1 Zt5O L lel s e � M►n. JOB W J k� ee s ENGINEER �o b c riy- NM R STRUCTURAL ENGINEERS f u Mo n-,,-,4 PAGE NO. JOB NO. 13:-Z! DATE -Z // PAS..)/ s - i &, 0 RNs. �z 6 G O ger-id i n5 Z -A P Na, Is M Lk E(lz (top, CL 5 i�t�sl Choi I-l%,A = zoo-�P--16s > iHy - -4- 1�S — (�DY, NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** INITIALIZING DATA *** Job Description: WALKER RESIDENCE Frame Description: BARN TRUSS Structure Parameters Members ........... 15 Joints ............ 12 Springs ........... 0 Sections .......... 4 Materials ......... 1 Load Cases ........ 3 Load Combinations . 2 User Name: NMR Analysis Options Linear Elastic Analysis Imperial Units P -FRAME 1.05 (c) Coovriaht 1982 - 1988 Softek Services Ltd Head Office: 5729 West Boulevard, Ste 2 Vancouver, B.C. V6M 3W8 - Canada (604)263-2726 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER.RESIDENCE BARN TRUSS Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' Sec X -sectional No. Area (in2) 1 10.875 2 13.875 3 5.25 4 6.75 *** SECTION PROPERTY DATA *** Mom. Inertia Shear Area *** JOINT DATA *** (in2) 00) 47.635 Joint X - coord. Y - coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 1 0 1 2 4.5 0 1 1 1 3 9.75 0 1 0 1 4 18.8 0 1 1 1 5 23.3 0 1 0 1 6 3.9 7 1 1 1 7 4.5 7.24 1 1 1 8 8.15 8.68 1 1 1 9 11.65 10.07 0 1 1 10 15.15 8.68 1 1 1. 11 18.8 7.24 1 1 1 12 19.4 7 1 1 1 Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' Sec X -sectional No. Area (in2) 1 10.875 2 13.875 3 5.25 4 6.75 *** SECTION PROPERTY DATA *** Mom. Inertia Shear Area Section Mod (in4) (in2) 00) 47.635 10.875 13.141 98.932 13.875 21.391 5.359 5.25 3.063 11.391 6.75 5.063 Plastic Moment Capacity (K -ft) 0 0 0 0 Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. ----------------------------------------------------------------------- *** MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 1700 0 .038 0 1250 P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. ----------------------------------------------------------------------------- *** MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 0 1 1 4.5 2 2 3 1 1 1 0 1 5.25 3 3 4 1 1 0 1 1 9.05 4 4 5 1 1 1 0 1 4.5 5 1 6 2 1 0 1 1 8.0131 6 6 7 2 1 1 1 1 .6462 7 7 8 2 1 1 1 1 3.9238 8 8 9 2 1 1 0 1 3.7659 9 9 10 2 1 0 1 1 3.7659 10 10 11 2 1 1 1 1 3.9238 11 11 12 2 1, 1 1 1 .6462 12 5 12 2 1 0 1 1 8.0131 13 2 7 3 1 0 0 1 7.24 14 4 11 3 1 0 0 1 7.24 15 8 10 4 1 0 0 1 7. Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). 2. Attribute Type 0 indicates that the member has been deleted. P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am *** MEMBER LOAD DATA *** load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 1 0 -.01 0 2 2 0 -.01Q 0 3 3 0 -.01 (J 0 4 4 0 -.01 0 5 5 0 -.0133 0 6 6 0 -.0133 0 7 7 0 -.0133. 0 8 8 0 -.0133 V f�r 9 9 0 -.0133 10 10 0 -.0133 �� 0 11 11 0 -.0133 0 12 12 0 .0133 0 load case 2 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 5 0 -.0267 0 2 6 0 -.0267 0 V 3 7 0 -.0267 0 4 8 0 -.0267 5 9 0 -.0267 to f5106 6 10 0 -.0267 0 7 11 0 -.0267 0 8 12 0 -.0267 0 load case 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 0 -.053 ✓ 0 1 2 3 0 -.053 0 40 �5P P -FRAME Input Data NMR Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 NICHOLS, MELBURG, & ROSSETTO AIA 0 0 0. WALKER RESIDENCE 0 0 0 BARN TRUSS 0 0 0 *** LOAD INITIALIZING DATA *** load # loaded # support # loaded describe case joints settlemnts members load case 1 0 0 12 DEAD LOAD 2 0 0 8 ROOF LIVE LOAD 3 -------------------------------------------------------------------------------- 0 0 2 FLOOR LIVE LOAD *** MEMBER LOAD DATA *** load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 1 0 -.01 0 2 2 0 -.01Q 0 3 3 0 -.01 (J 0 4 4 0 -.01 0 5 5 0 -.0133 0 6 6 0 -.0133 0 7 7 0 -.0133. 