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HomeMy WebLinkAbout039-520-032�.� x �„ of t,•,�;�, �-r�- i` - ^-t ., _ - 039-520-032 PERMITN96-0671 EDSTROM, John 2591 Widgeon Ln., Durham (� New Single Family �D 039-520-032 04-0573 EDSTROM,JOHN 2591 WIDEON LN., DURHA WALED CONT: ADONIS POOLS 2 oY NEW SWIMMING POOL D c RESIDENTIAL 4--0573 039-520-032 PERMIT NO. — EDSTROM, JOHN _ a 2591 WIDEON LN., DURHAM ; CONT: ADONIS POOLS r NEW SWIMMING POOL n I_ - SPECIAL _- SPECIAL CONDITIONS CHECKED ' BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALE `� , Signatu J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line Electric 8. 3. Blocking 9. Siding; Nailing -Veneer -Stucco -Mesh 4. Gas; MH Test -Demand -Valve Roof; Shthg-Roofing 11. 5. Electricity; MH Test 12. Braced Wall Panels 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card 13-1, " Date Card B-1 Date POOLS Ian's) OK. -except #'s ?,pZbil§�<ompaction-Structure Stability 3 Dol Stpdc-ture: Steel -Connections -Thickness f4/Elec.; ceptacles and Lighting, Distance-GFI Pookighting; 15 Volts-GFI 6. Eleni closures: Conduit Entries -Terminals -Listed Bonding; Metal w/5' -Circulating VElec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. P mb.; Cir. Test -Water Supply Test tjXight Niche it nclosure; Fencing -Alarms Date ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 22. Gas Pipe; Sixe & Anchors Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 23. Fire Sprinkler; Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 60. 24. Fixture & Transformer Clearance -Ins. Protection 61. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 62. 26. Size Boxes & No. of Conductors Stapled 63. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI FINAL (Plans) OK except #'s 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Ext. Steps -Door & Sidelight Protection -Landings 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Smoke Detector 32. Service -Riser Conductors & Ground Main Disconnect Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 33. Equip. Clearances Panels-Motors-Mech. Equip. Bedroom Exiting 34. Clothes Closet Light -Shower Light -Spa Light G.F.I. & Bath Fixtures & Tub Access -Spa 35. Smoke Detector Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 73. 36. A.C. Ducts Insulation & Support 74. 37. Vent Fan, Exhaust above insulation 75. 38. Condensate Drain & Overflow, Size & Grade 76. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 77. 40. Attic Access & Platform if Furnace in Attic Date Plb.; Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.FI.)-Romex Protection Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 44. Draft Stop in Walls (rat proof) 84. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 85. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.FI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 7 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds T PERMIT NO. BP040573 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/15/2004 APN: 039-520-032-000 the Business and Professions Code, and my license is in full force and effect. �6� g3� License class: License Number: Site Address: 2591 WIDGEON LN DUR Date: �y Contractor: ,e-4— V Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: pool master 507-01 (550sq ft) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: EDSTROM JOHN P & MAUREEN A LEAHY ,. ' to its issuance, also requires the applicant for such permit to file a ` signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 2591 WIDGEON LN 7000) bf•Division 3 of the Business and Professions Code) or that he or DURHAM, CA she is'exempt therefrom and the basis for the alleged exemption. Any violation .,of Section 7031.5 by any applicant for a permit• subjects the 95938 ; applicant to -a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors State License Law does not apply to an owner of property who,builds or improves thereon, and who does Applicant: EDSTROM JOHN P & MAUREEN A LEAHY .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.). ❑ 1, as owner of the, property, am exclusively„contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, ...and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ADONIS POOLS ❑ 1 am Exempt under Article 3 of the Business and Professions Code 12 PHEASANT RUN COURT bate: Owner: CHICO, .CA, 95973 - ::. WORKERS' COMPENSATION DECLARATION 530-891-1 197 1 hereby affirm under penalty of perjury one of the following declarations: ❑ rhave and will maintain a certificate of consent to self -insure for , , ,•� workers' compensation„ as provided for by Section 3700 of the . License #: 266839 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 S tion 3700 the Labor Code, for the performance of Architect: whit the work r tlhisperrnit'wffsu d. My workers' compensation insuran came nd polic umb re: Engineer: BACHMAN & ASSOCIATES Carrier. Total Square Ft: 0 S. F. Policy #' G ❑ 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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thous ovisiioonnss. Date: Applicant's WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition , to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY ' This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res ol do tpdo work indicated aboye for hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Dater Name: Yf Address: PERMIT EXPIRES ON: ae ❑ I hereby certify that the use of this facility shall coiinply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby.certify that I have read this application, that the above information is correct, and that I am the owner or the dul thonzed agent of the owner. I agree to comply with county state laws relating to building it is to the for Butte Co hereby_- all and con ucti acknowledge unlawful alter substance of any cal current of . authorize represe tives of Butte County to er po t above mentioned property for inspection purpo Print Na �� .. c�� Signat Date::.:. ❑ Owner ❑ Contractor ❑ Agent for Owner 13 Agent for Contractor PIS IND BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION %� P o+1 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 , i :1, !" .BARI� GATE: - O APN: - ®� ZONING: NEAREST CROSS STREET:7RACT/LOT# y 8 I SITE ADDRESS: �J-c� CITY, ZIP: v `v OWNER AME: /�y� PHONE: STREET ADDRESS: F AX - CITY, ZIP:� "v E-MAIL• APPLICANT NAME:PHONE n ^ ✓11 (tel' STREET ADDRESS: � FAX: CITY. ZIP: L- CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY. ZIP: G C d E-MAIL' LICENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME PHONE STREET ADDRESS: FAX. CRY, ZIP: LICENSE NUMBER: EMAIL: DESCRIPTION OR SCOPE OF WORK: , ❑ Structure Built without permits ,J�® ❑ Proposed Change of Occupancy (note previous use) FL,��; COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 �+ V�r ' \ ASSESSOR PARCEL NUMBER Proposed Building Use: �U� \ 1" �S�/ ' J % v Counter Technician: Date: G Items required in order to apply for a permit. All boxes MU§T be checked OR marked NA in orde to apply. ' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and'installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ' ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable, ""❑� 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ ' 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ / 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. G� 24. Planning approval (A) Use: D K (B)Parking: (C) Parcel Check: I- 3 - y ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of tteabove items and requirements for obtaining a building permit. 1. Index permit applicati n for the above i't'em-shTm_bered'- a;,es srequitedner, owner, was advised of the above data by e, ❑ mail, ❑ cc gner, ownery �was advised'of the ab toky phone, ❑ mail, ❑ cc Plans reviewed by: / Y �i Date: Plans approved by: _ Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Date: / `- c!:5�) K Plan Check Letter Yellow: Building Division TO: Building Department FROND: Environmental Health SUBJECT: Sanitation Clearance E.H. use O V . Pial Ilan AttK� Rom Pion Attached sant to s 439 - 5-30 - 0 -3 -:a - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public '� Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDIb( PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040573 hV LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/15/2004 APN: 039-520-032-000 the Business and Professions Code, and my license is in full force and effect. 6 (c& y License Class : License Number: Site Address: 2591 WIDGEON LN DUR Date: Contractor: �tVr-�'�-S Map Index: Description: pool master 507-01 (550sq ft) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: EDSTROM JOHN P & MAUREEN A LEAHY . to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 2591 WIDGEON LN 7000) of Division 3 of the Business and Professions Code) or that he or DURHAM, CA she is*exempt therefrom and the basis for the alleged exemption. Any 95938.'. violation of Section 7031.5 by any applicant for a permit subjects the applicant to.a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions ...._ .....,,.. , ...:.tea...::....,,: Code: The Conlracfors' State License Law does hot apply to an owner of property who builds or improves thereon, and who does Applicant: EDSTROM JOHN P & MAUREEN A LEAHY 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.). � Contractor: ADONIS POOLS ❑ I am Exempt under Article 3 of the Business and Professions Code 12 PHEASANT RUN COURT Date: Owner: CHICO, CA. 95973530-891-1 197 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ l have and will maintain a certificate of consent to self -insure for workers' compensation,, as provided for by Section 3700 of the License #: 266839 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain' workers' compensation' insurance, as required by tion 3700 the Labor Code, for the performance of Architect: the work r whic this permit' su d. My workers' compensation insuranc Carrie nd polic umb re: Engineer: BACHMAN & ASSOCIATES artier. Carrier.(-- Total Square Ft: 0 S. F. Policy #: 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 Valuation: $0.00 become subject to the workers' compensation laws of California. Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwithcomplywith those rovisiioonnss. — T Date: r / l✓ Applicant: t K/-7 , WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY 'This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Reso!lAboge tp1do work indicated abo for hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)2 Date:3 Name: Y PERMIT EXPIRES ON: Address: ae ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duI thorized agent of the owner. 