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071-510-009
071-510-009 02-1182 ZC�CI-1 PAT & CINDY 29%i'Ol'ON HILLS DR., OROVIL LE CONT- NEW MII PL`RM I -ND N55IT 071-510-009 0.2878 SPIESS, DON t BOBBY2 3 a_�TOYANHILLSDR.,0 'OVILLE CONT: SRM CONTRACTING NEW MH PERM FND NEW SITE /AAT IDn')-771 SMITH, Sherrill V. 1554$ 1209P Off Lumpkin Rd., Oroville � /rl- 7) /3 ±KINTYRE, `Dale 3300B +� 71 -7y -- *Transfer & Renewal Off Lumpkin Rd. CONTR: Chas. Vander Ploeg, Rt. 2, Box 2215, (convert garage to dwelling) TRANSFERRED from Sherrill V.Smith - 15548 I 7- /- �5 1209P o` . Z" cJ _1581E 071-510-009 03-0903-) SPIES, DON 290 TOYON HILLS, OROV ED Cont. SRM CONST b.� DECK 07e - 510-C)67 MINOR USE PERMIT PERMIT # M U e 02 -22 071-510-009 04-0750 SPEISS, DONALD 290 TOYON HILLS DR OROVI LLE Cont: UNKNOWN POLE BARN v (o -13.O f- 7 1 5 ;1 804 F/LLQ February 18, 2003 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Zech Property, Slope Setbacks for Foundations, rAPN 07,1-510=009 A survey of existing slopes and footing locations on 2/18/03 verified that the foundation forms constructed at the lower site (permit #02-2878) meet setback requirements per Fig. 18-I-1, U.B.C. (attached). However the footings at the upper site (permit #02-1182) will need to be excavated at a minimum setback of 21' at the southeast comer. If you have any questions, I maybe contacted at 533-2131. Thank you for your consideration. Sincerely Jim sell, P.E. . SRM IT � oz - Zc�37H Z`7o-ro'rc�.ly "I.\-22. F�2 �rrNr�sT' ��zn.s�3� As /S. 3_s q21 23-S- S-7 7z = 7z' 7- 3 6 A C, (� /SS C "rte'-'--• o--.. .. . .. c y: Thesupplemenial ground -response report shall besubmitied to A the Office of Statewide Health Planning and Development for re- �.� c view and approval. The review shall determine whether the A ground -motion response evaluations of the site are adequately A represented. The Office of Statewide Health Planning and Devel- A oP ment, under consultation with its advisors, may require addi- A" tional information; analysis or clarification of potential n ground -response issues reported in the supplemental ground - n response report for the proposed building site. SECTION 1805 — ALLOWABLE FOUNDATION AND LATERAL PRESSURES The -allowable foundation and lateral pressures shall not exceed the values set forth in Table 18 -I -A unless data to substantiate the use of higher values are submitted. Table 18 -I -A may be used for sighed as specified in Section 1806.8. Wood posts or poles embedded in earth shall be pressure treated with an approved preservative. Steel posts or poles shall be protected as specified in Section 1807.9. 1806.1 Stepped Foundations. Foundations for all .buildings where the surface of the ground slopes more than 1 unit vertical -in 10 units horizontal (10% slope)shall be level or shall be stepped so that both top and bottom of such foundation are level. 1806.5 Footings on or Adjacent to Slopes. 1806.5.1 Scope. The placement of buildings and structures on or adjacent to slopes steeper than 1 unit vertical in 3 units horizontal (33.3% slope) shall be in accordance with this section. 1806.5.2 Building clearance from ascending slopes. In gener- al, buildings below slopes shall be set a sufficient distance from I he slope to provide protection.from slope drainage, erosion and shallow failures. Except as provided for in Section 1806.5.6 and 1-171 1806.5.6 Alternate setback and clearance.. The building offi- ternate setbacks and clearances. The building tial may approve al official may require an investigation and recommendation of a qualified engineer to demonstrate that the intent df this section has been satisfied. Such an investigation shall include consideration of material, height of slope, slope gradient, load intensity and ero- EXCERPTS FROM CHAPTER 18 sion characteristics of slope material. CALIFORNIA BUILDING CODE Figure 18-I-1, the following criteria will be assumed to provide this protection. Where the existing slope is steeper than 1 unit ver- tical in 1 unit horizontal (100% slope), the toe of the slope shall be assumed to be at the intersection of a horizontal plane drawn from the top of the foundation and a plane drawn tangent to the slope at an angle of 45 degrees to the horizontal. Where a retaining wall is constructed at the toe of the slope, the height of the slope shall be measured from the top of the wall to the top of the slope. 1806.5.3 Footing setback from descending slope surface. Footing on or adjacent to slope surfaces shall be founded in firm material with an embedment and setback from the slope surface sufficient to provide vertical and lateral.support for the footing without detrimental settlement. Except as provided for in Section 1806.5.6 and Figure 18-I-1, the following setback is deemed ade- quate to meet the criteria. Where the slope is steeper than 1 unit vertical in 1 unit horizontal (100% slope), the required setback shall be measured from an imaginary plane 45 degrees to the hori- zontal, projected upward from the toe of the slope. 2001 CALIFORNIA BUILDING CODE FACE OF STRUCTURE TOE OF SLOPE differential settlement. Foundation reinforcement shall be pro- vided with cover in accordance with Section 1907.7.1: 1806.7.1 Foundations with-stemwalls. Foundations with stem- wal Is shall be provided with a minimum of one No. 4 bar at the top of the wall and one No. 4 bar at the bottom of the footing. 1806.7.2 Stabs -on -ground with. turned -down footings. Slabs -on -ground with turned -down footings shall have a mini- mum of one No. 4 bar at the top and bottom. EXCEPTION: For slabs -on -ground cast monolithically with a footing, one No. 5 bar may be located at either the top or bottom. 1806.8 Designs Employing Lateral Bearing. 1806.8.1 General. Construction employing posts or poles as columns embedded in earth or embedded in concrete footings in the earth may be used to resist both axial and lateral loads. The depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the building official. EXCERPTS FROM CHAPTER 18 ACE OF DOTING TOP OF SLOPE H/3 BUT NEED NOT H EXCEED 40 FT. (12 192 mm) MAX. H/2 BUT NEED NOT EXCEED 15 FT. (4572 mm) MAX. FIGURE 18-1-1—SETBACK DIMENSIONS ..,, NOTES RESIDENTIAL PERMIT NO. 071-510-009 Y 04-0750 SPEISS, DONALD { 290 TOYON HILLS DR, OROVILLE Cont: UNKNOWN POLE BARN 1. v SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature a �of�� CHECKED BY J=OK 0 = Not OK . = N tlleadya, l MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s I 4. 