0 8 8 0 -.0133 V f�r 9 9 0 -.0133 10 10 0 -.0133 �� 0 11 11 0 -.0133 0 12 12 0 .0133 0 load case 2 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 5 0 -.0267 0 2 6 0 -.0267 0 V 3 7 0 -.0267 0 4 8 0 -.0267 5 9 0 -.0267 to f5106 6 10 0 -.0267 0 7 11 0 -.0267 0 8 12 0 -.0267 0 load case 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 0 -.053 ✓ 0 1 2 3 0 -.053 0 40 �5P P -FRAME Input Data NMR Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 Str No. 10 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Notes: 1. Sloped UDL, Projected UDL & Point Loads act in the global coordinate system. 2. Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate system. 3. Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am *** LOAD COMBINATION DATA *** Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1 1 3 1 P -FRAME Input Data Str No. 10 NMR 13 Jan 93 09:18 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** ANALYSIS HISTORY *** Structure Degrees of Freedom .................. 32 Structure Half -Bandwidth ...................... 22 Structure Stiffness Elements 704 Member with maximum half -bandwidth ............ 12 Number of Support Joints and Springs ........... 4 --------------------------------------------------------------------------------- Notes: 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am *** SUPPORT REACTIONS *** Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 0.000 .238 0.000 2 0.000 .311 0.000 3 0.000 .197 0.000 3 1 0.000 .057 0.000 2 0.000.00 0.000 3 0.000 00 . 3? 0.000 5 1 0.000 o� 7 0.000 2 0.000 .311 0.000 3 0.000 .248 0.000 9 1 0.000 0.000 0.000 2 0.000 0.000 0.000 3 0.000 0.000 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 1 1 0.000 .549 0.000 2 0.000 .435 0.000 3 1 0.000 .058 0.000 2 0.000 .371 0.000 5 1 0.000 .558 0.000 2 0.000 .495 0.000 9 1 0.000 0.000 0.000 2 0.000 0.000 0.000 Notes: 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, 8 ROSSETTO AIA WALKER RESIDENCE BARN TRUSS *** JOINT DISPLACEMENTS *** Load Case Results Joint Load X-Displ. Y-Displ. Rotation Number Case (in) (in) (rad) 1 1 .00442 0.00000 0.00000 2 -.00120 0.00000 0.00000 3 .02815 0.00000 0.00000 2 1 .00480 .00198 -.00001 2 -.00069 -.00046 0.00000 3 .02859 .01573 -.00022 3 1 .00523 0.00000 0.00000 2 -.00010 0.00000 0.00000 3 .02910 0.00000 0.00000 4 1 .00599 -.00629 .00020 2 .00091 -.00063 .00001 3 .02998 -.02915 .00124 5 1 .00636 0.00000 0.00000 2 .00142 0.00000 0.00000 3 .03041 0.00000 0.00000 6 1 -.00420 .00370 -.00012 2 -.00726 .00193 -.00028 3 -.00500 .01715 .00012 7 1 -.00383 .00262 -.00017 2 -.00638 -.00047 -.00037 3 -.00536 .01785 .00009 8 1 -.00105 -.00523 -.00014 2 -.00021 -.01727 -.00024 3 -.00559 .01763 -.00017 9 1 0.00000 -.00838 0.00000 2 0.00000 -.01896 0.00000 3 0.00000 .00378 0.00000 10 1 -.00128 -.01111 .00003 2 .00016 -.01739 .00023 3 -.00707 -.01433 -.00043 11 1 .00064 -.00545 .00019 2 .00631 -.00063 .00037 3 -.01195 -.02597 .00006 12 1 .00113 -.00407 .00018 2 .00720 .00178 .00028 3 -.01166 -.02503 .00018 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 1 1 .00323 0.00000 0.00000 2 .03257 0.00000 0.00000 2 1 .00411 .00152 -.00001 2 .03338 .01770 -.00023 3 1 .00513 0.00000 0.00000 2 .03433 0.00000 0.00000 4 1 .00690 -.00691 .00020 2 .03596 -.03544 .00143 5 1 .00777 0.00000 0.00000 2 .03677 0.00000 .0.00000 6 1 -.01146 .00564 -.00040 2 -.00920 .02085 0.00000 7 1 .