1 agree to comply with all county and state laws relating to building con ucti acknowledge it is unlawful to alter the substance of any aalfo cument of Butte County: 4 -hereby...... authorize represee Lives of Butte County to er po t" above mentioned property for inspection purp �Ci Signal Print NaD7{ — " - /� e: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor -RESIDE TIAL 039-520-032 PERMIT#96-0671. EDSTROM, John 2591 Widgeon Ln., Durham New SingleFamily NO . �rlo//'l b OFFICE COPY r' Address �15�' � f D �D GAS Meter By Date ELECTRIC P. zp-96 Meter By Date (7 JOB FINALED (Date)16 t �. Signature �y L V=OK 0 = Not OK Applicable Nott Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete " MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel - 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 6. Gas; Location -Test -Wrap; / !'L'ft. / /Nat. or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel - 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors r Shthg: Rfg: Bracing - 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card 13=1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r I J=OK O=Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDER OR (Plans) OK except If's U r- . on' sements-Flood-SloPbi tg. m;'Soils-Elec. Grnd.-/ /" Ftg. Depth 1/1 4. tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ft orches & Decks; Soils -Steel-/ /Ftg. Depth Stemwal Main; Steel-Blockouts-Wrapped Garage; Steel-Blockouts-Wrapped dw"Pold Downs and Special Anchors 10. Steel -Wrapped place Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test OF eSPipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pie & Ducts; Clearance -Material -Support -Ins. �� • irders-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 n's i a tr.: Vent -Access -Combustion Air -Baffle ----- ----------------------------- Water ' :--Test & Anchor -Nail Protection ---------- V.: Test -Fittings & Anchor -Nail Protection / hower Pan: TestFirst Floor -Tub Access , -------- - . �fes b & Shower. Second Floor -Tub Access ------------- ---- - ------------------------------- - -- ---------------- -- Gas Pipe: Size & Anchors Date { cora B-1 - Date Card B-1 ------- - - - -- - ----------- ----------------------------------------- Date Card B-1 Date Card B-1 ) Date ELECTRICAL (Permit) OK.except -TiTn— sformer Clearance -Ins. Protection --------------------------------------------------------------------------. . lec. eceptacles Spacing -Lights & Switches at Doors' ------------ !.- --------------------- -- -------------------------------- ze xes & No. of Conductors -Stapled ----- ----- - --- -- --- -- -- -- - - -- ._._...-- oommexx Installed Close to Edge of Studs & C.J. -_----- 26�qu round made up w/Mech. Fastners-Bon as & -- ------------------------------------ -- -- ..... Appliance Circuts in Kitchen & Conductor SizerGFl -----------------------------f--y----_._ g..........� bfe . ire Size a. Cu o A'I A.C. Wire Size a. Cu AI ------ ----- - - ----------- -- --- -- - - ange Circ. ga. Cu or AI -Oven Circ; ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------ ---- -- ---- --- --- ------- --------------- ----- - - --- - - 36"'Service_Riser Conductors & Ground_Main_ Disconnect ---- - .-- -aqui Clearances Panels Motors-Mech. Equip. - - ..-- ----- ---------- _... lot oset Light -Shower Light -Spa Light -------------------- ----------... -- 3 . moke Detector ----------- - ... ... .. Date .� Card B-1 Date Card B-1 ------... _........... Date Card B-1 Date Card B-1 Date MECHAN AL.(Permit) OK except a's C s Insulation & Support -- .................... ---. ............. ... ..._... . 3 en : xhaust above insulation ------------------ --._ - 3 nsat Dram &Overflow Size &Grade Fu nce-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3' Attic Access & Platform if Furnance in Attic Date r Cartl B -t. Date Card B-1 - --- -1.. ... _.. _.. ... .. Date Card B-1 Date Card B-1 Date FRAM (Plans) OK except a's Sil oper. Material & Anchors Wall uds-Na ling Spacing & Bracing -Plates -Sound .... ........ .. . Walls over. Girders & Floor Nailing Dr pin Walls (rat proof) Fir ps: Furred Ceilings -Stairs -Chases -Tub Headers & Bea m -S ze & Beannq 6 i Date FRAMING (Continued) 4 Han rs-Post Caps -Anchors -Connectors _ Joist-Rftr. ties-Purlin-roof Bra -Trey-Shthng.-Ring. Fire Ties or Type A Flue -Fireplace Throat clearance ---------- -- --- -- -= cess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ------------------------- 4D, -G -a -rage Fire Protection Framing ----------- ---------- "51. Proper Line Firewall & Openings _ xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits ---------- �r St Width -Headroom -Rise -Run -Landing -Fire Protection T plywood on Roof Overhang -Attic Vents -Rafter Outriggers - 5 -Siding -Nailing Veneer _ 9�6. ;luc-co Mesh -Drip Screed -Fd. Vents-Underflr. Access 5Y. Glazmg Area -Glass Protection -Skylights -Plastic -------------------- -- -- — l�ijj ails: Nailing Bolts L3 Insula Walls Ceilings ---- -_ nfiltratio , Walls -Windows .-A- ,c -.oz's ------------------------------ --- P�-------------------- -- ------------------ ------------ - Dat Card B-1 _Date _ — Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans OK except a's Steps -Door & Sidelight Protection -Landings _ - - 6 .----okeDetector nate: Vents -Clearance -Comb. Air -Connector - In G _ droAbove Floor--Ducts-Mech. Protection eom Exiting SLE' & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel_Breaker Sizes & Labels _ ---tT'"Stairs & Rails -------- - -- - -- - --- 6 ueplace or Stove: Clearances -Hearth tiElec. tlets at Wood Panel: Int. & Ext. _JOt.Fixt & Appliance Grnd.-Air Gap -Cooking Clearance ...... _..--------------------------- ----- -- -- 78 Elec. Outlets_ & Re_ceptacles at Kit. Counter --- - -- 72: Garage Fire Door Swing -Landing-Close r- — ---�3-A.C_. Duct in Garage -Damper 74. __— Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Ga . A_bove Floor -Meth. Protection Mech Equip. Listed for Location - - ---------------------------- 7 let eptacles in Garage: (G.F.1.) -Rome x F` jaction nsulation'-Foam-Lookea in Attic- e - - ------------------------ --- - -- ----- .-il �uar ils & Deck Construction -Po - ps-- - - - --- --- --- ---------------- -- .7 - dn. Vents & Crawl. Hole Door -Drainage & Wood-Earih Clearance Looked under Floor ❑ Yes aarF-vIlowing instld� Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: ee:nc lant ❑ Yes ❑ No Plan�, 0 co: Brown -Finish--------------------. Di_scoect Electrical, Plumbing cs Above Rool; Plbg -Appliance-Fireplace.-Clearance to Openings •-ti4-Water ell; D sconnect. Electrical, Plumbing -- - - xtenor lec. Trim: G.F.I. Receptacle -Underground - ---------------------------------- ----- Ventda - Throughout House 1 ss Protection - -- - ---------------------- d erections from Previous Inspections . . ... ... .. .... ..--------------------�------------------ Ga st-Meters Tagged: Gas -Electric _ ... ........... ---------------------------- W &Sewer Connected -C/O to Grade -HD Approval r p Connected _.._....----------------------- ---- il� r�m I ant Cert ficate-Other Certificates -- -- ---- ---------------------- Date ard 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 V l_� COUNTY OF BUTTE -DEPARTMENT OF CiEVEL©pMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO, APPLICATION AND PERMIT �0_io� j ASSESSOR PARCEL NUMBER ZONING SRl BUILDING PERMIT OWNER JOHN ED TROM894-5424 TELEPHONE SO. FT. OCC. BUILDING VALUATION R 199,418-00 OWNERS MAILING ADDRESS 15 .2397 CONTRACTOR'S NAME UNKNOWN TELEPHONE 49R Coy 6 -474 -nn CONTRACTORS MAILING ADDRESS Fireplace 1 900-00 CONSTRUCTION LENDER UNMOWN Total Valuation $ Fling Fee 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 818 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $93 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 2591 WIDGEON LN DURHAM PERMITFEE s 1392.70 PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 105. OC LOT NO. 14 S �INTAGE ESTATES PARCEL MAP 130-68 Solar or heat pump water heater 23.00 WaterP�P 9 I in 15.00 15.00 USEOFSTRUCTURE SF [A Duplex ❑ Mobilehome ❑ OtherGas SPECIFY Each gas water heater or vent 15.00 15. piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New & Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR - Mobile Home I S I GI W 1 @20.00 PERMITFEE $ 185.00 Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service ( 20 A OOR LEss ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, ��will do the work, and the structure is not intended or offered for sale. �, I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ACDNS. ( a ACC. Blas. ) sO. l Q(1 G 3.50 1 7 V NEW CONST. / MULTI.OUTLET NON•RESID. \ BRANCH CIRCUITS ) @7.50 97.0 POWER APPARATUS (& SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) BAL 9 1.50 Ex. Occup. (oFIXEEDrs PLNS. OR ) 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 175.60 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 g Heating 15.00 Cooling 25.00 Hood 6.50 6, 5Q Ventilation 4 4.50 18.00 PERMITFEE $ 84.50 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the 07 provisions of section 3700 of the Labor Code, I shall workers' pensafiq fo co p those provisions. X Date a > G Si ure of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories i height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 3 C PE TOTAL FEE $ HAZ. D. FEES YnP I F7 I CDF p E PD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B 0 Date PERMITEXPIRESON s (Date) ReceiptNo®G(� 6)Y'p 11�OZ d WHITE-D.D.S.•B.D. CAN RY-ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT M 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) 81,72-6307 CORRECTION NOTICE �57Qv a-1 06 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. Date 10-4 ---Cl v Inspector REV 10/92 +:.;. COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE o0 -t ER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the.above address and should be corrected. Please 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. Da -23 -q( Inspec REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 9D matzo A1 q(, -667t 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. Wmpwoutioo , �4 I_U -L&a- CA/Z-7l-17cw'194 Date 0,1�—�p Inspector REV 10/92 "- s TO *d .— • • . 0 T£8ESe99T6 WdZS:29 966T -S0-20 Certificate—^_—_. - 0 4089 7 1+117 UNDERSIGNED MANUFACTURED HEREBY CERTIFIES that the structural wood products identified helow and marked with a collective mark of American Wood Systems (AWS) were manufactured in accordance with the specifications indicated below. xK) A SI Standard A190.1-1992, As�190.1-1992, for tStr'B.riCraISl Glued Gl�u.ce/vdL�Lawmin. yTafi�m T5�. 7/�iNW7_tfc' P i¢� Tt/,S� r T�� ✓ �k 9WW17cr L n��)�1/1 �� 7-�i? _ Sre ✓Q FFiP,P�'i�4- N d,�.S � CJi�6� fiJ �(1R>�i� Job Name Job `ouktion ELY GROVE, CALIFORNIA G1w10rner'e CwdAr No. WB- 23296 oat, ' B-31-95 Mfg's Order, 09-03539 Yom- QUALITY CONTROL SUPERVISOR Signature— BOISE CASCADE CORP. Address 'P. 0. BOX 50 c1parey BOISE, IDAI.10 83728 IY IS HEREBY CERTIFIED that the structural glued laminated timber production of the above- named manufacturer which carries a collective marls of American Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency (if the manufacturing process, with adequate sampling to verity the quality of glulam construction and the adequacy of glue bond. *,as::etorf 90 d7 !4' IP F �pp�o�➢ �HIFt���� �b4v a�»>•eeaae� e by Thomas G. Williamson Executive Vice President AMERICAN WOOD $YA7EMs -A RELATED CORPORATION OF APA TO T20%S899% _IQ sioAn,3 NL13IS31 OS:t'T 966T-SO-JI161 MEEftvQL3 CONTRACTOR SALES ARTLANE Customer Service 342 -MEEK INVOICE **t4EEKS..THE BUILDER'S CHOICE!