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete g.; ills-Anchors-Studs-Rftrs-TrusseCs-� 4. Water; Location -Test -Easement Needed (Sketch) 10. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete xt.; Steps -Doors -Landings 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Health Department Approval 7. Well Clearance & Disconnect 11. 8. Utility Clearance Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Datf DE -ZAiTing 3. COVERS, CARPORTS, GARAGES (Plans) OK except #'s Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails I 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric t8 g.; ills-Anchors-Studs-Rftrs-TrusseCs-� 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater xt.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Ext. Steps -Door & Sidelight Protection -Landings Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Elec. Outlets at Wood Panel, Int. & Ext. 73. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 76. 24. Fixture & Transformer Clearance -Ins. Protection 77. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 78. 26. Size Boxes & No. of Conductors Stapled 79. 27. Romex Installed Close to Edge of Studs & C.J. 80. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 82. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 83: Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date 89. Card B-1 Date Card B-1 Date 90. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Corrections from Previous Inspections 36. A.C. Ducts Insulation & Support Gas Test -Meters Tagged, Gas -Electric 37. Vent Fan, Exhaust above insulation Water & Sewer Connected -C/O to Grade -HD Approval 38. Condensate Drain & Overflow, Size & Grade Energy Compliance Certificate -Other Certificates 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Address Posted 40. Attic Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes - _ 83: Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters O Yes 0 No 84!t 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 PERMIT NO. BP040750 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: APN: 071-510-009-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 290 TOYON HILLS DR FFS Date: Contractor: Map Index: Description: STG/BARN (2400) OWNER43UILDER 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: SPIESS REVOCABLE INTER VIVOS TRUST 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 C/O SPIESS DONALD A & .BOBBIE D 7000) of Division 3 of the Business and Professions Code) or that he or TRUSTEES she is exempt therefrom and the basis for the alleged exemption. Any 290 TOYON HILLS DR 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).): OROVILLE, CA 95966-8784 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law 'does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: SPIESS REVOCABLE INTER VIVOS TRUST 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 ❑ 1 am Exempt under Article 3 h Bu ' ss a Professions Code Contractor: L): 7 DateZ Owner: WORKERS' COMPENSATI DECLARATION I hereby affirm under penalty of perjury o e of the following declarations: O 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 License #: is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 2400 S. F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $57,600.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith cop7ply wi , those provisions. Z Date: — Applicant: WARNING: Failure to secure w rs' 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 v, code, interest, and attorney's fees. �Q �o ^ - _- `CONSTRUCTION LENDING'AGENCY--'' -�— �Thisp! reit a b-fy-iissj ed d he -a plioable provisions -of the Butte County oda an or-- I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Res ution wort dic e e or which fees have been paid. By: Date: 4� Name: �f 7�f 0s/ Address: PERMIT EXPI ES ON: 7 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this p ject. ❑ .r_, 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 ownerfr-thkduly authoozed agent he owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance tf any i ' I fp docu of Butte County. I hereby authorize repres�pnta;tiveslof Butte County to enter upon the above mentioned property for inspection purpos s. Print Name: 1Y Signature: r Date: ❑ Owner 0 Contractor A Agent for Owner 13 Agent for Contractor R i. t r r y • i A • _ r i r � 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 ( Y� OWNER: ,� / ASSESSOR PARCEL NUMBER Proposed Building Use: iSk4�D' D61 (f,,bA ( ►'\- Counter Technician: Date: G Items required in order to apply for a permits All boxes MUST be checked OR marked NA in order to)pply. 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 �oville, as applicable f-aoa 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........................................................................ ........ t� 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 aid. Sent/- pl 24. Planning approval (A) User k (B)Parking: (C) Parcel Check: _ZI-, -D ❑ 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 .......................................... 131-1 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. $ e 38. Other: 6,_Ka -5-h? / P �2V5 ❑ 39. Other: When issued Telephone Z,9C r apVold for pickup. I have been i 'forrh d of the a6odite s an requirements for obtaining a building permit. Applicant:. �,- "' = Date: % 7 �- 1. Index permi application for the aboyf items umbered: Plan C eck Letter 2. Additional items required 't/ Contractor, designer, g4F was ad ised of the above data by W phone, ❑ mail, ❑ couRter, by Date: Contractor, designercs!w2bliwas advised of the above data by fphone, ❑ mail, ❑ counter, by Date: - Z Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Dat tructural approved by: Date: Note transfer by: Dat 74Z} Yellow: Building Division E.H. USE ONLY Not Plan Attached _ Flooran AttscA®d Sent Pl- - Sant to B.D. ! TO: - Building Department `. FROM: Environmental Health' � SS SUBJECT: Sanitation Clearance 1 C �/ �r?'D /o o,c9csc,5 !J2_ Owl/ --.5-/6 ^D O Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well �° Clearance for dwelling. Other lA©x V6��� 13A-/E,c.J. Hold final for: Final clearance O.K. for: (VOTE: � ol Environmental Healt Specialist Date 8/96 i National. Pollutant Discharge Elimination System (NPDES) Phase II .Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submittingAlse and/or inaccurate information may result in revocation of grada'iig kncVor_other pegnits Mother sanctions provided by law. Signed: Title: Date: NOTES - RESIDENTIAL 071-510-009 02-1182 PERMIT NC°ZECH, PAT & CINDY I 29.a_TOYON'HILL'S'DR., 01MILLE— CONT: SRM NEW MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE [RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE _ f1 INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). ,INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY ` SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY f USE PERMIT CONDITIONS 1 SUB -STANDARD HOUSING LETTER t OFFICE COPY i Address GAS Meter By Dat l'' \ ELECT Meter By Date t JOB FINALED Signature COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I 7 County Center Drive • Oroville, California, 95965 • Telephone (530) 538-754 PE MIT N0. (Rev.12/96) �:, APPLICATION AND PERMIT/PEP ASSESSOR PARCEL � , »- 071M51O-M ZONING BUILDING PERMIT ' OWNER D�I[t g /y� 4L'J L PA Q WaY/I� TELEPHONE TELEPHONE SO. FT. OCC. BUILDING VALUATION 8 ��� MAILING ADDRESS .OWNERSS �R U�. ���g��+ �►S}�y ` 95%6ACC CONTRACTORS NAME " - »rp:' a47`1D1I1�!t � TELEPHONE " .S✓vJ7+7L'•--F)7i ' cowTrOR, [S MAIUN° AD_ DRESS U4+ OWV= CA 9,5%5 CONSTRUCTION LENDER��'� Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 171 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $313.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $201 45 BUILD_I�JCiADDRES�_ S __ i7 _`_ _ _ Mt. � Q.07(V\ i�7.7ILUVliE,i ij.7iT.7�,i ►C7 H= Energy Plan Checking Fee $ $ PERMIT FEE $ 33645 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome OtherSPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work:. NN MR PEM FND Wd SrM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 500VMain Service A OR LESS 23.00 Z LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. � License Class Lic. No. � 2 (. 2 OWNER -BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service aooA To I000A 46.00 -' NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. S. sO 3.5¢FT: N REBID MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUREr CIR. Fj(, OCCU OUTLET OR FIXTURES B0 @ 1.000 ' Ex. Occup. °FLx�eEo�AR�SU.OEA 5.00 Temporary Service - 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ • Li3 ()(j WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation certify that in the performance of the work for which this permit is issued, I shall /�comof one hundred dollars ($100) or less.) employ any person in any manner so as to become subject to workers'o.rtEs pensation laws of California, and agree that if I should become subject to the workers' compensation .provisions of section 3700 of the Labor Code, I shall r, forthwith comply with those provisions. / �X� ._ _ ct a'c' Date S /f //) % Signature ofApplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction(/ of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $i4not IMP ( OD CD$ pARCELd PD r /HDY V ISSUESUE This permit is hereby issued under of the, Butte County Code and/or indicated above for which fees have /. By Xa l/ PERMIT EXPIRES ONA/v the applicable provisions Resolutions to do work been paid. Date z, ?J ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 = Not OK = Not Applicable ' = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete 12. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 a Card B-1 Date %l3lL5.VerfVFE Plans) OK except #'s /A6,7Zonir�yFlequirements-Setbacks-Easements Y/Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. EI ricity; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie owns -Type -Installation Cent. 1 zits; Insp.-Sketch 4Dateert. of Occupancy ation Only; License Decal d 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 f 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric I 8. Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 1 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings I 12. Braced Wall Panels i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C Date FINAL (Plans) OK except #'s 1. Setbacks -Easements t 2. Soils; Compaction -Structure Stability i 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ` 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool L ht 9• Boxes- Enclosure s- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval t + 10. Plumb.; Cir. Test -Water Supply Test t 11. Light Niche Date Card B-1 Date Card B-1 F Date Card B-1 Date Card B-1 I ,/ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 1 � iingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor El Yes 82. Following Instld./Drive 0 Yes ❑ No/Walks 7 Yes 0 No/Planters O Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Owners Name: / � 7 FC Location: .29Z -M YCAI f/ tt S _P411/6 X20 !/l u..5- Mobile Home Installation Permit #: Q 2 '- �% �2 A.P.# 1. Mobile Home Width: x Length: LO = SlP I G 2. Two Kitchen Appliance Circuits: = 3,000 3. One Laundry Circuit: – 1,500 . 4. Ovens: 4ks w 5. Range (cook -top): (441 = 6. Hot Water Heater: 7. Dishwasher and i pos 8. Clothes Dryer: 444 9. Other (specify, i.e. motors, exhaust fans, etc.): Sub -total - Watts = IZ First 10,000 watts at 100% Remaining 6a watts at 40% _ 3 10. Air Conditioner: watts at 100%= 70- 6AC2 Central Heat System: /S -W - watts at 65%= Largest Demand of number ten above: _ TOTAL DEMAND WATTS REQUIRED "Demand Watts Required" divided by 240: = AMPS De -rate Mobile Home to = 'k, ; "S Ow am r •j } COUNTY, OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville,'CiA • (530) 538-7541 'r CORRECTION NOTICE n 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, r- please contact this office immediately. ��e7`yC) 4�2a-4-xj c:-/L- C -/Lo-j ti� • :k t, ,tt Date 3 �� •� Inspect r } REV 10/92 .`h .i. 1, •, - 41 i • Date 3 �� •� Inspect r } REV 10/92 r10— COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75Ai- _ PESMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �i 071-510-009 1 ZONING FR -20 BUILDING PERMIT OWNER ZECH PAT & CINDY TELEPHONE SO. FT. OCC. BUILDING VALUATION p 170R 96,1 74 -on . OWNERS MAILING ADDRESS 290 TOYON HILLS DR. OROVILLE CA 95966 67 C 87i-00 CONTRACTOR'S NAME S^'M TELEPHONE 533-2144 CONTRACTORS MAILING ADDRESS 61 LUMBERJACK LN., OROVILLE CA 95965 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total valuation 1$96174.