-.01021 .00215 -.00054 2 -.00919 .02047 -.00008 8 1 -.00126 -.02250 -.00037 2 -.00664 .01240 -.00031 9 1 0.00000 -.02734 0.00000 2 0.00000 -.00460 0.00000 10 1 -.00112 -.02851 .00026 2 -.00836 -.02544 -.00041 11 1 .00696 -.00608 .00057 2 -.01130 -.03142 .00025 12 1 .00833 -.00229 .00046 2 -.01053 -.02910 .00036 Notes: 1. Positive X -displacements are in the positive global X direction. 2. Positive Y -displacements are in the positive global Y direction. 3. Positive Z -displacements are counter -clockwise. *** MEMBER FORCES *** Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Case (kips) (kips) (K -ft) 1 1 -.128 .013 0.000 P -FRAME Linear Elastic analysis results NMR Axial @ GJ Shear @ GJ BM @ GJ (kips) (kips) (K -ft) .128 .032 -.042 Sir No. 10 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 2 -.173 .001 0.000 .173 -.001 .003 3 -.150 -.043 0.000 .150 .043 -.192 2 1 -.128 .034 .042 .128 .018 0.000 2 -.173 -.001 -.003 .173 .001 0.000 3 -.150 .176 .192 .150 .103 0.000 3 1 -.128 .039 0.000 .128 .051 -.055 2 -.173 0.000 0.000 .173 0.000 .002 3 -.150 .211 0.000 .150 .269 -.262 4 1 -.128 .035 .055 .128 .010 0.000 2 -.173 0.000 -.002 .173 0.000 0.000 3 -:150 .058 .262 .150 -.058 0.000 5 1 .259 -.002 0.000 -.213 .028 -.120 2 .355 0.000 0.000 -.264 .051 -.202 3 .282 -.014 0.000 -.282 .014 -.116 6 1 .183 .113 .120 -.180 -.106 -.050 2 .237 .127 .202 -.231 -.112 -.125 3 .228 .167 .116 -.228 -.167 -.008 7 1 .155 .045 .050 -.138 0.000 .038 2 .231 .114 .125 -.195 -.024 .146 3 .147 -.035 .008 -.147 .035 -.147 8 1 .108 .011 -.038 -.091 .032 0.000 2 .242 .005 -.146 -.207 .082 0.000 3 -.042 .039 .147 .042 -.039 0.000 9 1 .088 .039 0.000 -.105 .004 .066 2 .207 .082 0.000 -.241 .005 .146 3 -.057 0.000 0.000 .057 0.000 -.001 10 1 .135 .007 -.066 -.153 ...038 .005 2 .195 -.024 -.146 -.231 .114 -.124 3 .132 .075 .001 -.132 -.075 .292 11 1 .185 -.117 -.005 -.188 .124 -.073 2 .231 -.112 .124 -.237 .127 -.201 3 .253 -.228 -.292 -.253 .228 .144 12 1 .269 -.004 0.000 -.224 -.022 .073 2 .355 0.000 0.000 -.264 -.050 .201 3 .340 -.018 0.000 -.340 .018 -.144 13 1 -.066 0.000 0.000 .066 0.000 0.000 2 .001 0.000 0.000 -.001 0.000 0.000 3 -.218 0.000 0.000 .218 0.000 0.000 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 14- 1 -.086 0.000 0.000 .086 0.000 0.000 2 .001 0.000 0.000 -.001 0.000 0.000 3 -.327 0.000 0.000 .327 0.000 0.000 15 1 .032 0.000 0.000 -.032 0.000 0.000 2 -.050 0.000 0.000 .050 0.000 0.000' 3 .203 0.000 0.000 -.203 0.000 0.000 Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 -.301 .014 0.000 .301 .031 -.039 2 -.278 -.029 0.000 .278 .074 -.234 2 1 -.301 .034 .039 .301 .019 0.000 2 -.278 .210 .234 .278 .121 0.000 3 1 -.301 .039 0.000 .301 .051 -.053 2 -.278 .250 0.000 .278 .320 -.317 4 1 -.301 .034 .053 .301 .011 0.000 2 -.278 .093 .317 .278 -.048 0.000 5 1 .614 -.002 0.000 -.477 .078 -.323 2 .541 -.017 0.000 -.495 .042 -.236 6 1 .420 .240 .323 -.411 -.218 -.175 2 .411 .280 .236 -.408 -.272 -.058 7 1 .386 .159 .175 -.332 -.024 .184 2 .303 .010 .058 -.285 .036 -.109 8 1 .349 .016 -.184 -.298 .114 0.000 2 .066 .051 .109 -.049 -.007 0.000 9 1 .295 .121 0.000 -.346 .009 .212 2 .031 .039 0.000 -.048 .004 .065 10 1 .330 -.016 -.212 -.383 .152 -.118 2 .266 .082 -.065 -.284 -.037 .297 11 1 .416 -.229 .118 -.425 .252 -.274 2 .438 -.345 -.297 -.440 .353 .072 12 1 .625 -.004 0.000 -.488 -.072 .274 2 .610 -.022 0.000 -.564 -.004 -.072 13 1 -.065 0.000 0.000 .065 0.000 0.000 2 -.284 0.000 0.000 .284 0.000 0.000 P -FRAME Linear Elastic analysis results Q,nj Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Mem Load Axial @ LJ Shear @ LJ No. Comb (kips) (kips) 14 1 -.085 0.000 0.000 2 -.413 0.000 15 1 -.018 0.000 0.000 2 .235 0.000 BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ (K -ft) (kips) (kips) (K -ft) 0.000 .085 0.000 0.000 0.000 .413 0.000 0.000 0.000 .018 0.000 0.000 0.000 -.235 0.000 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. *** MEMBER STRESSES *** Load Case Results Mem Load Joint Axial Shear No. Case No. (psi) (psi) 1 1 1 11.8 1.2 -2.5 13.4 2 11.8 2.9 13.8 2 1 15.9 .1 50.1 -26.6 2 15.9 -.1 -2.5 3 1 13.8 -3.9 15.9 175.2 2 13.8 3.9 2 1 2 11.8 3.1 50.3 62.1 3 11.8 1.7 15.9 2 2 15.9 0.0 13.8 13.8 3 15.9 0.0 50.3 3 2 13.8 16.2 11.8 -2.0 3 13.8 9.4 3 1 3 11.8 3.6 0.0 13.8 4 11.8 4.7 -18.7 2 3 15.9 0.0 -25.6 -25.6 4 15.9 0.0 3 3 13.8 19.4 4 13.8 24.7 4 1 4 11.8 3.2 5 11.8 .9 2 4 15.9 0.0 5 15.9 0.0 3 4 13.8 5.3 5 13.8 -5.3 5 1 1 -18.7 -.2 6 -15.4 2.0 2 1 -25.6 0.0 P -FRAME Linear Elastic analysis results NMR Bending Top Normal Bot Normal (psi) (psi) (psi) 0.0 11.8 11.8 38.3 50.1 -26.6 0.0 15.9 15.9 -2.5 13.4 18.4 0.0 13.8 13.8 175.2 189.0 -161.5 38.3 50.1 -26.6 0.0 11.8 11.8 -2.5 13.4 18.4 0.0 15.9 15.9 175.2 189.0 -161.5 0.0 13.8 13.8 0.0 11.8 11.8 50.3 62.1 -38.5 0.0 15.9 15.9 -2.0 13.9 17.9 0.0 13.8 13.8 239.0 252.8 -225.3 50.3 62.1 -38.5 0.0 11.8 11.8 -2.0 13.9 17.9 0.0 15.9 15.9 239.0 252.8 -225.3 0.0 13.8 13.8 0.0 -18.7 -18.7 67.6 52.2 -82.9 0.0 -25.6 -25.6 Str No. 10 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Joint Axial Shear No. Case No. (psi) (psi) 94.4 -132.5 6 -19.0 -20.3 -20.3 3 1 -20.3 - 8.2 67.6 6 -20.3 7.6 6 1 6 -13.2 113.4 96.4 -130.5 7 -13.0 - -86.7 2 6 -17.1 -81.4 2.0 4.6 7 -16.6 - 27.9 3 6 -16.4 1 -31.5 11.7 7 -16.4 -1 7 1 7 -11.2 67.7 2.6 4.6 8 -9.9 2.6 82.7 2 7 -16.6 -21.6 -29.4 13.8 8 -14.0 - -6.5 3 7 -10.6 - 5.9 0.0 8 -10.6 2.8 8 1 8 -7.8 0.0 3.0 3.0 9 -6.5 -6.3 -6.3 2 8 -17.4 29.2 5.9 0.0 9 -14.9 .3 -82.1 3 8 3.0 0.0 4.1 4.1 9 3.0 - 9 1 9 -6.3 27.0 2.7 -3.1 10 -7.6 1.7 -82.1 2 9 -14.9 69.5 52.8 -86.1 10 -17.4 -9.2 -9.8 3 9 4.1 154.2 8.4 -3.1 10 4.1 9.0 10 1 10 -9.7 69.5 52.8 -86.1 11 -11.0 95.8 -130.0 2 10 -14.0 - 6.5 -80.9 11 -16.6 -.3 0.0 3 10 -9.5 -40.7 -56.9 24.5 11 -9.5 - 11 1 11 -13.3 - 1.3 0.0 12 -13.5 2 11 -16.6 - 13 Jan 93 09:28 am 12 -17.1 3 11 -18.2 -1 12 -18.2 1 12 1 5 -19.4 12 -16.2 - 2 5 -25.6 12 -19.0 - 3 5 -24.5 - P -FRAME Linear Elastic analysis results NMR Bending Top Normal Bot Normal (psi) (psi) (psi) 3.6 113.4 94.4 -132.5 1.0 0.0 -20.3 -20.3 1.0 64.9 44.6 -85.2 8.2 67.6 54.4 -80.8 7.6 27.9 14.9 -40.9 9.2 113.4 96.4 -130.5 8.1 70.1 53.5 -86.7 2.0 64.9 48.5 -81.4 2.0 4.6 -11.9 -21.0 3.2 27.9 16.7 -39.1 0.0 -21.6 -31.5 11.7 8.2 70.1 53.5 -86.7 1.7 -81.8 -95.8 67.7 2.6 4.6 -6.1 -15.2 2.6 82.7 72.1 -93.3 .8 -21.6 -29.4 13.8 2.3 0.0 -6.5 -6.5 .3 -81.8 -99.2 64.4 5.9 0.0 -14.9 -14.9 2.8 82.7 85.7 -79.7 2.8 0.0 3.0 3.0 2.8 0.0 -6.3 -6.3 .3 -36.7 -44.3 29.2 5.9 0.0 -14.9 -14.9 .3 -82.1 -99.5 64.7 0.0 0.0 4.1 4.1 0.0 .3 4.4 3.8 .5 -36.7 -46.5 27.0 2.7 -3.1 -14.1 -7.9 1.7 -82.1 -96.1 68.0 8.2 69.5 52.8 -86.1 5.4 .3 -9.2 -9.8 5.4 -163.7 -173.2 154.2 8.4 -3.1 -16.4 -10.2 9.0 40.7 27.2 -54.2 8.1 69.5 52.8 -86.1 9.2 112.9 95.8 -130.0 6.5 -163.7 -181.9 145.5 6.5 -80.9 -99.1 62.7 -.3 0.0 -19.4 -19.4 1.6 -40.7 -56.9 24.5 0.0 0.0 -25.6 -25.6 3.6 -112.9 -131.9 93.9 1.3 0.0 -24.5 -24.5 Str No. 10 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Case Results Mem Load Joint Axial Shear No. Case No. (psi) (psi) 12.6 12.6 12 -24.5 1.3 13 1 2 12.6 0.0 -.2 .0.0 7 12.6 0.0 41.6 2 2 -.2 0.0 0.0 16.4 7 -.2 0.0 -.1 3 2 41.6 0.0 62.3 62.3 7 41.6 0.0 14 1 4 16.4 0.0 -4.7 0.0 11 16.4 0.0 7.4 2 4 -.1 0.0 0.0 -30.1 11 -.1 0.0 Bot Normal 3 4 62.3 0.0 27.6 27.6 11 62.3 0.0 15 1 8 -4.7 0.0 -188.0 35.9 10 -4.7 0.0 27.6 2 8 7..4 0.0 0.0 25.6 10 7.4 0.0 27.6 3 8 -30.1 0.0 25.6 25.6 10 -30.1 0.0 Load Combination Results -20.7 Mem Load Joint Axial Shear No. Comb No. (psi) (psi) 1 1 1 27.6 1.3 0.0 -39.0 2 27.6 2.9 -168.2 2 1 25.6 -2.7 13 Jan 93 09:28 am 2 25.6 6.8 2 1 2 27.6 3.1 3 27.6 1.7 2 2 25.6 19.3 3 25.6 11.1 3 1 3 27.6 3.6 4 27.6 4.7 2 3 25.6 23.0 4 25.6 29.4 4 1 4 27.6 3.2 5 27.6 1.0 2 4 25.6 8.5 5 25.6 -4.4 5 1 1 -44.2 -.2 6 -34.4 5.6 2 1 -39.0 -1.2 6 -35.7 3.0 P -FRAME Linear Elastic analysis results NMR Bending Top Normal Bot Normal (psi) (psi) (psi) 80.9 56.4 -105.4 0.0 12.6 12.6 0.0 12.6 12.6 0.0 -.2 -:2 0.0 -.2 -.2 .0.0 41.6 41.6 0.0 41.6 41.6 0.0 16.4 16.4 0.0 16.4 16.4 0.0 -.1 -.1 0.0 -.1 -.1 0.0 62.3 62.3 0.0 62.3 62.3 0.0 -4.7 -4.7 0.0 -4.7 -4.7 0.0 7.4 7.4 0.0 7.4 7.4 0.0 -30.1 -30.1 0.0 -30.1 -30.1 Bending Top Normal Bot Normal (psi) (psi) (psi) 0.0 27.6 27.6 35.9 63.5 -8.2 0.0 25.6 25.6 213.6 239.2 -188.0 35.9 63.5 -8.2 0.0 27.6 27.6 213.6 239.2 -188.0 0.0 25.6 25.6 0.0 27.6 27.6 48.3 76.0 -20.7 0.0 25.6 25.6 289.3 314.9 -263.8 48.3 76.0 -20.7 0.0 27.6 27.6 289.3 314.9 -263.8 0.0 25.6 25.6 0.0 -44.2 -44.2 181.0 146.6 -215.4 0.0 -39.0 -39.0 132.5 96.8 -168.2 Str No. 10 13 Jan 93 09:28 am 1 NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 6 1 6 -30.3- 17.3 181.0 150.7 -211.3 7 -29.6 -15.7 98.0 68.4 -127.6 2 6 -29.6 20.2 132.5 102.8 -162.1 7 -29.4 -19.6 32.5 3.0 -61.9 7 1 7 -27.8 11.5 98.0 70.2 -125.8 8 -24.0 -1.7 -103.4 -127.3 79.4 2 7 -21.8 .7 32.5 10.6 -54.3 8 -20.5 2.6 61.1 40.6 -81.6 8 1 8 -25.2 1.2 -103.4 -128.5 78.2 9 -21.5 8.2 0.0 -21.5 -21.5 2 8 -4.8 3.6 61.1 56.3 -65.8 9 -3.5 -.5 0.0 -3.5 -3.5 9 1 9 -21.2 8.7 0.0 -21.2 -21.2 10 -25.0 .6 -118.8 -143.8 93.9 2 9 -2.2 2.8 0.0 -2.2 -2.2 10 -3.4 .3 -36.4 -39.9 33.0 10 1 10 -23.8 -1.2 -118.8 -142.6 95.1 11 -27.6 11.0 66.4 38.8 -94.0 2 10 -19.2 5.9 -36.4 -55.7 17.2 11 -20.5 -2.6 -166.8 -187.3 146.3 11 1 11 -30.0 -16.5 66.4 36.4 -96.3 12 -30.6 18.1 153.6 123.0 -184.2 2 11 -31.5 -24.9 -166.8 -198.3 135.2 12 -31.7 25.4 -40.2 -71.9 8.4 12 1 5 -45.0 -.3 0.0 -45.0 -45.0 12 -35.2 -5.2 -153.6 -188.8 118.4 2 5 -43.9 -1.6 0.0 -43.9 -43.9 12 -40.7 -.3 40.2 -.5 -80.9 13 1 2 12.4 0.0 0.0 12.4 12.4 7 12.4 0.0 0.0 12.4 12.4 2 2 54.2 0.0 0.0 54.2 54.2 7 54.2 0.0 0.0 54.2 54.2. 14 1 4 16.3 0.0 0.0 16.3 16.3 11 16.3 0.0 0.0 16.3 16.3 2 4 78.7 0.0 0.0 78.7 78.7 11 78.7 0.0 0.0 78.7 78.7 15 1 8 2.7 0.0 0.0 2.7 2.7 10 2.7 0.0 0.0 2.7 2.7 2 8 -34.8 0.0 0.0 -34.8 -34.8 10 -34.8 0.0 0.0 -34.8 -34.8 P -FRAME Linear Elastic analysis results Str No. 10 NMR 13 Jan 93 09:28 am NICHOLS, MELBURG, & ROSSETTO AIA WALKER RESIDENCE BARN TRUSS Notes: 1. Axial stress is positive for tension. 2. Shear stress is positive for positive shear. 3. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. RMRRAME Linear Elastic analysis results 13 Jan 93StO 008 AM COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSO2[P RCE A.r�Q ZONING1?1 03 OWNERCL 1 C e rcL ' 1 Iv/tel Y_PHO(31 Od ' AD RESS OWNERV1, Ad L � Q�Q //i�t O 0 LOCATIOISLOF BUILDING t4a e: USE OF B4,rQDINGktj 3ny- (Sws �y _ Sf-0 "t� � Cf�- e n G SIZE OF STRUCTURE r9 tf ' X t' = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAMESTEEL CONCRETE OTHER (Specify) TYPE OF SIDIN ROOF 99VERING 54' FLOOR T E 0 00 ESTIMATED COST OFf,,ONSTRUCTION $ 00 ( AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: / S(3 /oM 'Cf— i /0 �O FRONT SIDES REAR AG Buildings shall be a minimum of.five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date ls�Signature of Owner Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. A -4 --al Director of Public Works BY Date Z' d' � White - DPW, Yellow - Assessor, Pink - B.1., Goldenrod - Applicant PERMIT NO. 3953=78B,P,E,M PERMIT EXPIRES _% 1AA7191 OWNER GERALD & KAY WALKER CONTR. owner LOCATION (A.P. 41-40-46port SIS Adobe Ln, app 1200' off Clark Rd., Paradise i 1MM�R k Temp. Power Pole a Called`PG&E Temp. Elea Serv. Called PG&E Temp. Gas Serv. Called PG&E i =t JOB FINALED (Da ) (Signature) COUNTY!OF BUTTE —DEPARTMENT OF PUBLIC WORKS .K BUILDING INSPECTION RECORD r' DATE REMARKS OR CORRECTIONS CLoe 1-7—CO cltz_ 9 1., ( n en y mus-fbe made on this form each time you visit the job site.) Y THIS 1SYTO CERTIFY THAT INSULATION HAS'1EEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS. CALIFOR.IIA ADMINISTRATIVE CODE, TITLE 25. STATE OF CALIFORNIA. IN THE BUILDING LOCATED AT: - Street LotNumber Tract No. EXTERIOR MALLS Manufacturerz tel: Thickness/Type (" R Value l CEILINGS Batts: Manufacturer v Thickness Sl'*+ (�, Si R Value 1:1) Blown: Manufacturer Thickness No. Bags Mt./Bag FLOORS Manufacturer SLAB ON GRADE Manufacturer Sq. Ft. Covered R Value Thickness/Type R Value Thickness/Type R Value Width of Insulation Inches FOUNDATION MALLS Manufacturer Thickness/Type R Value GENERA NTRACTOR LICENSE NUMBER 8Y•TITLE �yyy.p,�+ DATE %" T ZI- !NS TION CONTTORN1 SU LA T I O N LICENSE NUMBER 2 1 2 4 6 1 6 1\ L TITLE LL�iL�cn DATE •'� —�( <' • _ COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORK 7 County Center Drive - Oroville, California 95965 • '�• Telephone: 534-4541 APPLICATION AND PERMIT ouulul — 1VFIV0WIIlau vco UI uI6 I�UU11ty UI DUll6 lU C.IIICI UPUF1 1116 above-mentioned property for inspection purposes. X L�� Date 7 G 2/ - SiIo re of Permmiitee or Agent Receipt No. 1 2C<3 90 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO PUBLIC WORKS By Date 7-2-7-7_ Btkilding permit expires Date 7-yi-7 41 km BUILDING Owner L SQ. FT. OCC. BUILDING VALUATION le A. OD Mailing Address — t no Telephone No. (.75-,& de� t oQ o JlArir V V C3 C Contractor Mailing Address Fireplace 00 , - Total Valuation e Telephone No. Permit Fee 4/ r 00 Building Address Plan Checking Fee&/or Penalty Permit Fee aQ �2 La PLUMBING No. @ FEE PERMIT FILING FEE $3.00 JZ QO Each Trap 1.50 fl 7,onihg Yerificafion Onlyl ow", . LL Q Repair drainage or vent piping 1.50 A. P. No. .Q 0 / sf% A'A' M N -3 Zoning & Planning -water piping 1.50 Each gas water heater or vent 1.50 fW tN-G'' S i� on I Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans arcel Declaratiioon� Ra c l ap 60' R/W Improv ents Each additional outlet .30 Building sewer 5.00 Bl dg.Llns Recd fi`Parce A royal Planspproval Lawn sprinkler system 2.00 NEW JZ ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00600V , pp OR LS Main service 100 AMP ORSLESS 5.00 Single Family Duplex Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600v 