** FMEEKS'Ct1I j Y SOLD SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) TO: STEVE FERREIRA STEVE FERREIRA CONST. MAIN ACCOUNT EDSTROM/2591 WIGEON /DUR c.o.D:altoom ; 11829 BUTTE CRK ISLAND R 11829 BUTTE CRK ISLAND j CHICO, CA 95928 CHICO, CA 95928 Customer Code Sequence No. 06/25/96 mrimmIm Transaction Date Store ' No. S•man ,ft B Term No. FERRSTO 90067 13:12606317 62796 1 19 6 30 71301 Date Wanted: DatefDelivered 06/25/96 06/25/96 ITEM NUMBER Ordered By/P.O. No. - Job Estimate No. Initial : Salesman 92447 GLULAMS 30 5-1/8"X19 1/2 GLU LAM BEAM 24FVi ART LANE ' ITEM NUMBER TAl(% DESCRIPTION UNITS PRICE/UNIT" EXTENSION 519G N 30 30 5-1/8"X19 1/2 GLU LAM BEAM 24FVi 30.00 16 500/LNFT 495.00 I I I'A eq ORDERC���•���E.ly� I� IMPORTANT: ALL ME STOCKING CHARGE. :TURNED SUBJECT TO A RE. SIDE FOR TERMS & CONDITIONS. I RECD. BY DATE: RE9 •' I SUB -TOTAL TAl(% AMOUNT 530.89 495.00 .01 72 35.89 11 eP - o�m orurva"eo gAPPROVED BY.• STORE INVOICE **MEEKS..THE BUILDER'S CHOICE!}* MEEKS CHICO SOLD SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) TO: STEVE FERREIRA STEVE FERREIRA CONST. MAIN ACCOUNT EDSTROM/2591 WIGEON /DUR c.o.D. Amount 11829 BUTTE CRK ISLAND R 11829 BUTTE CRK ISLAND CHICO, CA 95928 CHICO, CA 95928 Ordered By/P.O. No. Job Estimate No. Initial Salesman 92026 GLULAMS ART LANE ITEM NUMBER customer Coda Sequence No. FERRSTO 88589 05:377605622 PRICE/UNIT uansaceon Date 62596 -tae :do. 1 S.� 19 wdnen 8 6 NO. NO. 30 ; 71301 Dato Wanted Data DBIIVared 06/12/96 06/12/96 744.50 /1/21l 1/2-3 1 6 Ordered By/P.O. No. Job Estimate No. Initial Salesman 92026 GLULAMS ART LANE ITEM NUMBER UUAN. DESCRIPTION UNITS PRICE/UNIT EXTENSION 515G 55 55 5-1/80X15" GLU LAM BEAM c4F-V4 1&/1/16�.i.1/18' 55.00 12. 3j90/LNFl 681.45 518G 50 50 5-1/8"X18" GL L 7 '4F -V4 50.00 - 14.890/LNFT 744.50 /1/21l 1/2-3 1 6 �.. K4 DER Gu� e _ rr -- - - - -- STOCKING CHARGE. SEE REVERSE SAl��TIRECD. BY SUB -TOTAL TAX% • • 1425.95 .0 72. 1 03.38 1529.33 g�. INSULATION CERTIFICATE STIE' VE'tFERREIRA ,C: ------------------ 2591 WIDGEON LANE DURHAM NUMBER AND STREET CITY BUTTE COUNTY SUBDIVISION LOT NUMBER DESCRIPTION OF INSULATION 1. ROOF MATERIAL THICKNESS (INCHES) BRAND NAME THERMAL RESISTANCE (R -VALUE) 2. CEILING BATT CERTAINTEED BATT OR BLANKET TYPE BRAND NAME 12.00 ' ` 38 THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) INSUL-SAFE CERTAINTEED LOOSE FILL TYPE BRAND NAME 665 15.50 CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB MINIMUM THICKNESS (INCHES) 38 MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE 3. EXTERIOR WALL WOOD FRAME TYPE " - BATT CERTAINTEED MATERIAL BRAND NAME 6.25 19 THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) EXTERIOR FOAM SHEATHING MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) 4. RAISED FLOOR BATT CERTAINTEED MATERIAL BRAND NAME 6.25 38 THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) 5. SLAB FLOOR MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) PERIMETER INSULATION DEPTH (INCHES) 6. FOUNDATION WALL MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. OCTOBER 11, 1996 .2, 3, 4 DATE ITEM #'S DAN HANSEN ,Y BRANCH MANAGER low COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY. CENTER DRIVE, OROVII.LE CA 95965 TELEPHONE (916) 538-7541 OWNER J o hCn� S 0'� `a^-� A.P. # 3 7 - 5-2- PROPOSED - -PROPOSED BUILDING USE ��"'� r✓3� s/� DATE DATE REC 1. SCHOOL DISTRICT FEES - (paid at District Office` , ti ti y 2. SHERIFF FEES (paid at Building Division) Residential..... l x unit amt. , Commercial (sq.ft.). x _$ , f._ 3. URBAN AREA FEES + (paid at Building Division) Residential (per'unit). x =$ #units amt. " Commercial (sq.ft.). x =$ z - sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) -- -5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE —.2 `� 6 Return co: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT f Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building 96-0202741 Rec Fee 6.00 The property described herein is adjacent to land or included I COP 1.00 within an area zoned for agricultural purposes, and residents Recorded I Check 7.00 of this - property may be subject to inconveniences or O f f i c i a 1 Records I discomfort arising from the use of agricultural chemicals. County of I including, but not limited to herbicides. pesticides, and Butte 1 5ertilizers; and ftom the pursuit of ' agricultural operations Candace J. Grubbs I including, but not limited to cultivation, plowing, spraying. Recorder 1 Pruning. and harvesting which OccasiOWHY gnu 2: 56 p m 30 -May -96 I P U B L XX 1 dust,smolm. noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary f = operations. All that real property situate in the County of Butte. State of California, described as follows: �. S 71 4 CL'r %�� /LCct� �i;7Z" tc u /1 ct dc: V i 47 .17 . ! 3 � �' i12 s, �, � � �j mss• 6�� 6 �i Date: s . State of California ) County of lbctv 2l ) On S' L1 -eV, before me, personally app r .S personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument wid acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal.L. Aanestad COMM. # 1073948 > NOTARY PUBLr CALIFORNIA y Q COUNTY OF BUTTE Signature`a ' �� / ,"4 $�: My Comm. F�iros Oct. 1, 1999 �4q- 7 L -.7 L �Y� n 1q��9. y � R '4F'1'`w�'cs7R�`•�+A' ,r�� T,n;;,xtq",P ,w�. .r.T.. ,.,r,. .x _ _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District ��2 h/� Building Department No. C� A.P. Number �-2-3Z Jurisdiction: City County 5 PropertyOwner J ,N /rrcY et Property Location/Address Ly d�^, N ;� r( �" Subdivison Lot No. Residential Development Commercial/Industrial 0� No. of Living MHI Units New Sq. Footage 2 3 `i Addition (Group R) p 0 Sq. Footage Addition (Including Exterior Roofed Areas) ` (� -/Z e, �.' Builde�a""rtment Representative Date . fin+. � � .' _(Floor Plans reviewed by School District Personnel) District,ldentification No, ►- .; : j ��. "� ? •'�-�; ' `"' �` A r' (( erg .,DV 2 F%'» e.U�r F/t77 >' School District certifies that (Applica`rt) (Street` Address (Phone Number) 9syz 6 (City) �° (State) (Zip Code) h s comp.lied;withvthe requirements of Resolution. No ` .34>3 Z by payment of $ !square ';presenting o?39 % feet. As'2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # 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 (CEOA), 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.wkt (11/94)dmm . .•' •.� .. .*�. �� �-•• �� r.`ti✓ice. .y1T"-.. - .'y...r ......r417•;.��,_-Nv'-cri � .....-..-.e'��'ye �rtv�.-....v�'�.r•,,,,-:-•--v^f v..�,.........-,�,_-�,.-• v -- r 44 BUTTE COUNTY PARK FACILITY FE'E PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): 3 5 - 5r1— 3-L Property Owner (s): ��'�'� A's rx z�� Project Location/Address: �i �s e AJ Subdivison Name: &A41'r Vh—AAr-e? Assessable Square Footage: 7Z3 S 7 Type of Residential Development (check one): ew Development U Alteration/Addition U Mobile Home (s) Non -Residential to Residential Comments: 1 3/2 alss -' ' E�B ildingYDivis''r"ori Repre..sentative '"'` het' -2 `�" Date .fy 4"a( 7 G.. r �} Durham Recreation --and Par*.,,Distfi t -(DRP ) certifies that r, + .a r Applicant Name ` t r t,c,�+► Street Address r l� ' AC 1CV ., t Applicant Phone Number �P,- . 00'V ' S°tAfe4o — W-" "I-'- Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for AZ 9 1 square feet at $ 1.04 per square.foot for a total payment Of $ yam DRPD FVpresentativo PAID BY CHECK No.: ?` BANK No.: PAID BY CASH: RECEIPT No.: Remarks: Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION "CIOUNTYOFBUTTE-DEPARTMENTOFdE\ L' PM ENT SERVICES- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOR IA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET ,S n1�1`14:i Proposed Building Use /c Building Inspector A. P. No. 35' 5-2 - 3Z C, Date 212104 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 . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . ~ 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. -7. Statement of Intent for Non -Heated and A/C Buildings .................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). . 9. Mobilehome d d • ufactur's installation instructions, 2 sets. . 110. Fees of $ft* % 44'a ia................................ 1. Impact fees as shown on attached schedule . ............................... S--.36-9( A 3 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) b a if rnia Engineer ................... . 14. Sanitation and plot plan approval �'Cdri` 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: . ........ 8: Contact Land Development about (A) Improvements (B) Drainage. .......... . 9. Driveway permit (construction approval required prior to occupancy). .. . . st 20. Pre -inspection for ns actor p required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 9'3L-(/24 Recorded copy of Agricultural Acknowledgement Statement . ..................'-3d-9,,h 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... ` 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... . 33. 34. WheAelephonee u isue thermit rocess as follows: Mail to owner. Mail to contractor. and hold for pickup at o�f�y�e. Deliver with inspector. Other -7«.S Parcel Creation�5' XPi• .3 g `%� Acreages Applicant Date 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: jCircle em c 1. Index permit for above items No. 2. Additional items required: e 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 S, o V7 ) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance H. .UH SHUI�� Plat Phn`Attacssed t/ f w Plow PlAn AMxhW </ Seat to B.D. --el Plan Approved for: Sewage Disposal 1/� Clearance for bedroom mebik home. Other Hold final for: Final clearance O.K. for: Water Supply: AP# PublicL % Private Well NOTE: / L --6 -T( 4onmental Health Specialist Date 8/92 a 96-aGv --rte Fre r" -1.-4,- C- LA , -C -LA 44 4 J t MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 150 1 Roof covering type - (fire hazard). Foam insulation - protection. V . 36" halls and stairways. Living area over garage - complete 1 -hour separation required. on garage side including supporting walls and: posts. k8' Two exits on three - story dwellings (Section 1003). VUnderfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. Avi, � 2-Y L.®PC, TootAfL �. s Wi h. -F t � N March 1996 3.3 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAIMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: r06 BUELDINGPERNff NUMBER: C70 _ d � 71 PLAIN CHECKER: c5 A.P. NUMBER: 95;7" GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches. receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fiitpl::ce and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and cale. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe .oil. -special foundation deign. Retaining walls requiring design. Special [nspection requirements. Ffeader size. March 1996 3.2 SlZ to �7t�o�e kG��;ooh Ci.CLeP� 1 v1 Q roi �-t�u s s e sarm �SA% nc� i'c-- —cJ cs i At> CU co L, p ' �-4Ne— l l.. i f sc i s h-, lc �=or-c s ►;, e ai 8944 B 0k ctvl� 4u�s�l�o�So r , e r • � w 1 r 4 • • .7 STRUCTURAL CALCULATIONS RCE Job #96-009 ROBERTS CONSULTING ENGINEERING 1708 Salem Street • Chico, CA 95928 • (916) 894-8801 for LENN GOLDMANN at ASSOCIATES Edstrom Residence 2591 Widgeon Lane Durham Vintage Estates Durham, CA Calculation Index: 'PaLre # • Roof Gravity 1-13 Beam Analysis • Footing Analysis 14-19 • Lateral Analysis 20-30 Revision Summary: Rev. 0 Initial Issue Rev. 1 Add Lateral Analysis r These Calculations have been prepared for plans drawn by Lenn Goldmann ez Associates for the above indicated property. The results of the calculations have been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 1708 Salem Street • Chico, CA 95928 • (916) 894-8801 05/08/96 - Edstrom Residence - RCE Job No. 96-009 - Pg. 1 Gravity Loads: Roof Dead Load 5/8" Ply. 1.8 psf Bedroom Suite Framing . 3.5 psf 2.2 psf Slope = 1.0 psf Tile Roof 8.0 psf Total 5- 1/211 Gyp. 2.2 psf to Insul. 1.0 psf 12 Misc. 2.0 psf Total (sloped) 18.5 psf Total horiz 20.0 psf Total axial 7.1 psf Roof Live Load 11construction 20.0 sf Wall Dead Load 1/2" Ply. 1.5 psf 2x6 @ 24" o.c. 1.1 psf Stucco 8.0 psf 1/2H Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.2 psf Total 16.0 psf 6 13-702 42-381 500 SHEETS. FILLER 5 SQUARE 50 SHEETS EYE -EASE 5 SQUARE MOM42®Bland 42-389 220°00 SHEETS SHEETS EYE -FRSE 5 SQUARE 42-392 100 RECYCLED WHITE 5SQUARE 42399 wpm m u 200RECYCI.ED WHITE 5SQUARE S. A, BZ � - �B`t gig i�o�c e AI-�c�na�G c�esjgn �E3arcrn('' wot-t A -ken inn �ofrGs�]o1},fn r\fN G4\G-s -TDf Sl4or44,w4 L& 6e OR11 11 . No-odWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: B1 WoodWorks SIZER 1.Oe 6 Feb,1996 21:26 Pg 3 COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 196-009 - Beam B1 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 10.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------- 1-------- I----------------- I ------ =----------1-------- 1 Full UDL Dead 320.00 No 2 Full UDL Constr. 256.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS 1 10.0 ft 1 I A I ----------I------------------1 Reaction 1 2.94 2.94 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------1----------------1----------------I------------------I Shear -fv @d = 71 Fv' = 106 fv/Fv' = 0.67 Bending(+) fb = 1067 Fb' = 1687 fb/Fb' = 0.63 Live Defl'n 0.09 = <L/999 0.33 = L/360 0.27 Total Defl'n 0.27 = L/444 0.50 = L/240 0.54 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.48 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: B2 WoodWorks SIZER 1.Oe 7 Feb,1996 6:41 COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phorie: (916) 894-8801 1 Goldmann. Fax: (916) 894-8801 1 96-009 - Beam B2 DESIGN CHECK DESIGN DATA: Analysis code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= 24.00 total length: 13.25 [ft] Bottom= @Supports [in] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude? I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 120.00 No 2 Full UDL Constr. 96.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS 1 13.3 ft I I " I =---------I------------------I Reaction 1 1.50 1.50 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I---------------- Shear fv @d = I 49 ----------------I------------------I Fv' = 106 fv/Fv' = 0.46 Bending(+) fb = 1153 Fb' = 1500 fb/Fb' = 0.77 Live Defl'n 0.22 = L/738 0.44 = L/360 0.49 Total Defl'n 0.65 = L/243 0.66 = L/240 0.98 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.35 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. _WoodWorks SIZER SOFTWARE FOR WOOD DESIGN Q File Name: B3 WoodWorks SIZER 1.Oe 6 Feb,1996 21:31 COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 I Goldmann. Fax: (916) 894-8801 1 96-009 - Beam B3 DESIGN DATA: code: type: database: material: service: lateral support total length: DESIGN CHECK NDS -1991 Beam Custom Glulam Simple wet Top= Full 22.00• [ft] Bottom= @Supports INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 360.00 No 2 Full UDL Constr. 288.00 No Self -weight automatically inc DESIGN SECTION: VG West.DF, 24F- 4, 5.125x19.5 @ .737 plf meq% I MAXIMUM REACTIONS and BEARING LENGTHS ips, length=in) CA(/" I 22.0 ft I I A I ---------- I ------------------I Reaction I 7.39 7.39 B.Length I 4.2 4.2 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------I Shear fv @d = 95 Fv' = 208 fv/Fv' = 0.45 Bending(+) fb = 1501 Fb' = 2276 fb/Fb' = 0.66 Live Defl'n 0.32 = L/825 0.73 = L/360 0.44 Total Defl'n 0.96 = L/275 1.10 = L/240 0.87 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 CV= 0.95(KL=1) Shear : Crit.LC#= 2 CD= 1.25 V@d= 6.30 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. File Name: B4 WoodWorks S1ZhK SOFTWARE FOR WOOD DESIGN Woodworks SIZER 1.Oe 7 Feb,1996 5:32 COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916).894-8801 1 Goldmann. Fax: (916) 894-8801 1.96-009 - Beam B4 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length:. 10.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 420.00 No 2 Full UDL Constr. 336.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 10.0 ft I I " I ----------I------------------I Reaction 1 3.84 3.84 B.Length 1 1.1 1.1 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------1----------------1----------------I------------------I Shear fv @d = 93 Fv' = 106 fv/Fv' = 0.87 Bending(+) fb = 1393 Fb' = 1687 fb/Fb' = 0.83 Live Defl'n 0.12 = L/997 0.33 = L/360 0.36 Total Defl'n 0.35 = L/340 0.50 = L/240 0.70 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.•25 V@d= 3.23 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. File Name: B5 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN WoodWorks SIZER 1.Oe 7 Feb,1996 5:34 COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 1 Goldmann - Fax: (916) 894-8801 1 96=009 - Beam B5 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 21.00 (ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I----=-------I--------I-----------------1-----------------I-------- 1 Full UDL Dead 240.00 No 2 Full UDL Constr. 192.00 No Self -weight automatically included. DESIGN SECTION: VG West.DF, 24F -V4, 5.125x15 @18.260 plf ************************************************************************ MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 21.0 ft I IA AI ---------- I ------------------I Reaction I 4.73 4.73 B.Length I 1.4 1.4 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- Shear I----------------I----------------I------------------I fv @d = 81 Fv' = 237 fv/Fv' = 0.34 Bending(+) fb = 1550 Fb' = 2934 fb/Fb' = 0.53 Live Defl'n 0.32 = L/778 0.70 = L/360 0.46 Total Defl'n 0.98 = L/257 1.05 =. L/240 0.93 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 CV= 0.98(KL=1) Shear : Crit.LC#= 2 CD= 1.25 V@d= 4.16 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln_Live. DESIGN NOTES: ' 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. Pe� -4- r COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 1 Goldmann - Fax: (916) 894-8801 1 96-009 - Beam B6 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 21.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------ I-------- I------------------ I----------------- I-------- 1 Full UDL Dead 360.00 No 2 Full UDL Constr. 288.00 No Self -weight automatically included. DESIGN SECTION: VG West.DF, 24F -V4, 5.125x18 @21.911 plf MAXIMUM REACTIONS and BEARING LENGTHS I 21.0 ft I I I ----------I------------------I Reaction I 7.03 7.03 B.Length I 2.1 2.1 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria VftodWorks SIZER SOFTWARE FOR WOOD DESIGN I Design Value I File Name: B6 WoodWorks SIZER 1 O 7 Feb,1996 5:38 98 S COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 1 Goldmann - Fax: (916) 894-8801 1 96-009 - Beam B6 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 21.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------ I-------- I------------------ I----------------- I-------- 1 Full UDL Dead 360.00 No 2 Full UDL Constr. 288.00 No Self -weight automatically included. DESIGN SECTION: VG West.DF, 24F -V4, 5.125x18 @21.911 plf MAXIMUM REACTIONS and BEARING LENGTHS I 21.0 ft I I I ----------I------------------I Reaction I 7.03 7.03 B.Length I 2.1 2.1 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------I Shear fv @d = 98 Fv' = 237 fv/Fv' = 0.41 Bending(+) fb = 1601 Fb' = 2881 fb/Fb' = 0.56 Live Defl'n 0.28 = L/896 0.70 = L/360 0.40 Total Defl'n 0.84 = L/299 1.05 = L/240 0.80 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 CV= 0.96(KL=1) Shear : Crit.LC#= 2 CD= 1.25 V@d= 6.03 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. File Name: B7 00 OP S SOFTWARE FOR WOOD DESIGN WoodWorks SIZER 1.Oe 7 Feb,1996 5:36 e7l COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 1 Goldmann. Fax: (916) 894-8801 1 96-009 - Beam B7 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top=.Full Bottom= @Supports total length: 16.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load ► Distribute I Type I Magnitude I Location ] Pattern I 1 1- Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 360.00 No 2 Full UDL Constr. 288.00 No Self -weight automatically included. DESIGN SECTION: VG West.DF, 24F -V4, 5.125x13.5 @16.434 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 16.0. ft I IA AI ---------- I ------------------I Reaction I 5.32 5.32 B.Length I 1.6 1.6 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I ------------------I --------------I----------------I---------------- Shear fv @d = 99 Fv' = 237 I fv/Fv' = 0.42 Bending(+) fb = 1639 Fb' = 3000 fb/Fb' = 0.55 Live Defl'n 0.22 = L/855 0.53 = L/360 0.42 Total Defl'n 0.66 = L/288 0.80 = L/240 0.83 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 CV= 1.00(KL=1) Shear : Crit.LC#= 2 CD= 1.25 V@d= 4.57 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. rq WoodWorks SIZER SOFTWARE FOR WOOD DESIGN Value I Design File Name: B8 WoodWorks SIZER 1.Oe 7 Feb,1996 5:41 -------------- Shear to COMPANY R. C. E. 1708 Salem Street - Chico, Phone: (916) 894-8801 Fax: (916) 894-8801 PROJECT I Edstrom Residence CA - 959281 Durham CA I Goldmann. 1 96-009 - Beam B8 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 16.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Point Dead 3.02 8.25 No 2 Point Constr. 3.02 8.25 No elf -weight automatically included. DESIGN SECTION: VG West.DF, 24F -V4, 5.125x15 @18.260 plf MAXIMUM REACTIONS and BEARING LENGTHS 16.5 ft I IA AI ---------- I ---------=--------I Reaction I 3.17 3.17 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I I ------------------ I -------------- Shear I ---------------- fv @d = 61 I ---------------- Fv' = 237 fv/Fv' = 0.26 Bending(+) fb = 1595 Fb' = 3000 fb/Fb' = 0.53 Live Defl'n 0.19 = <L/999 0.55 = L/360 0.34 Total Defl'n 0.49 = L/405 0.82 = L/240 0.59 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 CV= 1.00(KL=1) Shear : Crit.LC#= 2 CD= 1.25 V@d= 3.15 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. -WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: B9 WoodWorks SIZER 1.Oe 7 Feb,1996 5:46 PG 11 COMPANY I PROJECT J R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 I Goldmann. Fax: (916) 894-8801 196-009 - Beam B9 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Timber-soft lateral support: Top= Full Bottom= @Supports total length: 3.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location 1 Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----=-----------1-------- 1 Full UDL Dead 360.00 No 2 Full UDL Constr. 