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $202 45 BUILD IN DRESS 29�TOYON HILLS DR. OROVTTT.F. Energy Plan Checking Fee $ $ PERMIT FEE $ 336.45 LOT NO. SUBDIVMIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome�Q Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each, gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: NEW MEI PERM FND NEW SITE Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 , Mobile Home ISI GI W1 @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 500VOR LF Main Service 2a.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full f ce and effect. o - ,�7 License Class Lic. No. , ���iii"" (,;7EI(, -BUILDER ECLARA ION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation fof one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' 1compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit ply with those provisions. _ Date /45/ b (� Signatur OR pplicant - ❑ ner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Main Service zooA TO L000A 46.00 NEW CONST. DW UP. NO OCCs0 OR ADDNS. ( a ACC. BLD S. 3.50FT. NON-REOSID.T MULTI.OUTLEr 97,50 POWER APPARATUS a SINGLE OUTLET CIR. OCCU OUTLET OR FXrURES 2L @', o OWNER Ex. Occup. oL EDfSA 6.0 E, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ , occ CONST PE TOT L FEEnot HA D IMP O C P This permit is her y issued under the applicable provisions of the Butte Cou ty Code and/or Resolutions to do work indi d above or which fees have been paid. 7/1/10Lof Date PERMIT EXPIRES ON 7/p0 3 Date Receipt No. --p4ZH3. YU WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I■ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISK N 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538.7541 k APPLICATION AND PERMIT --- L/ A:SES:O4PARCEL Nu4aER G-) ( - , I ,� �O ^ zo BUILDING PERMIT:�r""'"`...... .. QwnEq C, So. ") S0. FT. 0 C. BUILDING VALUATION f Owr.Eq 5 MANNO ST'S `% i ._ .. •. CONT;kACTOR S NAME COr/T qAC ttOgIUNOS ADORE �J S! 1` , CjNSTAUCTIONLENDER LEr:OEA S hwuNG ADDRESS APCMRECT OR ENGINEER AACNITECT OR ENGNEERS MAILING ADCRESS BwW-NG ADOgE55 LOTNO. SUGOMS.ONS NAMF i•TELEPN E bre �► S°►Co.S i LICENSE NO ME 196 ETAM MEW I USEOFSTRUCTURE SF ❑ Duplex ❑ Mobileh;om. Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities l❑ Installat Describe Work: ^ � Iv \T4 lei *PEPArr FEE PA10 Other �❑ � I Fireplace Total Valuation S r F—lingFeee I S Permit Fee Plan Checking Fee b: Energy Plan Checking Fee $ S PERMIT FEE S `,_ �Ar PLUMBING PERMIT Each Trap Solar or heat um water heater Water piping Each as water heater or vent Gas piping stem I - 5 outlets Buildina sewer I ,SRA PERMIT FEE I S SHESUFF ELECTRICAL PERMIT I OTM Main Service OR ) I 200A OR "IESSs I 23.00 Main Service ( 200A TO 1000A ) I I 46.00 NEW CONST. OR ADONS. DWELLINGOCC ( t ACC. BIDSUP. . ) I S' I 3.5CsTO NE r I. NO N.RES10. _ / 1_TI.OUTLET ) i BAANCN CIpCU1TS I `7.5Q � TO N GOAAO�$� Mobile Home 1 S I G I W _23 C' lit r _ ,q Filing Fee ' 20.00 7.00; 3.001 5.00' /5.00 T,5_5_7 �_ 1 5.00 @20.001 PERMIT FEE I S % MECHANICAL PERMIT Fling Fee 1 20 CO Heating1 I I Cool1 I Hood 6.50: ventilation PERMIT FEE I S _ Mobile Home Installation Fee I $ Energy Inspection Fee $ y _ OCC CONST. TYPE TOTAL FEE $ l'.4 i NA: I o. offs I P coF cEL Thisl permit—ids hereby issued under the applicable provisiors of the Butte County Code and/or Resolutions to do. •No(k I indicated above for which fees have been paid. I— BY 1 Receipt No. PERMIT EXPIRES ON 4 'NMITE 0.0.3.•6.0. CANARY•ASSESSOA PINK•INSPECTOA OOLOENROO-APPLICANT Date ____ PERMIT FEE I S (-V ___.�> ELECTRICAL PERMIT I I Fling Fee 20.00 Main Service OR ) I 200A OR "IESSs I 23.00 Main Service ( 200A TO 1000A ) I I 46.00 NEW CONST. OR ADONS. DWELLINGOCC ( t ACC. BIDSUP. . ) I S' I 3.5CsTO NE r I. NO N.RES10. _ / 1_TI.OUTLET ) i BAANCN CIpCU1TS I `7.5Q POWER AFPAMTUS I L SWOLE OUTLET CIq. _ ___ Ex. Occup. (OUTLET OR M7VRES 9AL q1 50 EX. OCCuP• FO(EO APVIfS.. 5.00' Temporary Service I 23.001 Mobile Home Facilities ! i 20.00. Misc. Wiring I I 23.00, PERMIT FEE I S % MECHANICAL PERMIT Fling Fee 1 20 CO Heating1 I I Cool1 I Hood 6.50: ventilation PERMIT FEE I S _ Mobile Home Installation Fee I $ Energy Inspection Fee $ y _ OCC CONST. TYPE TOTAL FEE $ l'.4 i NA: I o. offs I P coF cEL Thisl permit—ids hereby issued under the applicable provisiors of the Butte County Code and/or Resolutions to do. •No(k I indicated above for which fees have been paid. I— BY 1 Receipt No. PERMIT EXPIRES ON 4 'NMITE 0.0.3.•6.0. CANARY•ASSESSOA PINK•INSPECTOA OOLOENROO-APPLICANT Date ____ � s COUNTY OF BUTTE -DEPARTMENT OF.DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER v ✓ l b �G Proposed Building Use: Counter Technician: Date: Ite s required in order to apply for a permit. All boxes MUST be checked OR mar ed NA in order to apply. lot 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. Engineere7l•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! m❑ � Energy compliance compliance design nd supporting documentation in duplicate. anufactured homes: Ata sheets and installation instructions, arriage line informationoor Plan ie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other / .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14'", es as shown on the attached Schedule of Fees Due Sheet .................................... Statement of Intent for Non -heated and A/C Buildings....................................�..l.Z 16. Sanitation and plot plan approval from the Environmental Health Department in V '3 + t y� .... 7 City of Chico Plumbing permit ........................................... 1 8. California Department of Forestry plan approval paid. Sent by: I U V ... ............ � a [' 19. Planning approval for (A) Use: CP K (B)Parking: (C) Par el Cheek: ❑ 20. Contact Land Development about 12 Improvements, ❑ Drainage ............................... [EP2 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... .40Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufac ured home utility clearance ................................................-:." .... /.. C].29..., violations and/or expired permits ..............................g .....�... ;... �. �--� a t Deed M.H. Title/StatPcafastts3 ❑Letter from Le al Owner Check to H.Caq. $ Iatleri`&%-, A,. issued Telephone `� 3' � and hold for pickup. I have been informed f theabove items and requirements for obtaining a building permit. Applicant: /Ecc�S Date: 1. Index permit applicatoilTor the above items n s Ian Check Letter 2. Additional items req ' d a ' : e` w i .re ( o "✓Pi Contractor, designer, owner, was a vise ❑ i , unter, y e: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: [i!:J. Date: of Plans approved by: Date: b ' Structural reviewed by: Date: Structural approved by: Date: p Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attachod Flow Pian Attachad� .'Fent to a.Q. g CMZ -((8Z, Owner Location AP# Plan Approved for: Sewage Disposals Water SuppT\ Public Private Wel Clearance for dwelling. Other `� Y:1.1 LIU fY)- 1 L�.