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DW L ((�� - CUP -4 OR ADDNS. AC D�.a ) 22sgft , fl CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st %� le of: NEW RESID.CONST MULT.CH CII T NON-RESID. ( BRANCH CIRCUITS) 12.50ea ' NEW CONSTR. (POWER APPARATUS e NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTI1PES1 6 e5 FIXED APPLNS. OR Ex. OCCU p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 rafw I am exempt from the Contractors License Laws of the State of California. Permit Fee $ oto $ I WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. bI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL. N0.1 @ FEE PERMIT FILING FEE $3.00 , QD Heating 060 U Ob ' 17-- viler Cooling} Ventilation Hood 2.00 p�.C7C7 Permit Fee $ (Q-6 6 $ 14 , -e I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ 1A. � TOTAL PERMIT FEE $ ouulul — 1VFIV0WIIlau vco UI uI6 I�UU11ty UI DUll6 lU C.IIICI UPUF1 1116 above-mentioned property for inspection purposes. X L�� Date 7 G 2/ - SiIo re of Permmiitee or Agent Receipt No. 1 2C<3 90 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO PUBLIC WORKS By Date 7-2-7-7_ Btkilding permit expires Date 7-yi-7 41 km 10 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 ! Telephone: 534-4541 APPLICATION AND PERMIT ' BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address / U 6 _ Tel hone No. Contractor [�✓ ,� �� , Mailing Address Fireplace Total Valuation Telephone No. Permit Fee a.0 Building Address _ _ O C �.61VG Plan Checking Fee&/or Penalty Permit Fee Oo L ,0 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. �� —� L�� . 6 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F W. senitetierl- Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. PI .edParcelrovol 1 Pla pprovol Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ® Permit Fee $ ELECTRICAL No. @ PEE 7J' PERMIT FILING FEE $3.00 Main service 100 AMP ORSLESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST.( OR ADDNS. ACCLLING BLDGS.CCUP. 4) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %� NEW CONSTRES'D, -OUTLET NON.RESID BRANCH CIRCUITS) 2.50ea i NEW CONSTR POWER APPARATUS d NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 5 L� Ex. ccu FIXED APPLNS. OR O p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of Cal ifomia. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of wIrmitorkmen's Compensation Insurance. certify that in the performance of the work for which this pis issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances State Laws relating to building construction, and hereby Land Development Fee Is TOTAL PERMIT FEE $ 1 Aand authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection pup6oses. X ' Date �V/ Si e f Permitee or Agent Receipt No. T� e; Ak' White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR ZFAU LIC WORKS BY Date /0—/6-7,7 B 'ding permit expires Date NOTl=;.,_A11 ' Material- ` Accordance with R�,:a ized rrmcnhi' Shali Be i this set of Plans and sPecifictions NtU51 be 4 ,o,.o €�i a }ices ani, nA it is unlawful to �•. je•:; c;s the 1° �t r:�l limes a Y F � �:at•.. O , ► Ut�jfom fi�si.iir, e_c , , 7'�e� .' iF:�•p se in fh r a!