288.00 No 3 Point Dead 1.66 1.00 No 4 Point Constr. 1.51 1.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 3.0 ft I I " I ---------- I ------------------I Reaction I 3.10 2.05 B.Length I 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- I Shear ----------------I----------------I------------------I fv @d = 74 Fv' = 106 fv/Fv' = 0.70 Bending(+) fb = 402 Fb' = 1687 fb/Fb' = 0.24 Live Defl'n 0.00 = <L/999 0.10 = L/360 0.03 Total Defl'n 0.01 = <L/999 0.15 = L/240 0.05 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.58 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 00 OP s -SIZER SOFTWARE FOR WOOD DESIGN File Name: B10 WoodWorks SIZER 1.Oe 7 Feb,1996 5:52 P �Z WA COMPANY I PROJECT R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 196-009 - Beam B10 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 6.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type ( Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------=---I--------I-----------------I-----------------I-------- 1 Point Dead 2.30 2.00 No 2 Point Constr. 2.30 2.00 No Self -weight automatically included. *************************************************************** ******* DESIGN SECTION: D.Fir-L; No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 6.0 ft I I I ---------- I ------------------I Reaction I 3.11 1.57 B.Length I 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I---------------- Shear fv @d = 89 I----------------I------------------I Fv' = 106 fv/Fv' = 0.84 Bending(+) fb = 898 Fb' = 1687 fb/Fb' = 0.53 Live Defl'n 0.02 = <L/999 0.20 = L/360 0.12 Total Defl'n 0.06 = <L/999 0.30 = L/240 0.20 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 3.10 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln_Live. DESIGN - NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: B11 Woodworks SIZER 1.Oe 7 Feb,1996 6:50 COMPANY I PROJECT f R. C. E. I Edstrom Residence 1708 Salem Street - Chico, CA - 959281 Durham CA Phone: (916) 894-8801 1 Goldmann. Fax: (916) 894-8801 1 96-009 - Beam B11 DESIGN. CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 13.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 240.00 No 2 Full UDL Constr. 192.00 No Self -weight automatically included. ******************************************************************* *** DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 13.0 ft I I ^ I ---------- I ------------------I Reaction I 2.89 2.89 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------1------------------I Shear fv @d = 73 Fv' = 106 fv/Fv' = 0.69 Bending(+) fb = 1362 Fb' = 1687 fb/Fb' = 0.81 Live Defl'n 0.20 = L/794 0.43 = L/360 0.45 Total Defl'n 0.58 = L/267 0.65 = L/240 0.90 Bending(+): Crit.LC#= 2 CD=.1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.54 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. SPREAD FOOTING DESIGN na 'L4 Charles Roberts, P.E. Chico, California Date: 2-7-1996 Project: Edstrom Res. Footing Location: B3 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi' Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 4.30 0.00 LL 3.20 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 3.00 Ft. Sq. V / Max. punching shear stress is 10.03 psi - Total depth is 18.00 Inches ✓ Max. beam shear stress is 1.26 psi Depth "d" is 14.00 Inches Gravity only soil bearing is 0.91 ksf Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long. 0.11 Sq.In. bottom trans. 0.12 Sq.In. N SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 2-7-1996 Project: Edstrom Res. Footing Location: B5 Comment : MATERIAL PROPERTIES Ultimate -concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 2.80 0.00 LL 2.10 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 Ft. S .L punching shear stress is 15.80 psi Total depth is 12.00 Inches✓Max. beam shear stress is 3.25 psi Depth "d" is 8.00 Inches Gravity only soil bearing is 1.27 ksf Col size is 4:OOx 4.00 Inches REQUIRED REINFORCEMENT bottom long. 0.07 Sq.In. bottom trans. 0.08 Sq.In. SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Q� Date: 2-7-1996 Project: Edstrom Res. Footing Location: B6 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) DL 4.10 LL 3.10 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 Dimensions are 2.50 Ft. Sq." Total depth is 16.00 Inches .� Depth "d" is 12.00 Inches Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long. 0.10 Sq.In. bottom trans. 0.10 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 11.42 psi Max. beam shear stress is 1.02 psi Gravity only soil bearing is 1.22 ksf SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 2-7-1996 -Project: Edstrom Res. Footing Location: B7 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) DL 3.10 LL 2.30 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 Dimensions are 2.00 Ft-Sq.� Total depth is 12.00 Inches. Depth ".d" is 8.00 Inches Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long. 0.08 Sq.In. bottom trans. 0.09 Sq.In. STRESSES AND SOIL BEARING pg i Max. punching shear stress is 17.29 psi Max. beam shear stress is 3.58 psi Gravity only soil bearing is 1.40 ksf SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 2-7-1996 Project: Edstrom Res. Footing Location: B8 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 1.70 0.00 LL 1.60 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 Ft. Sq. Max. punching shear stress is 11.13 psi Total depth is 12.00 Inches Max. beam shear stress is 2.21 psi Depth "d" is 8.00 Inches Gravity only soil bearing is 0.87 ksf Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long. 0.05 Sq.In. bottom trans. 0.06 Sq.In. SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 2-7-1996 Project: Edstrom Res. Footing Location: B10 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 1.56 0.00 LL 1.56 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 1.50 Ft. Sq. / Max. punching shear stress is .7.48 psi Total depth is 12.00 Inches Max. beam shear stress is 0.00 psi Depth "d" is 8.00 Inches Gravity only soil bearing is 1.44 ksf Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long. 0.03 Sq.In. bottom trans. 0.03 Sq.In. A 28,_0►► 0 rr 3 -o 13-782 500 SHEETS. FILLER 5 SOURE 42381 50 SHEETS EYE EASE' 5 SOURE /AOVNatlonal®Brand 42-3389 200SHEEISEYE.EASE SSOU RE 42.392 IOO RECYCLED WHITE S SOURRE 42399 20O RECYCLED WHITE 5 SOURE -N u. S. A. 0 0-• o a F3 l • r J1 6 .i: 8t o►l c 41 of � u �o -o ff V1 • p` N a o (y�-O" r �4 r pr rpt► 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. job 96-009 P� 2 Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW OLW IWR OWR OLR OPR P= P= P= P= P= P= Wind Loading @ Bedrooms/Study/Living Room Mean Roof Height 14.0 feet Uplift Pressure = 9.9 psf A Loading Dinning Room 8E Kitchen an Roof Height 14.5 feet Uplift Pressure = 9.9 psf nd Loading Rec. Room K Garage pan Roof Height 12.5 feet Uplift Pressure = 9.9 psf Tributary Area 4.75 feet @ 4.75 feet @ 5.50 feet @ 3.50 feet @ 0.00 feet @ 9.00 feet @ Tributary Area 5.25 feet @ 5.25 feet @ 4.50 feet @ 3.50 feet @ 0.00 feet @ 8.00 feet @ Tributary Area 4.75 feet @ 4.75 feet @ 5.50 feet @ 2.00 feet @ 0.00 feet @ 7.50 feet @ Wind Spee 75 mph Exposure: C where; Ce = 1.06 @ 0 to 15' iilS•] �� �� Ij6i� t�! �S � • Ce = 1.19 @ 20 to 25' Ii�ilE� Fes! Imo! IY�! f�3! , • Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Wind Loading @ Bedrooms/Study/Living Room Mean Roof Height 14.0 feet Uplift Pressure = 9.9 psf A Loading Dinning Room 8E Kitchen an Roof Height 14.5 feet Uplift Pressure = 9.9 psf nd Loading Rec. Room K Garage pan Roof Height 12.5 feet Uplift Pressure = 9.9 psf Tributary Area 4.75 feet @ 4.75 feet @ 5.50 feet @ 3.50 feet @ 0.00 feet @ 9.00 feet @ Tributary Area 5.25 feet @ 5.25 feet @ 4.50 feet @ 3.50 feet @ 0.00 feet @ 8.00 feet @ Tributary Area 4.75 feet @ 4.75 feet @ 5.50 feet @ 2.00 feet @ 0.00 feet @ 7.50 feet @ Wind Spee 75 mph Exposure: C where; Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce= 1.23 @25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.7 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf 1 = 1.00 Importance Factor Roof Slope = 5 Rise to 12 Horiz. Normal Pressure 12.2 psf = 7.6 psf = 4.6 psf = 4.9 psf = 5.1 psf = 10.7 psf = Normal Pressure 12.2 psf = 7.6 psf = 4.6 .psf = 4.9 psf = 5.1 psf = 10.7 psf = Normal Pressure 12.2 psf = 7.6 psf = 4.6 psf = 4.9 psf = 5.1 psf = 10.7 psf = Resultant Horizontal @0 to 15' (OLW) Force (IWR) @ 0 to 15' 58 lbs. (IWW) @ 0 to 15' 36 lbs. (OLW) @ 0 to 15' 10 lbs. (IWR) @ 0 to 15' 7 lbs. (IWR) @ 15 to 20' 0 lbs. (IWR) @ 20 to 25' 37 lbs. (OLR) @ 0 to 15' =1 147 Of - horiz_ Resultant Horizontal Force 64 lbs. 40 lbs. 8 lbs. 7 lbs. 0 lbs. 33 lbs. =1 152 nif - horiz Resultant Horizontal Force 58 lbs. 36 lbs. 10 lbs. 4 lbs. 0 lbs. 31 lbs. = 1 139 nif - horh (IWW) @0 to 15' (OLW) @ 0 to 15' (IWR) @ 0 to 15' (IWR) @ 15 to 20' (IWR) @ 20 to 25' (OLR) @ 0 to 15' (IWW) @ 0 to 15' (OLW) @ 0 to 15' (IWR) @ 0 to 15' (IWR) @ 15 to 20' (IWR) @ 20 to 25' (OLR) @ 0 to 15' 05/08/96 - Lateral Analysis - Edstrom Residence'- R.C.E. Job 96-009 R: Z Z UBC Seismic Loads - Static Force Procedure V= (Z•I•C/Rw)•W where; Z = 0.3 Zone 3 1 = 1.00 Importance Factor p 0. 103 C = 2.75 maximum Rw = 8.0 Plywood Shear Walls W = Building Weight Seismic Roof Loading @ Garage Tributary Weights = 32.00 feet of Roof @ 20.04 psf @ Lines 1, 2 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = =0Z, Seismic Roof Loading @ Rec Room Tributary Weights = 28.00 feet of Roof @ 20.04 psf @ Lines 2, 3 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V _ =oz. Seismic Roof Loading @ Kitchen/Dinning Tributary Weights = 42.00 feet of Roof @ 20.04 psf @ Lines 3, 4 11.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = =OZ. Seismic Roof Loading @ Bedrooms/Uving Tributary Weights = 45.00 feet of Roof @ 20.04 psf @ Lines 4, 5 9.00 feet of Ext. Wall @ 16.00 psf 13.50 feet of int. Wall @ 10.00 psf V =1 122 - o z. Seismic Roof Loading @ Garage Tributary Weights = 32.00 feet of Roof @ 20.04 psf @ Lines A, F 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 1 81 PIE o Seismic Roof Loading @ Rec Room Tributary Weights = 20.50 feet of Roof @ 20.04 psf @ Line E 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 1 57 pif - hoz. Seismic Roof Loading @ Kitchen/Dinning Tributary Weights = 24.00 feet of Roof @ 20.04 psf @ Line G 11.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 68 plo z. Seismic Roof Loading @ Beadroonts/Uving Tributary Weights = 86.00 feet of Roof @ 20.04 psf @ Lines B, H 9.00 feet of Ext. Wall @ 16.00 psf 9.00 feet of Int. Wail @ 10.00 psf V -202 P o z. Seismic Roof Loading @ Master Bedroom Tributary Weights = 15.00 feet of Roof @ 20.04 psf @ Lines A, C 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V =1 46 P -for z. Seismic Roof Loading @ Bedroom Tributary Weights = 15.00 feet of Roof @ 20.04 psf @ Line D 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V -o z. 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. Job 96-009 Q5 a 3 Lateral Load Summary Edstrom Res. Loadings Wall Line ID Tributary Length ft. Unit Loads Seismic Wind .I.f. .I.f. Wall Loads Seismic Wind kis (kips) Controlling Load Case 1 -South Side 2.00 81 139 0.162 0.277 Wind Controls 1 -North Side 14.00 81. 