�4 P Hold final for: Final clearance O.K. for NOTE: Environmental Health Specialist 8/96 Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE e,e1-1%AP#a-y• 51& o07 PROP SED BUILDING USE )1 `DATE *1311 . BUILDING PERMIT FEES - Balance Due ....................... $ r 5r7 Additional Fees Due ................. $ I , Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES 6 yG 5 ` (paid at District Office) (Available after Pl , ecic�l 3. SHERIFF FEES (paid at Building Division)n/� Residential ........... x $360.00 = $— Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=s Commercial (sq. ft.) ........... # Units Amt. x Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) , 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC. 1,MON a&—c 2:1212,54p, At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the_plan checking process. DATE !d Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) SITE PLAN REVIEW APPLICATION Date: � AP# Permit Number fif applicable) APPLICANT INF0RfAT10N Parcel Size: Owners Name: — Owners Address: Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home El Residential Accessory Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic ❑ Well Agricultural_ Exempt Building ❑ Other: Brief Explanation (if necessary): 4a. DO NOT WRITE BELOW THIS LINE DEVEL 0AVENT SERVICES INFOiLVATION (For Staff Use) 2 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 11 Site Plan Stamped Approved By Date b — I — 0 rL Page 1 of 5 f a ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 9 Snow Load .Area: • I•bov TO 2 -QX r -F--T - El Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0 8 So 0-, Index Date: ,' B— 9 6 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamatios0oard) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: PIZ — 2© Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pa2t 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front IO L Side 2� Side Street Rear Height Watervvav• I N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pa2t 2 of 5 1 Applicable Development Fees: Standard Feei Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------ --------------------------------------------- -- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) • Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed. of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:- ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel. ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain.a Certificate of Compliance ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: . ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements --------------------------------------------------=----------------------------------------------------------------------- -- Page 3 of 5 ❑ Subdivision Mao/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: :.. Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: Automatic fire suppression sprinkler systems shall be installed 'in accordance with tl National Fire Protection Association Standard for installation of sprinkler systems in oz and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurize community water system, with hydrants that meet the Fire Department specifications, serve the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emissic requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper tha 30%. The Erosion Control Plan must be prepared by a registered civil engineer or othe qualified professional and be submitted to and approved by the Department of Publi Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existin on-site mature trees, located in any area proposed for buildings and vehicular access, an provides for methods to protect the trees identified to be preserved, shall be provided to an approved by the Planning Division prior to the issuance of building permits and/or prior t, grading or vegetation removal. The removal of mature trees shall be minimized, when possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches i. diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to - ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by circular zone (minimum 40 -foot radius) identified by an orange fence during constructioi activities. No vegetation removal, soil disturbance, or other development activities shal occur within the fenced area. ❑ Lteasures shall be taken to control fugitive dust emissions from all driveway and other civi construction associated with residential development. Approved dust control measures an found in the fugitive dust control plan for the site approved by the Butte County Air Qualit} Management District, a copy of which can be obtained from the Butte County Departmen, of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Paae 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the tiro of review. C.\,%ly Occuments'B-dding Pumit Site Plan Revicwl.doc 1 Pa.--,- 5 of 5 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Buhding) l \ 1 School District Y U 1' I Building Department No. A.P. Number 1,[�' Jurisdiction: City County Property Owner 7 G� Property Location/Address Subdivision U Lot No. ............................................................................................... ..................: Residential Development Sq. Footage No of LivingI� #obile Home Addition/ *Supplemental to Units Installation Conversion Permit # '(No foundation inspection)' Commercial/Industrial New Addition Building Department Representative Sq. Footage 1,01-,000 o in bo (Group R) "I imoor runs reviewed by School District Personnel) District Identification No. O O `yor; (Le, &VJ School District certifies that `f r '(Appli ant) (Street Address) (Phone Number) (City) IState) (Zip Code) 190 3911 has complied with the requirements of Resolution No. iU by payment of $ 9 1 ( ,34. - representing F C� V square feet. AB 2926 $ . FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: ��,iG 'P� a( Ci Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xis (10/98)dmm m �r pegal y aY Vt nt ch �eu1 dwPL� � _ •w�J ' AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-101024621 Recorded 1 REC FEE 10.00 Official Records 1 CONFORM .00 County BU(fEOf I CANDACE J. BRUBKS 1 Recorder I ROSEMARY DICKSON I Assistant I Alyce 01:48PM 14 -May -2002 .I page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described'herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations'. All that real property situate in the County of Butte, State of California, described as follows: c-: .50-Ae-c1 X e C Date - '5-- 1Z - C),A State of California County of 6 uH.6- MM-0119 ilaf,1 , ,PA+>r/cj(— ,Zbch C 1.n d l Z,t-e-1. personally appeared_ -WCUL J'• (AMA personally known to me (or proved to me on the basis of satisfactory evidenco to be the person(s) whose name(s) mare subscribed to the within instrument and acknowledged to me that hefshe/they executed the same in his4w/their authorized capacity(ies), and that by MsAef/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. SARAH MK. ON � Signature Seal: 0 NOT133800,6 ARY PUBLIC -CALIFORNIA BUT t COUNTY 0 COMM. EXP. JAN: 7, 2006' A.P. # —D 71- 140 051 ti Z Iw Order No. 1-177796 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: The East one-half of the North one-half of the Southeast one-quarter of the Northwest one-quarter of Section 30, Township 20 North, Range 6 East, M.D.M.; the East one-half of the Southeast one-quarter of the Southeast one-quarter of the Northwest one-quarter of said Section 30; the East one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the South one-half of the South one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the North one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the West one-half of the West one-half of the South one-half of the Southeast one-quarter of the Northwest one-quarter. TOGETHER WITH a right of way for road and public utility purposes 60 feet in width lying 30 feet'on each side of the following described centerline: COMMENCING at the center of said Section 30; proceed Southerly and parallel to the East section line approximately 1320 feet; thence Westerly and parallel to the South section line a distance of approximately 660 feet to the point of beginning; thence from said point of beginning proceed Northerly and parallel to the East section line a distance of approximately 1980 feet; thence Easterly and Westerly and parallel to the South section line approximately 660 feet to the end of the line. EXCEPTING THEREFROM any portion thereof lying within the above described parcel. AP No. 071-140-051 RECORDING REQUESTED BY: AND VnUN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CQPY of Document Recorded 17 -Jul -2003 2003-0046997 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DONALD E. SPIESS AND BOBBIE D. SPIESS REAL PROPERTY OWNER/LESSOR 290 TOYON HILLS DR. MAILING ADDRESS 95965 OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 292 TOYON HILLS DR. Z445/12/03 INSTALLATION MAILING ADDRESS, IF DIFFERENT $16NATURE OF LOCAL AGENCY CIAL OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP PAT ZECH AND CINDY ZECH UNIT OWNER (if also property owner, write'SAME') 292 TOYON HILLS DR. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 02-1182 530 538-7541 BUILD ERhIT NO.HONE NUMBER Z445/12/03 $16NATURE OF LOCAL AGENCY CIAL DATE NONE DEALER NAME (if not s dealer sale, write 'NONE') DEALER LICENSE NO. FUQUA 2003 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMEER 18710A/B/C 48'X 257' & 479" X 12'9" ORE441367/8/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) ASSESSOR's'PARCELNUMBER AP # 071-510-009 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: , The East one-half of the North one-half of the Southeast one-quarter of the Northwest one-quarter of Section 30, Township 20 North, Range 6 East, M.D.M.; the East one-half of the Southeast one-quarter of the Southeast one-quarter of the Northwest one-quarter of said Section 30; the East one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30;. the South one-half of the'South one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the North one-half of the West one-half of the Northeast one-quarter of.the Southwest one-quarter of said Section 30; the West one-half of the West one-half of the South one-half of the Southeast one-quarter of the Northwest one-quarter. TOGETHER WITH a right of way for road and public utility purposes 60 feet in width lying 30 feet on each side of the following described centerline: COMMENCING at the center of said Section 30; proceed Southerly and parallel to the East section line approximately 1320. feet; thence Westerly and parallel to the South section line a distance of approximately 660 feet to the point of beginning; thence from said point of beginning proceed Northerly and parallel to the East section line a distance of approximately 1980 feet; thence Easterly and Westerly and parallel to the South section line approximately 660 feet to the end of the line. EXCEPTING THEREFROM any portion thereof lying within the above described parcel. AP No. 071-140-051 BUILDING PERMIT NUMBER: 02-1182 Address or .location of unit: 292 TOYON HILLS DR., OROVILLE CA 95966 Legal Description of Real Property: AP # 071-510-009 SEE ATTACHED (x) Mobilehome/Manufactured Home y O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant: to Health and. Safety Code Section 18551. Owner's name: PATRICK & CINDY ZECH Owner's address: 292 TOYON HILLS DR., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ORE441367/8/9 SERIAL NUMBER OR V:I.N.: " 18710AJB/C MANUFACTURER'S NAME: FUQUA YEAR: 2003 OFFICIAL APPROVING INSTALLATION - DATE: 5/12/0.3 PHONE: (530) 538-7541 H.C.D. 513C JUI.14• LUUJ It•UIrM JtKtNllY HVWIILJ/1 STATE OF CALIFORNIA _ � o t .. �a! ENT'Of ' , ..: _ N • 4 Z BUSINESS, TRANSPORTATION. AND HOUSING AGENCY UMBER. ....... DEPARTMENT OF HOUSING ® HOUSINGAND COMMONfT1 DEVELOPMENT DIVISION OF COOES'AND STANDARDS .8-693.26T.. Q MLWT• ' ••• MANUfACTURED HOUSING PROGRAM 'MANUFACTURER,CERTIFICATE OF,O'RIGIN' r FT -1 r DISTRIBUTION: ORIGIN% PINK) FORWARDTO THE INVENTORY CREDITOR UNLESS.THERE.IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). • COPY -111 JkijTE) FORWARQT,Q TNE.DEPARTMEN,T AT P.O. BOX i 324 SACRAMENTO, CA 05012.1623, InnTNIN FIVE_(SI DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THS TRANSPORTER TO ACCOMPANY THE UNIT TO 119 DESTINATION. COPY 2 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER, _ HCD.467.0 -.Side