@nrations on same wit!»u• g €=1•-. g mt��-c'�' `si�---24 ��F,p Ns=r�. i`ite ;;lsJim Od find -- oae. es ►•,.c Words. ,oan;y. of. Butte, - s7AM r y `+ the �} �F a5ft.fr �. The Blcr�. Setback sh 11 the l a d f. fr ,,;t a n� 'Poy. line er fitting . maxi- t :,',�. ..a ai.1i a roa Ve ,n ng but $ntirely �, c � f ewe 4 �^ 3 ! cll ent Z ou:i o ec�,em O 61 OF r ` �• A R.occ ND 8 -Sff 7-79 r 8UTTF COU14TY DEPARTMEi t6 caA y� P DIR 6,40 3 fs"�-�� Oro r�%! Lam., ��s-�f�� /f .. , �� •�'� rr, i • `S 3 3 l `3�'�vf z-' !2IIa LIFE CYCLE COST ANALYSIS FOR HVAC SYSTEMS r protect • ��eal- t�c�t� system type montat i -- Form 5 checked Dy date A INITI L SYSTEM COST Heath art Muchan n s ......................•. 04 ;� Ch . � $ 'a.:rs r Labor to Install Mechanical HeatingEquipment 2 c— 3y� Cooling I Mechanical Cooling Equipment Cost ..... EC, 4 to Install Mechanical Cooling Equipment ................................:....... Lc 5 6 Other Cost of Materials, La to Install Materials, Overhead and Profit .....................•........................... 7 R B EQUIPMENT REPLACEME OST Heating... ( ,5_553 _ O l�� R x ) ...... 8 ECh + Lh ER RV from Line 3 from ble 7.2 from Table 7.2 Cooling... $ x c _ 9 R 10 `c ECc + Lc ER RV from Line 6 from Table 7.2 from Table •2 C MAINTENANCE COST � Heating ,........ �r V —$ x i OS x 17.2921 v ......,.1 1 4 EC,, from Line 1 MC from Tab 7.1 ''--,� Zo .� Cooling.....,,... $ x x 17. 921 . ........12 . — --_tea- 13 4 EC, from Line 4 MC f m Table 7.1 D ENERGY COST Heating ..,...... ` G ( Q, u/vr x x• _SJ� yr • $/(the or kW • hr Oh from Form 2 C from PW from ��jj���i..� ���� F ... 14 (o L4 I Table 7�5 Table 7.3 n ,••„•,••, C7 _ 2 ' x �� Btu/(therm or kW\ht E from Table 7.1 F from Table 7.4 Cooling ......... �/�Uy ^/�hr/y1 xt,('/ o V Btu/hr x a yr • $AW • ef-I Tably 7.6 Cooling Input from PW from Manufacturer Table 7.3� Btu/(W•hr) x 1000W•hr/(kW•hr)' E From Table 7.1 E LIFE CYCLE COST Total...........................................•,,,..,..•......,................... (Line 3 + 6 + 7 + 10 +13 + 14 +15) sLCC 16 ' r RESIDENTIAL' PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC:"ONLY) Bldg. A.P. A. GENERAL t®l Zoning requirements (sidrvaards and parking). 0: valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel _size and dimension Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Pe t # 3g J &_ 7T #. — •V+)._ Complete to scale plan with dimensions. tRequired quired windows for light and ventilation (Sec. 1 OS windows for second exit (Sec. 1404) lowable glazing for energy requirem is (207/0 x. per.State law). man impact glass (Sec. 5406).quired room sizes, ceiling heights (Sec. 1407) LF.C.I.'s in baths and exterior outlets (Sec. 210-8). ight fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. ;,E'. Garage firewall, door size, and closer (Sec. $03(d)(4)). 16� 1 - 3'0" exterior exit door (Sec. 3303d). 01 -Fireplace location. 3. Smoke detectors (Sec.' 1413). D. STRUC L DETAILS .1 Foundation plan complete enough to construct building. ,000" Floor construction details complete enough to construct building. ,elevations and wall construction details complete enough to construct building. �� Roof construction details complete enough to construct building. . ,551' Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy 'ns at�iron quirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and ov rhangs. Stairway details (Seca 3305). ni ��.� 4 3,� ardrail details (Sec. 1716). ick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). 610 Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. t��arage door or porch header sizes. Adequate bracing. �! Living area over garage complete 1 -hour separation required including supporting walls and posts, etc. 10 Ve Two (2) exits on three-story dwellings (Sec. 3302).