139 1.134 1.939 Wind Controls 2 -South Side 14.00 81 139 1.134 1.939 Wind Controls 2 -North Side 10.00 73 139 0.727 1.385 Wind Controls 3 -South Side 10.00 73 139 0.727 1.385 Wind Controls 3 -North Side 11.00 105 152 1.155 1.667 Wind Controls 4 -South Side 11.00 105 152 1.155 1.667 Wind Controls 4 -North Side 22.00 122 147 2.679 3.245 Wind Controls 5 -South Side 22.00 122 147 2.679 3.245 Wind Controls 5 -North Side 2.00 122 147 0.244 0.295 Wind Controls A -East Side 16.00 81 139 1.296 2.216 Wind Controls A -West Side 2.00 81 139 0.162 0.277 Wind Controls A-@ Porch 6.00 202 139 1.211. 0.831 Seismic Controls B -East Side 18.00 202 152 3.634 2.728 Seismic Controls B -West Side 4.00 202 152 0.808 0.606 Seismic Controls C -East Side 2.00 46 152 0.092 0.303 Wind Controls C -West Side 8.00 46 152 0.367 1.212 Wind Controls D -East Side 8.00 46 152 0.367 1.212 Wind Controls D -West Side 2.00 46 152 0.092 0.303 Wind Controls E -East Side 2.00 57 139 0.114 0.277 Wind Controls E -West Side 9.00 57 139 0.515 1.247 Wind Controls F -East Side 2.00 81 139 0.162 0.277 Wind Controls F -West Side 14.00 81 139 1.134 1.939 Wind Controls G -East Side 6.50 68 147 0.440 0.959 Wind Controls G -West Side 13.50 68 147 0.915 1.991 Wind Controls H -East Side 2.00 202 152 0.404 0.303 Seismic Controls H -West Side 18.00 202 152 3.634 2.728 1 Seismic Controls 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. Job 96-009 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) wall Length (feet) wallHorizontal Stresses (pif) Diaphragm Lengths 8t Stresses Sill Plate Shear Anchorage Boit Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pif) (feet) (plf) East Side West Side South Side North Side A@ 1 st Level A@ Foundation I@ 1 st Level 1 @ Foundation 1.30 2.22 17 130 28 69 0.500 0.841 48 inches o.c. B@ 1 st Level B@ Foundation 2@ 1 st Level 2@ Foundation 1.86 3.32 20 166. 28 69 18.5 75 0.500 0.841 48 inches o.c. C@ 1 st Level C@ Foundation 3@ 1 st Level 3@ Foundation 1.88 3.05 9.25 330 18.5 75 27 62 0.500 0.841 24 inches o.c. D@ 1 st Level D@ Foundation 4@ 1st Level 4@ Foundation 3.83 4.91 15 327 34 49 37 88 0.500 0.841 24 inches o.c. E@ 1 st Level E@ Foundation 5@ 1st Level 5@ Foundation 2.92 3.54 22.5 157 37 88 0.500 0.841 48 inches o.c. F@ 1 st Level F@ Foundation Wall ne ID Wall Loads Seismic Wind (kips) (kips) wall Length (feet) wallHorizontal Stresses (pif) Diaphragm Lengths ex Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pin (feet) (pif) East Side West Side A@ 1 st Level A@ Foundation 2.67 3.32 28 119 28 119 0.500 0.841 48 inches o.c. B@ 1 st Level B@ Foundation 4.44 3.33 34 131 71 51 0.500 0.841 48 inches o.c. C@ 1 st Level C@ Foundation 0.46 1.52 8 189 8 152 0.500 0.841 48 inches o.c. D@ 1 st Level D@ Foundation 0.46 1.52 8 189 8 152 0.500 0.841 48 inches o.c. E@ 1 st Level E@ Foundation 0.63 1.52 8 190 20 62 0.500 0.841 48 inches o.c. F@ 1 st Level F@ Foundation 1.30 2.22 9 246 28 69 0.500 0.841 36 inches o.c. G@ 1st Level G@ Foundation 1.36 2.95 10 295 20 100 0.500 0.841 32 inches o.c. H@ 1st Level H@ Foundation 4.04 3.03 24 168 42 87 0.500 0.841 48 inches o.c. Lim) N --p= NOTES: SEE SCHEDULE FOR SILL PLATE NAILING INTERIOR FINISH, SEE ARCH. DW6S. OR SEE SCHED BELOW FOR TWD 51DED PLYWOOD SHEAR WALL. PLYWOOD SHEATHING SEE SGHEO. APPLY DIRECTLY TO STUDS ® Ib" O.G. W/ FACE GRAIN PARALLEL TO SUPPPORTS BLOCKING ® ALL PLYWOOD JOINTS A.B. SPACING PER SGHEO. 3 WITHIN 9" OF ENDS OF WALL NOTE: ALL PLYWOOD NAILING SHOWN 15 EDGE NAILING 1) MINIMUM PLYWOOD PANEL DIMENSION 15 12". 2) PROVIDE BLOCKING AT. ALL PLYWOOD JOINTS. 5) 3/8" PLYWOOD SHALL BE PLACED WITH THE FACE OF 6RAIN PARALLEL TO STUDS, NERT). 4) ANCHOR BOLTS SHALL BE SPACED AS INDICATED ABOVE d WITHIN W OF ENDS OF WALL W/ W MIN EMBED. 5) ALL EXTERIOR WALL5 NOT SPECIFIED SHALL BE TYPE WITH ANCHOR BOLTS SPACED ® 72" o.c. b) TOP PLATE 5PLICE5 SHALL BE 21-Ibd NAILS U.O.N. -1) WALL SEATHIN6 (BELOW) MAY BE 5WITCHED FROM 5/8" GDX TO 5/b" T-1-11 (NO 6ROVE5) OR TO 5/8" GDX. USE 8d NAILS A5 DE516NATED BELOW FOR 5/6" GDX. USE IOD NAILS AT THE 5PACIN65 5HOWN BELOW FOR THE 5/8" T -1 -II AND THE 5/8" GDX. 8) USE COMMON OR GALVINIZED BOX NAILS ONLY. DO NOT USE 6ALVINIZED GA51N6 NAILS. WALL SHEATHING d NAILING SILL DE516N MARK SEE NOTES 7 d 8 CONNECTION CAPACITY AI 3/8" GDX ONE 5IDE W/ 1/2" dia. A.B. 8d ® b" o.a. END NAILING 48" o.c.. 210 PLF bd ® 12" ox— FIELD NAILING �2 5/8" GDX ONE 5IDE W/ 1/2" dia. A.B. bd ® 4" ox— END NAILING 52" O.C. 520 PLF 8d ® 12" ox— FIELD NAILING 0R 515" COX ONE 5IDE W/ 1/2" dia. A.B. 8d ® 5" o.c. END NAILING 24" o.a. 410 PLF 8d • 12" o.c. FIELD NAILING ® 516" COX TWO 51DE5 W/ 8d ® 4" o.c. END NAILING 1/2" dia. A.B. 12" ox— 640 PLF 6d ® 12" o.c. FIELD NAILING A 5/8" COX TWO 51DE5 W/ 8d ® 3" o.a. END NAILING 1/2" dia. A.B. 12" o.a. 820 PLF 8d ® 12" o.c. FIELD NAILING SHEAR NAILING SCHEDULE 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. fob 96-009 Chord Force Summary (worst cases) Chord Data . Unit Load (w) Seismic Wind I I Max Chord (T)= Kis Force w•LZ 8•D # Nails Required At Each Chord Chord Boundary Chord LLine Length (L) I Depth (D) ft ft House Roof Diaphram Chord Forces A 8i F 1 8L 2 28.0 28.0 81 139 0.48 4 -16 d's 4 8T 5 B 8T H 44.0 36.0 122 147 0.99 7 -16 d's B 8E H 4 u 5 36.0 44.0 202 152 0.74 6 -16 d's Max. Drag Force @ Line F Nail Size = Nail Shear Capacity = Max Number Required i 16 d Required Nails 108 pounds At Splice = 14 -16 d's 2.00 T 1.33•Shear Cap. 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. job 96-009 Wall ne Wall Loada a Applied orces Resisting OTM Resistive Net Uplift Lornments ID Load Type Height Length . OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (kif) (kips) (foot -kips) (kips) eism c1.53 0.380 HPAHD22 9.00 12.00 8.23 0.144 6.91 0.110 HPAHD22 2.22 Wind 9.00 5.00 5.87 0.144 1.20 0.933 HPAHD22 9.00 12.00. 14.08 0.144 6.91 0.597 HPAHD22 2 1.86 Seismic 9.00 6.00 5.uz G. 144 2.20 0.470 HPAHD22 9.00 14.00 11.72 0.144 9.41 0.165 HPAHD22 3.32 Wind 9.00 6.00 8.98 0.144 1.73 1.208 HPAHD22 9.00 14.00 20.94 0.144 9.41 0.824 HPAHD22 Seismic w/ SSTB24 9.00 4.00 7.32 0.144 0.77 1.639 HDSA w/ SSTB24 3.05 Wind 9.00 5.25 15.59 0.144 1.32 2.718 HDSA w/ SSTB24 9.00 4.00 11.88 0.144 0.77 2.778 HDSA w/ SSTB24 4 3.83 Seismic w/ SSTB24 4.91 Wind 9.00 15.00 44.21 0.144- 10.80 2.227 HDSA w/ SSTB24 5 2.92 Seismic 9.00 10.50 12.28 0.144 6.75 0.526 HPAHD22 9.00 12.00 14.03 0.144 6.91 0.593 HPAHD22 3.54 Wind 9.00 10.50 14.87 0.144 5.29 0.912 HPAHD22 9.00 12.00 16.99 0.144 6.91 0.840 HPAHD22 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. Job 96-009 Wall ne ID Wall Load (kips) Loada Type Height (feet) a Length (feet) Applied OTM (foot -kips) orces Resisting OTM uniform Load Point Load (kif) (kips) Resistive OTM (foot -kips) Net Uplift Force (kips) Lornments eismico Net Uplift! 9.00 28.00 16.40 0.144 37.63 No Net uplift! HPAHD22 3.32 Wind 9.00 13.00 9.49 0.144 8.11 0.106 HPAHD22 9.00 28.00 20.43 0.144 37.63 No Net uplift! HPAHD22 B 4.44 Seismic 9.00 5.50 6.47 0.144 1.85 0.83Y HPAHD22 9.00 3.00 3.53 0.144 0.55 0.992 HPAHD22 9.00 3.50 4.11 0.144 0.75 0.961 HD2A w/ SSTB20 9.00 4.50 5.29 0.144 1.24 0.900 HD2A w/ SSTB20 9.00 5.00 5.88 0.144 1.53 0.870 HD2A w/ SSTB20 9.00 9.00 10.58 0.144 4.96 0.625 HPAHD22 9.00 3.50 4.11 0.144 0.75 0.961 HPAHD22 3.33 Wind 9.00 5.50 4.85 0.144 1.45 0.619 HPAHD22 9.00 3.00 2.65 0.144 0.43 0.739 HPAHD22 9.00 3.50 3.09 0.144 0.59 0.715 HD2A w/ SSTB20 9.00 4.50 3.97 0.144 0.97 0.667 HD2A w/ SSTB20 9.00 5.00 4.41 0.144 1.20 0.643 HD2A w/ SSTB20 9.00 9.00 7.94 0.144 3.89 0.451 HPAHD22 9.00 3.50 3.09 0.144 0.59 0.715 HPAHD22 LP N m 05/08/96 - Lateral Analysis - Edstrom Residence - R.C.E. Job 96-009 `' , - Wall ne Wall Loada a Applied orces Resisting 0 1 M Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (kif) (kips) (foot -kips) (kips) C 073- e ORIF 1.52 Wind 9.00 8.00 13.64 0.144 3.07 1.321 HPAHD22 D 0.46 Seismic 9.00 8.00 4.13 0.144 3.92 0.026 HPAHD22 1.52 Wind 9.00 8.00 13.64 0.144 3.07 1.321 HPAHD22 9.00 4.00 2.83 0.144 0.77 0.516 HPAHD22 1.52 Wind 9.00 4.00 6.86 0.144 0.77 1.522 HPAHD22 9.00 4.00 6.86 0.144 0.77 1.522 HPAHD22 1.30 Seismic w/ SSTB20 9.00 3.00 3.89 0.144 0.43 1.152 HD2A w/ SSTB20 9.00 3.00 3.89 0.144 0.43 1.152 HD2A w/ SSTB20 2.22 - Wind 9.00 3.00 6.65 0.144 0.43 2.072 HD2A w/ SSTB20 9.00 3.00 6.65 0.144 0.43 2.072 HD2A w/ SSTB20 9.00 3.00 6.65 0.144 0.43 2.072 HD2A w/ SSTB20 G 1.36 Seismic w/ SSTB20 2.95 Wind 9.00 10.00 26.55 0.144 4.80 2.175 HD2A w/ SSTB20 05/08/96 - Lateral Analysis - Edstrom Residence R.C.E. job 96-009 Wall ne ID Wall Load (kips) Loada Type Height . (feet) a Length (feet) Applied OTM (foot kips) orces Resisting 0 1 M Uniform Load Point Load (kif) (kips) Resistive OTM (foot -kips) Net Uplift Force (kips) Comments H TUT— eismic 9.00 6.00 9.08 0.144 2.20 1.147 HPAHD22 9.00 6.00 9.08 0.144 2.20 1.147 HPAHD22 9.00 6.00 9.08 0.144 2.20 1.147 HPAHD22 3.03 Wind 9.00 6.00 6.82 0.144 1.73 0.849 HPAHD22 9.00 6.00 6.82 0.144 1.73 0.849 HPAHD22 9.00 6.00 6.82 0.144 1.73 0.849 HPAHD22 9.00 6.00 6.82 0.144 1.73 0.849 HPAHD22 � r r - LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. �(C�—OtCJ ! / OWNERS A.P. NAME: L daS cD�l 1J NUMBER: ! (� PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: .siz % FLOOD ZONE: X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: X RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP )Q_ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING l2//G/y3 LOT + BOOK 130 PAGE 6 817 Z COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES -- 0 NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. �c 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. II 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zane 3 -requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20 �21. 22 23 24 25 n,tl 1N3Wd013A30 GNtl1 3108 A0 A1NI100 9661 Z 0 add ®3AI303a LD 9/95 - C:\WP51\FORMS.K\BLDGPERM.CLR t �;.Eatte Count JOHN EDSTROM 1151 GLENWOOD CHICO, CA 95926 Re: B.P.#96-0671 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 4/22/97 A.P.# 39-52-32 With reference to the above subject, attached is: L ] Plan Check List ( ] Red Marked Calculations [ ) Red Marked Plans [X] Other Action Required: [ ) Comply With Plan Check List , [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ X) Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, LINDA SEXTON Permit Applicant: JOHN EDSTROM Assessor Parcel Number: 39-52-32 L Permit Number: 96-0671 Date: • 4/22/97 ?he above referenced building . plans were reviewed by this office. Provide additional information and/or make revisions to plans, spec ficadons card calculations as foAows: 1. WE DO NOT HAVE YOUR TRUSS ENGINEERING YET. THEREFORE, A PLAN CHECK CANNOT BE DONE. 2. YOUR BRACED WALL PANELS, INTERIOR AND EXTERIOR, MUST BE CLEARLY MARKED ON TWO SETS OF PLANS. 3. IT APPEARS THAT YOU WILL NEED LATERAL DESIGN ACROSS THE FRONT, BACK, AND RIGHT SIDE OF THE HOUSE. (SEE SEC 2326.11.3, 1.994.UBC). 'IF THE ENTIRE HOUSE IS DESIGNED LATERALLY, THEN DISREGARD #2 ABOVE. ALL ENGINEERING RE- QUIREMENTS MUST BE ON THE PLANS, AND THE PLANS SHALL BE STAMPED AND SIGNED BY THE ENGINEER. 