i - (7/B7) . MANUFACTURED HOME OR'MULTWN1T MANUFACTURED HIQUSING _. SFD (SINGLE.FAMILY DyVELLINS1, ], MUMH (MULTI-..UNIT.MANUFACTURED HOUSING NUMBER OF 3 TRANSPORTABLE SECTIONS COMMERCIAL -COACH: ..... . OCCUPANCY GROUP MANUFACTURER NAME '. MANUFACTURERtICENSE'NUMBER: " Fuqua Homes, Inc.' 90157 MANUFACTURER ADDRESS: SUGGES'fMREFAI4PRICE: ' soeet 20495 Murray Road Bend OR 97701 $113,960.00 a (Stele Zi :MANUFACTURER TRADE NAME: :. MODEL NAME AND/0R NUMBER: DATE OF MANUFACTURE: Fuqua 423 Januw 10, 2003... v NAME OF DEALEWOR TRANSFEREE (OWNERS"iP TRANSFERRED TO): CALIF.'DEALER NUMBER OR • DATE OF'TRANSFER: : :..... :. .. ... ... .. I SOItCOitj+ ;ilki • TRANSFER�FSiGNATION: ' I 7ariuvy 14, 2003 ... . DEALER OR TRANSFEREE ADDRESS:- (Streep 2490 Bruce Road Chao CA 95928 CJ INVENTORY CREDITOR NAME: (state) iP Q NtA- v' INVENTORY CREDITOR ADDRESS: ' CI Siete SECTION (16) MANUFACTURER SERIAL NUMBER MLD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH r". WEIGHT INCHES INCHES (POUNDS) 1 18710 A ORE 441367 576 154- 21,600- 2 .18x1A$ OR1i44136.9. STCt. 154 2j.60Q 3 19710 C 09E 441369 _ 573 154 21,6100" TRANSPORTER NAME: .. ... .. _. _ atspan Ilaul;a,8 TRANSPORTER ADDRESS: 3550 Steilawom Blvd. #204 Tacoma suaat WA 98499 cn sr L'a). ' DEST)NATION fOR'UNIT DESCRieEDABOVE: .. Zech _ O_rmrdle_ CA, NAME (Stival (City) (State) Zi • 1•upftlly vn0a•panab of parjury.urdBt.11w.turc.el lh9kPtal8Q(.Cfl!xorn19,tMR% tnkceere laale, arolrve BnP graq_ January 10, 2003.,. Bead ^`wI Deschutes OR Exaputea on . . - (Oita) .. - (ETIµ)(county) ,, Skala) S—ATUltf�OFAqHORtZEDAGENT! i� � '1 i � .. � ,'� ' i.,�`' V,;i ,t.. .� �, � �: •{-•. �r 1 ! 1 ! 1 i DISTRIBUTION: ORIGIN% PINK) FORWARDTO THE INVENTORY CREDITOR UNLESS.THERE.IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). • COPY -111 JkijTE) FORWARQT,Q TNE.DEPARTMEN,T AT P.O. BOX i 324 SACRAMENTO, CA 05012.1623, InnTNIN FIVE_(SI DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THS TRANSPORTER TO ACCOMPANY THE UNIT TO 119 DESTINATION. COPY 2 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER, _ HCD.467.0 -.Side i - (7/B7) . ,UEPARTMFNT USE ONLY STAY¢ OF CALIFORNIA,,,, DEPARTMENT USE oNL.`r • 8U5tNESfi TRANSPORTATION. AND HOUSING AGENCY TRANe.000r, OEPARTMEN'f•Of MOUSING AND COMMUNITY DEVELOPMENT DECAL NO. DIVISION OF CODES AND STANDARDS G' �� MANUFACTURED HOUSING PROGRAM '�ae�' DEALER REPORT OF SALE OR LEASE MCO CONTROL. NO. cc I NEW MANUFACTURED HOME OR " MULTIUNIT MANUFACTURED HOUSING TAX TYPE! LPT FYT CALIF. DEALERUCM/E NO. OATS OF TRANSFER TO D[ALCR O UBE C D� (Chu`a oae) OR(OINAL 6ALEfLErI6E PRICE sf0 Q +nuMi: /'O! 3� 5 00.1G. COB7 COPE NAME OF MANUFACTURER Clurk MANItFACTURER LICENSE ND.MNU Last AvACTVNER TRADE NAME " W9. MODEL E OR NUMBE0. GATE OF MANUFACTURE ON T'roaddWu.AMI �1 Propewy tnlpwl��rnenl ❑ POrtewel Pfeeawy O► sritt.Op Lewsa-„ atcTIDNN6.1141 MANUFACTURER SERIAL NUMSEPIS! IYIP LASSLrACD tN iawANimilea(sl Leid14I'utcllAil WIOTN (Incl:e.) W6tWiT.(ryaL �• 1O A, _ _ ):s 4f s Hca v� 6 �!2 D f 6 0 3. MRF It applicable. cheek one of the following; ❑ TENCOM OR ❑ JTRS ❑ TENCOIk AND Q Compgo Current Mailing Address1 su+aot r� a_ l � s elf`i - ADDSECRONQ DEPARWFNTUSE ONIY ��"'~r�'�• Clurk Registered Last First MI!!` Owner(s) (print true .1 2 (E- c .L-- r i PPF name(s)) _ _ RF IL►. 3. MRF It applicable. cheek one of the following; ❑ TENCOM OR ❑ JTRS ❑ TENCOIk AND Q Compgo Current Mailing Address1 su+aot r� a_ l � s elf`i - PENT Vr n PENZ Ciiy G./ v, F Coin date lP - Future Mailing Address tit surae �e�-�„ �(,. S. GZ.,8 ✓��' TAF cu fomm than azavy City County Stats zip TOD Situs (location) Address of Unit Stmel. .fit •� a—� t2 �OU��'. OUPT City Coutib Shit. Zip. RUPR Legal Owner(% �(rt- (� LL. SURD penholder)(print we 1111"8(6)1 r� /I CONF if applicable, check one or the follvding: ❑ TPNCOM OR ❑ JTRS ❑ TENCOM AND ❑ COMPRO REPO Mailing Address Street (;try �� State 21p ''� Q G RSF Junior y� ' 'v Lienholderinnt PLT true namasisil if applicable. check one of the folio -Ing; [3 TENCOM OR ❑ JTRS 13 TENCOM AND O COMPRO SLY Mailing Address Street City State ZIp UTP R7 ASP CERTIFICATION The apDUCant and dealer signln� billow state to Ino Pest of their knoMedge and belief that all arstamanls "ado in this application are Ince and Correia Tito oealer CCD civiraa iDar tht das Abad unlr s in eompllaneP with all provtstone ar Ute Health and Solely Coos one Department regulations adopted pYrOvOnt to the N0e1111 ono Sapty Code. SIGNATURE OF NEW REGISTERED OWNER(S): TOTAL 2. .. SIGNATURE OF STATE OF CALIFORNIA 11 R 'DEPARTMENT OF F OUSIN ®CD �aT DE "ELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION e• STATEMENT OF FACTS _ This unit is•a: MobiIahome Commercial Coach ® Floating- Kme Truck Can Oecal (license) iio. (s) Trade: fame . Serial too. (s) T/We, the undersigned, hereby state that the unit described above: 60. Affiant further agrees to indemnify and save harmless the Director of Housing and Cowur Development, State of California, and subsequent purchasers of said unit; for any loss •nay suffer resulting from registration of the above-described unit in California, or fr; issuance of a California certificate of title covering the same. I/1e certify under penalty of perjury that the foregoing is true and correct. Executed on at Date (City) s (State) HCO 476.6 (Rev 11/86) RECORDING REQUESTED BY BIDWELL TITLE & ESCROW COMPANY Order # 1-177796 f AND WHEN. RECORDED MAIL TO I Donald E. Spiess 300 Concord Avenue Brentwood, CA 94513 t 197-0298:38' Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 9:00am 11 -Aug -97 I • d' Rec Fee 8.00 DOC 82.50 IHF 2.00 Check 92.50 BWTC . MD 2 AP# 071-140-051 Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The undersigned grantor(s) declare(s): Documentary transfer tax is $ -y,,2,,5-0 (X) computed on full value of property conveyed, or ( ) computed on full value less liens and encumbrances remaining at time of sale. (x) Unincorporated area ( ) Unincorporated , .uhd FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, HARRIETT MC INTYRE, as her separate property; and HARRIETT MC INTYRE, Trustee for MC INTYRE TRUST and MAYOLA ZECH, Trustee of THE ZECH FAMILY TRUST, as their interest appear of record hereby GRANT(S) to DONALD E. SPIESS and BOBBIE D. SPIESS, husband and wife as Joint Tenants the following described real property in the Unincorporated County of Butte State of California: SEE ATTACHED SCHEDME C FOR LEGAL DESCRIPTION Dated: July 23, 1997 Al, Harriett Mc Intyre, Tr tee and as Individual State of California County of BUtte } S$. On 7-31-97 before me, the undersigned, a Notary Public in and for said State personally appeared Harriett McIntyre and Maola ZAnh personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose nanhe(s) is/am subscribed to the within instrument and acknowledged to me that he/abehhey executed the same in his/her/their authorized capacity(m), and that by his/her/their signatures) on the instrument the person(:) or the entity upon behalf of which the person(s) acted executed the instrument M o01 Zech, r stee 1ANIEBARK ' Comm. tt 1107541 < a , a NOTARY PUBLIC - CA1lF0RMA c Butte Court/ IAy Comm Exp:res SeRL 17. 