4. THE ENGINEER MUST REVIEW THE TRUSS ENGINEERING AND INDICATE THAT HE HAS REVIEWED THEM ALSO. A PLAN CHECK HAS NOT BEEN STARTED.. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. LINDA SEXTON - PLAN CHECKER I GENERAL: 1.1 ALL PHASES OF THE OF THE 1994 EDITION s4rov., IR -w S . ew,p 3 -3 I-9 -f ;ORM TO THE MINIMUM STANDARDS BUILDING CODE. 1.2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE WORK PROCEEDS. 1.3 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT, SHORING OF RETAINING WALLS AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 1.4 OPENINGS, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 1.5 ASTM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST EDITION. 1.6 CONTINUOUS INSPECTION, PER SECTION 1701 OF THE UNIFORM BUILDING CODE, IS MOTREQUIRED FOR THIS PROJECT. 1.7 EXISTING CONSTRUCTION DEPICTED ON THESE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS IT IS UNCOVERED DURING CONSTRUCTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS BEFORE PROCEEDING WITH CONSTRUCTION. 1.8 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. 2 FOUNDATION: 2.1 THE FOUNDATION DESIGN HAS BEEN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 1500 P.S.F. 2.2 THE FOOTINGS SHALL BE FOUNDED IN FIRM NATIVE SOIL OR PROPERLY COMPACTED FILL TO DEPTH AS SHOWN ON THE PLANS. 3 CONCRETE: 3.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE II OR II -LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C 33, AND GRADE A PER THE UNIFORM BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR FOOTINGS, SLABS -ON -GRADE AND MASS CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4. 3.2 CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SENT TO THE ENGINEER. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER. ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE. 3.3 FLY ASH SHALL CONFORM TO ASTM C 618, CLASS F. FLY ASH SHALL NOT EXCEED 20% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 2%. 3.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM C 157. 3.5 REINFORCING BARS, ANCHOR BOLTS, AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 3.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" +/- 1" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4" +/- 1" FOR OTHER CONCRETE. 3.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS. (MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD) 3.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE. 3.9 ALL CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.10 THE OUTSIDE DIAMETER (O.D.) OF CONDUIT OF PIPE PLACED IN THE PLANE OF A SLAB SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN- ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 3.11 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWLED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.2.1 1 REINFORCING STEEL: 3.2.12 REINFORCING STEEL SHALL CONFORM TO A 615 GRADE 40 IN MASONRY, AND A 615 GRADE 40 IN ALL OTHER CONCRETE, UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706. REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE. 3.2.13 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): 3.2.13.1 CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" 3.2.13.2 STRUCTURAL SLABS, TOP AND BOTTOM 3/4" 3.2.13.3 FORMED CONCRETE EXPOSED TO EARTH OF WEATHER 3.2.13.3.1 #6 BAR OR LARGER 2" 3.2.13.3.2 #5 BAR OR SMALLER 1-1/2" 3.2.13.4 FORMED CONCRETE NOT MENTIONED ABOVE 3/4" 3.2.14 WIRE MESH SHALL CONFORM TO ASTM A 185, AND SHALL BE LAPPED 1 8L 1/2 SPACES (12" MINIMUM). 3.2.15 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.2.16 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER. 3.2.17THE CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL SHOP DRAWINGS REVIEWED BY THE ENGINEER ARE RECEIVED ON THE JOB. SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION REQUIRED TO POSITION ALL REINFORCING STEEL ON THE JOB WITHOUT HAVING TO REFER TO THE STRUCTURAL DRAWINGS. 6 FRAMING LUMBER: 6.1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR S4S, UNLESS OTHERWISE NOTED, AND SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD. THE FOLLOWING GRADES SHALL BE AS NOTED ON PLANS: 6.1.1 STUDS & SILL PLATES 2" TO 4" THICK NO. 2 6.1.1.1 BEAMS, HEADERS, AND POSTS: • 2" TO 4" THICK, 4" AND WIDER NO. 2 • 5" AND THICKER NO. 1 6.1.2 2x RAFTERS AND JOISTS 6.1.3 TOP PLATES AND LEDGERS NO. 2 NO. 1 6.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1- 83. STAGGER SHEETS 4'-0" AND APPLY WITH FACE OF GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS AT ROOF. MAXIMUM SIZE OF UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE: WHERE HOLES OR NOTCHES ARE CUT IN PLYWOOD SHEERS SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE OPENINGS. 6.3 ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR APPROVED EQUAL. 6.4 NAILING SHALL CONFORM WITH TABLE NUMBER 23-1-Q OF THE UNIFORM BUILDING CODE, UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 6.5 ANCHOR BOLTS SHALL BE 1/2" DIAMETER x 12" LONG, EMBEDDED A MINIMUM OF 7" INTO CONCRETE.. ANCHOR BOLTS SHALL BE PLACED WITHIN 12" OF END OR SPLICES OF PLATES AND CORNERS AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED ON PLAN. ANCHOR BOLTS WITH UPSET THREADS ARE NOT ALLOWED. 6.6 INTERIOR NON-BEARING WALLS SHALL BE SECURED TO SLAB WITH 1/2" DIAMETER x 2-3/4" EMBEDMENT HILTI-KWIK II BOLTS PLACED 4 FEET ON CENTER AND WITHIN 12" OF ENDS OF WALLS AND PLATE SPLICES. 6.2.0 ROUGH CARPENTRY: 6.2.1 ALL FLUSH -FRAMED JOISTS SHALL BE IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED. 6.2.2 BOLT HEADS AND NUTS AGAINST WOOD SHALL BEAR UPON STANDARD STEEL WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -,TIGHTENED. 6.2.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 6.2.4 CONTRACTOR SHALL NOT INSTALL FLOOR FILL MATERIAL ON EACH FLOOR UNTIL SUFFICIENT STRUCTURAL SHEATHING HAS BEEN INSTALLED TO STABILIZE THE STRUCTURE. 6.2.5 ONE FLOOR JOIST SHALL BE ADDED AT ALL INTERIOR NON-BEARING WALLS LONGER THAN 6 FEET RUNNING PARALLEL TO THE FLOOR FRAMING. 6.2.6 FOUNDATION WALL TO BE A MINIMUM OF 8" ABOVE THE LOWEST ADJACENT FINISH GRADE. 6.2.7 CUTTING AND BORING OF WOOD STUDS: 6.2.7:1 LET -INS ARE NOT PERMITTED. 6.2.7.2 IN NON-BEARING INTERIOR PARTITIONS, ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF THE WIDTH OF THE STUD. 6.2.7.3 BORED HOLES NOT GREATER THAN 40 % OF THE WIDTH OF THE STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THE EDGE OF THE BORED HOLE IS NOT NEARER THAN 5/8" TO THE EDGE OF THE STUD 6.2.8 BALLOON FRAME (FULL HEIGHT STUDS) AT GABLE END EXTERIOR WALLS. 6.2.9 USE TWO TRIMMERS EACH END OF EACH BEAM AND HEADER 6 FEET AND OVER. USE ONE TRIMMER IF LESS THAN 6 FEET. 6.3.0 GLU-LAM BEAMS: 6.3.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE A COMBINATION 24F -V4 DF/DF. CONTINUOUS SPANS, CANTILEVERS, AND COLUMNS SHALL BE A COMBINATION 24F -V8 DF/DF, UNLESS OTHERWISE NOTED, AS ESTABLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND SHALL CONFORM TO THE REQUIREMENTS OF U.B.C. STANDARD 23-3. BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. 6.3.2 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH THE 1994 U.B.C. SECTION 2312.7. 6.4.0 MANUFACTURED JOISTS: 6.4.1 MANUFACTURED JOISTS SHALL BE TRUS JOIST AND SHALL CONFORM TO THE REQUIREMENTS OF ICBO REPORT NUMBER NER-200 FOR PLYWOOD WEB JOISTS AND NER-148 FOR OPEN WEB JOISTS. 6.4.2 SUBSTITUTIONS SHALL HAVE . EQUIVALENT STRUCTURAL PROPERTIES AND SHALL BE REVIEWED BY THE ARCHITECT OR THE ENGINEER. 6.4.3 JOISTS SHALL BE DESIGNED FOR THE DEAD LOADS OF THE MATERIALS SHOWN ON THE DRAWINGS PLUS A ROOF LIVE LOAD OF 20 PSF, A FLOOR LIVE LOAD OF 40 PSF, A CORRIDOR LIVE LOAD OF 100 PSF, AND FLOOR PARTITION LOAD OF 20 PSF. 6.4.4 MANUFACTURER SHALL FURNISH SHOP DRAWINGS AND CALCULATIONS SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, AND SHALL ADDRESS ANY CONCERNS OR REQUIREMENTS OF THE BUILDING DEPARTMENT PERTAINING TO THEIR PRODUCTS 6.5.0 GANG NAIL TRUSSES: 6.5.1 ALL TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER. 6.5.2 TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS AND CALCULATIONS TO ALL GOVERNING AGENCIES FOR REVIEW BEFORE FABRICATION. 7 MISCELLANEOUS: 7.1 NON -SHRINK GROUT: A NON-METALLIC GROUT MEETING THE ARMY CORPS OF ENGINEERS SPECIFICATION CRD -C621, WITH NO SHRINKAGE AFTER PLACEMENT OR EXPANSION AFTER SET, TESTED IN ACCORDANCE WITH ASTM C827. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AFTER 24 HOURS AND 5000 PSI AT 28 DAYS. ACCEPTABLE PRODUCTS INCLUDE: 7.1.1 BURKE NON-FERROUS, NON -SHRINK GROUT BY THE BURKE COMPANY, SAN MATEO, CA. 7.1.2 MASTERFLOW 928 GROUT BY MASTER -BUILDERS, CLEVELAND, OHIO. 7.1.3 EUCO NS GROUT BY THE EUCLID CHEMICAL COMPANY, CLEVELAND, OHIO. Lenn Goldmann Fax 916-345-1161 _ __ May 17 '96 1515 P01 P 2R Point System Summery: Climate Zone 11 1� BUILDING DATA Fenestration Area % �itiorled Floor Area Z N~ of Stories North .fib 'L • O ad Floor t_aat Check aN appllCltttle UMt Type oonmtion(e): South �---- . (y dale Family Detached (SFD) I ] AdOlon Alone West [ ]Single Family Attached (SFA) (] E%Wng Building Swig" (� Mu*Family (MF) () Exlong-Plus-Addilton Total • SCORECARD Measures Point Scores 1. Ceiling Insulation u-valva (o.ozel O 2. Wall Insulation or ue t u-valw o.oes 3. Raised Floor Insulation -E/ Rwww v or iD P.0371_ 4. Slab Edge insulation �'. or 0 5. Infiltration Any twcts,in Unconditioned Space� 4) M S. Fenestration Heat Loss , Type a vwue 10. To 96..nos 1� Sum 1-6 `- 7. Fenestration Hest Gain ���`� % Fenestration SCsl,ae. ff %Feer! Shade EH. Ratio North 2 - x East x = South x p West 8 - x Skylighl TrX _ /. Q O . Overhangs? ( Y / N ) S. Interior Thermal Mass 9. Exterior Wall Mass =� _ sum 7-0 10. Heating System x . 8 7 N �: AFUE aVG�om� Tonal ao mnx or 6.81 _ OAS: 2.4an►: 0%J or NsvF Ar��) 11. Cooling System _ /3 x Wy.� _ _ W . S� •� �Efi [to-.p� Oval t WW" 2onYl Control A4usonM (0) IL Water Heating System 1 .:.5V: �►���rynpw _A stJ ItaJ 100n tsrol System 2. Honor Type-79-m) Ins. Au np viii on Fon, RwAHd•,tM" IM ���VD C "Ificate Of Compliance: Realdentlal 2 GENERAL INFORMATION Total Conditioned Floor Area: ft2 Building Type: `t Wigle Family ` Addition(check one or �) MultMFamBy, ExWng-Plue•Addltion Front Orientation: rth East/ South/ West / AM Orientations in degrees ane drde am.) Number of towelling Units: 000 Floor Construction Type:wised Floor (drde one or troch) BUILDING SHELL INSULATION Construction Component Insulation Assembly LocatlonlComments Wall .............. goeZ7 Rt f ............. Roof ............ Floor.............. Floor ............. Slab Edge.... r FENESTRATION Fenestration Area Front..... ( ) Front..... ( ) Left....... ( ) Left...... ( ) Rear .... ( ) Rear..... ( } Right.. ( ) Skylight ....... Skylight ....... (Page 1 of 2) CF -1 R ouftry Permit's Ran 04at 1--Mft— Reid / oere Enforcement Agency Use Onyx Shading Devices Fenestration Interior Exterior Overhang Framing THERMAL MASS Type/Covering Area Thickness (alab/expoaed, tile, etc.) on (inche8) LooatioMDescriptlon (kitchen, bath, -err.) -- p"ItedD698"dW 1942 Certificate of Comciliance: Residential (Page 2 of 2) CF -1 R MVAC SYSTEMS Note: input hydronic or combined hydropic data under Water Heating systems, except 0azign Heating lo04- Distributlon Heating Equipment Minimum Type and Dud of Type (furnace, heat ElliclencyLocation Piping Therrnostat Heat Pump Configuration Cooling Equipment Type (aa conditioner, Mlnimum Efficiency Duct Location Duct Thermostat Cordiguration heat m eva , coot' SEER etc. R-Va�9 T s it Ot 4/7 - G� WATER HEATING SYSTEMS Energy' External Water Heater Distribution Rated' Number Input (kW Tank Calpadty Factor or Recovery Tank Standby' Insulation Type Type in System or Btufhn ROOns Efficiency Lo R -Value 1. For small gas storepe (rated ktput s 75,000 BUIhr), electric restelence and heat pump water hasib", kt Energy Factor. For brge gas storage water heetm (rated input 2 75,000 BUft), fiat Rated Input. Recovery Etfcierw7► and Standass Standby L. For lnsuntaneoua gas water heaters, list Rated input and Pacovery Ef 1cleecy. SPECIAL FEATURES/REMARKS (Add extra sheets it necessary) COMPLIANCE STATEMENT This certifkate of compliance Cats the binding features and peftot tim spedticatiom needed to own* with Title 24, Pans I and 6, of the California Code of Regulations, and the administrative regulations to implement them. This cerlNkste has been signed by the individual with overall design responsibiflry. When thus cedliicate of comprartce Is submitted for a single b AWIng plan to be bull in multiple orientations, any shading fealum that is varied is Indicted in tris Special FeaturesrRemalca sedon- Designer or Owner (per Busineu a P ---'-n*Code) Name: N G�4N TifttFinn: W Address: Ga- Telephone: Ltc. e: Enforcement Agency Name: Title: Agency: Telephone: (signawnyatamp) Ran) Rsvlssd ososmber ign Documentation Author Nanw: Ttda/Firrn: Address: Taisome: (slgnawre) 0810) Mandatory Measures CheCkiigt' Residential M less o I �ure�� . needed by mor, stringent compt' documents, Ute taatu►ss ` lowrise residential buildings subject to the Standards mustContain��n these measures rag NOTE with an aatorisk () r>�Y flat is incorporated into the permit docutttier the approach used. Items marked Whan shire check orformance specifMgons 10 listed on the Certificate of Co atptiRnc'e$ as binding rtunlmum component p noted shall be considered by partes shown alsewhe►e'n � documents or on this checklist only mandatory measures whether they DESIGNER I ENFORCEMENT OESCRIPTION Building EnveloQra Moseufso - §150(ay Wimurn R-19 ceiling insulation - nsulation.§150(b): loose fin insulation manufacturer's labeled R -Value. §1 Wb): - §150(c): Minimum R-13 wall insulation in tramed welts (does not apply to exterior mass walls). - §i 50(d): Minimum R-13 raised floor Insulation in framed floors: minimurn R-8 in ooncrete raised floors. e §1 no nsu � - water absapdor rata no greater than 0.3%, water vapor transmissi gerinsulation on 6118: Insulation specified or installed meets Califonia Energy Commission quality standards. WQ: Owlabzedge Indicate type and tom. §116.17: Fenestration Products, Exterior Doors and InfiitratioNExfiltralion Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and inflitration cenifleation. c. Exterior doors and windows weatherstrippad; all joints and penetrations cauked and sealed. §150(g): Vapor barriers mandalflry in Climate Zones 14 and 16 only. /e §150(f): $pedal Infiltration bander inatalled to comply with §151 meets Commission quality standards. §1 Me): Installation of Fireplaovs, Decorative Gas Appliances and Gas logs 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and coned c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §I Mj): Pipe and Tank Insulation 1. Indirect tot water Wrtks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) Or combined interior/exterior insulation (R-16 or greater). 2. First 5 teat of pipes ctoaast to water heater tank, non-reara4ating systems, Insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 550F insulated. 5. Piping insulated between heating source and indirect hot water tank. • §1S0(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust tan systems have backdraR or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System Is certified with 78%, thermal efficiency, on-olf switch, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: G a. At least 36- pipe between filter and heater for future scar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional Inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously luring pilot light. (Exception: Non -electrical cooking appliance with p4ot < 150 BUM) Lighting Measures §150(k): 40 lumenstwaft or greater for general Ilghting In kitchens and rooms with water closets: and recessed ceiling factures IC (insulation cover) approved. Revised January 1992 - y ts' : Fe4 Flick ,g Permit Number: Name: C'd ffy� A y Residential Construction Re uirements IMPORTAN This set of plans and specifications MUST be kept n the job site at all times and it is unlawful to make any changes or alterations on san a without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2600 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) CHECKED BELOW f'(1MPT,V WITH ITEMS __ Your .parcel lies within a designated 100 -year floou plain. Finish floor, electrical, ti H.V.A.C. equipment and services shall be a 'um of one foot above the elevation , shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as ompliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one fo t or more above the 100 -year flood elevation. (Plate height less than 24" above gr de, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Parcel lies within the State Responsibility Area (S%k). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be me All structures and a uipment including over�a�n,all be clear of all easements. A setback of0h,5 eet from the side andG��"feet om the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of',the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. LAND O 7 October 60999 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte Effective Date: January 19 1998 Couafq NATURAL WEALTH. AND BEAUTY BUILDING DIVISION - :PARTMENT OF DEVELOPMENT SERVICES CENTER DRIVE + OROVILLE, CALIFORNIA 95985-3397 TELEPHONE: (530)63G-7541 FAX: (530)538-2140 `4 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swidaming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailingavell pool contractors in Butte County. Due to the poor arisen concerning compliance with the Act and how wording of the Act itself, a number of questions to enforce it. We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or rob ems con ming our enforcement of the Swimming Pool Safety Act including: I, In our review of legislative considerations, we discovered that when c om od that a onrovid g ed to allow exit alarms on doors providing direct access t the pool, ies Ithlt was ere is no pre-existing pool or perimeter fence was already in place. However, in m y parcel enclosure, and unless the residence is one side c f an enclosure which entirely surrounds the j pool, installation of exit alarms alone does not constia compliance. 2. The 1994 Uniform Building Code, Appendix Chapter ,Division 1, and the 1997 Uniform Appendix Cha ter 4 Division 1 specifically allow the use of chain link fencing Building Code, App p r1 a 2-1/4 inch as pool barrier material. In Butte County we will continue to allow the use of 11 gage, mesh, chain link fencing as pool barrier material. Oth r types of fencing will be considered call on a case by case basis, based upon the requirements of th Swimming Pool Safety Act. Please c for clarification prior to installation. All access gates through the enclosure shall open awa from the swimming pool, and be self - 3. _ closing with a self -latching device placed no lower th 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, pie number listed above. Sincerely, C, f Jieira, C.B.O. Building Inspection CALIFOf2NIA HEALTH AND SAFETY CODE SECTION 1 115920. SWUd IING POOL SAFETY ACT 7 s 115921. As used in this article the following terns have the following m ' gs: a) "Swimming pool" or "pool„ means any structure intended for sv%imming or recreational bathingthat contains water over 18 inches deep. "Swimming pool" includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public ' g pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a 1 wimining; pool from access to the home. d) "Approved safety pool cover" means a manually or power-opeted safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (A TM), in compliance with standard F1346-91.pe e) "Exit alarms" means devices that make audible, continuous alar sounds when any door or window, access from the residence to the pool area that is without any interve g enclosure, is opened oris left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of a building. - , 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features:. . a) The pool shall be isolated from access to a home by an enclosurIe that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those door providing direct access to the POOL d) All doors providing direct access from the home to the swimmi ig pool shall be equipped with a self-closing, self - latching device with a release mechanism placed no lower that 4 inches above the floor. e) Other means of protection, if the degree of protection afforded equal to or greater than that afforded by any of the terminad by the building official of the devices set forth in subdivisions a) to d), inclusive, as de jurisdictiou issuing the applicable building permit Any ordinance governing child a s to pools adopted by apolitical subdivision on or before January 1. 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: and are self-closin with a self -latching a) Any access gates through the enclosure open away from the ' g pool, g device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom f the enclosure of two inches. ' d) Craps or voids, if any, do not allow passage of a sphere equal toor greater that four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or footholds that could enable a child below the age of five years climb over. 115924. Any person entering into an agreement to build a swimming pool s hall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the follo 'ng: a) Public 9Wi1nMung Pools. b)Hot tubs or spas with locking safety covers that comply with a American Society for Testing Materials Emergency Performance Specification (ASTM ES 13-89). 1 safe that C) Any pool with the jurisdiction of any political subdivision that,adopts an ordinance for swimming poo safety includes requirements that are at least as stringent as this artice. d) An apartment complex, or any residential setting other than a ?tingle -family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not subject to further modification or interpretation by any odification or interpretation by any re tory agency of the state, this authority being reserved regulatory agency of the state, this m exclusively to local jurisdictions, as provided for in subdivision (e) of S on 114922 and subdivision (c) of Section 115924.