2000 .► WITNESS my he and official sea] Signeturo e ('Phis area for official notarial seal) MAIL. STATEMNTS TO Same As Above STATE OF California QOUNry OF Butte on June 19, 1998 P before as, Janie Clark, notary public DATE NAME OF NDTARY PUBLIC personally y NAME(S) OF SIGNER(S). Harriett Mc Intyre and Mayola Zech _persrnally }m=an to me- OR - ✓ proved to me on the basis of satisfacboxy evidence to be the persm(s) whose name(s) is/are subscribed to the within irmnsnent and to me that he/stye/they executed the same in his/lir/their authorized capacity(ies) , and that by his/her/their sigriature(s) on the r y !� Q ME CI�RK �'�'mt the person(s), or the entity '• •' 1107541 upon behalf of whiff the peraon(s) ached, insti�nanent. NOTARY 03. executed exeaited the ` W oam► Wes L 17.2000 WITNESS my nand and official seal. RECORDING REQUESTED BY BIDWELL TITLE & ESCROW COMPANY Order # 1-177796 AND WHEN RECORDED MAIL TO Donald E. ess 300 (rd Brentwood, CA 94513 ' illllllilllfliliiflllllllliflliill 1 998-0�Z5567 Recorded I REC FEE 16.08 Official Records I County Of I CANDACEuJ. GRUBBS I Recorder I I 09:0 22 -Jun -1998 I PageYickie @9:0"i of 4 SPACE ABOVE THIS LINE FOR RECORDER'S USE I Grant Deed Document Title(s) This deed is beinj re-recorded to correct the legal description which contained an incorrect township. Transfer tax in the amount of $82.50 was paid on the initial recording. THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION >V� m Order No. 1-177796 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: -The East one-half of the North one-half of the Southeast one-quarter of the Northwest one-quarter of Section 30, Township 20 North, Range 6 East, M.D.M.; the East one-half of the Southeast one-quarter of the Southeast one-quarter of the Northwest one-quarter of said Section 30; the East one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the South one-half of the South one-half of the west one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the North one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the West one-half of the West one-half of the South one-half of the Southeast one-quarter of the Northwest one-quarter. TOGETHER WITH a right of way for road and public utility purposes 60 feet in width lying 30 feet on each side of the following described centerline: COMMENCING at the center of said Section 30; proceed Southerly and parallel to the East section line approximately 1320 feet; thence Westerly and parallel to the South section line a distance of approximately 660 feet to the point of beginning; thence from said point of beginning proceed Northerly and parallel to the East section line a distance of approximately 1980 feet; thence Easterly and Westerly and parallel to the South section line approximately 660 feet to the end of the line. EXCEPTING THEREFROM any portion thereof lying within the above described parcel. AP NO. 071-140-051 May 8, 2002 STRUCTURAL CALCULATIONS FOR *. SERENITY HOMES - FUQUA MODEL CSR -423D-30 FOUNDATION ONLY 30 PSF ROOF LIVE LOAD AND 40 PSF FLOOR LIVE LOAD OWNER: PROJECT LOCATION CONTRACTOR: JOB #E01-047 Pat and.Cindy Zech 292 Toyan Hills Dr. Oroville, CA 95966 As specified by Serenity Homes Steve Midkiff STRUCTURAL CALCULATIONS BY: 6 o s61 ' Exp. 3-31-03 s'!CIVIC 9�OFCA1.\FSP ROBERT W.ESTRADA R.C.E. #C040661 9z SUILDING DFPARTMP-N) C Pages 1-27 1 Paco Steel & Engineering; Hoyt Rolled l -Beam Speclficatione V OWgns ivm R • Iiol Pones - .. t, jr, CAD 1 (m.ii.i i nn.r%c%R6H FOL-Iic t oiit I aawnu enbn.i :A Q iuec w GHECK 5TEEL 6HA55I5 I BEAM FOR b' 5PAGIN6 OF GRO55 GARRIER SUPPORTS VERY GON5ERVATIVE TO A55UME.5IMPLE 5UPPORT FOR DEFLE=CTION GALL. GOAGH FRAME GHA55I5 BEAM STEEL GRO55 GARRIER SUPPORT FDL = qq.4 #/LF FLL 265 #/Lp FTL = 364.4 #/LF MMT. - I BEAM = 3, 644 #/LF x (8) A 2/10 = 2, 332 -# hb x 6.5 - fb = :2,552 #(12)/4.62 = 6,05-1 P5I < 21.6 K5I OK A= 5( 364) (b)4 (12) 3 = .0(0-7 IN OK L/480 = 0.20 GON5V . DEFLECTION GALG . .5b4 2q,000,000 18.14 TRAILER-Iq.DHG 1=24 2-n"--) K MAY MAX TYt' SECTION AT GROSS CAROMS SUPPORT 30°=25' MAX. qq"=825' 3Q"=25' MAX. i il FDL = 15 P5F x (25 + 82.512) FLL = 40 P5F x (25 + b25/2) POINT LOAD "PI " ® EACH STEEL GRO55 GARRIER PI = FDL = qq.4 #/LF X V FLL = 2b5 #/LF X V RI = R2 = 2q 15 #/FDL + FLL ALLOW DEFLECTION: 480 TOTAL LOAD NOTE: U5E HbxIO A3b 5TEEL SEAM MINIMUM FOR EACH 5TEEL GRO55 GARRIER BEAM - V-0" 5PAGING t I . - 5TEEL GRO55 R GARRIER BEAM 2 �. GON5ERVATIVE TO GON5IDER FULL GANTILEVER FLOOR GARRIED BY 5TEEL BEAM = qq.4 #/LF = 265 #/LF = lq5 #/FDL POINT = 2120 #/FLL =2gI5# _ .331IN? NOTE: OK TO U5E STANDARD 2'-0" WIDE GONT. FOOTING TO SUPPORT POINT LOAD5 FROM TH15 GRO55 GARRIER SEAM Engineering Design Title: # / . Estrada and .lob 728 A Plumas Street Dsgnr: Date: 2:11 PM, 8 MAY 02 Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530) 671.5257 1'.eu. 51 U0U: Ve: 1.2. l?J un•!.999, Vi3 L(c) ((.1 PagUN Steel Beam B ae_ g.ri 1923.99 EMERALC cAenercel6 eren�homes standard cal 2 0 s ............:.•:;v.���r.�rx...tr: w�:b.�. ;a>cs�nr<.m,r r>riix;,acrxr��e.�saaea^l..i Description TYPICAL CROSS CARRIER BEAM OPTIONS, NOTE: CROSS CARRIER BEAMS ARE SPACED AT 8' O.C. MAXIMUM SPACING. General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements i ....:...r.':..;c.,:.M.v. .-- ... ti.ta•:w,•=.xyi::v.c::•F {r..•><uy:=,..'s�rv.a--.w,-Lwn.Vwr.*-.;¢L•',+-aT.r-v,:r,L..:a:A+�7..-Y ..IpfaC..mfM :nass:n.`.f•..'.IN�Irtat,a: 1.,..q..,. .. a. �.:3b.•+P.+:1. «'„FrXK:.d-aii Fy - Yield Stress 36.00 ksi load Duration Factor 1.00 All Spans Considered as Individual Beams Span Information 1 _ - :._.. ...,;1-111.1 s` Y.11._-�cmw ct, a' i_..m.=awt�xa..:xt....., r... .u+ria n....a.: r.;: :..✓ c(x wi.c:... s...:,. u...v:r'.:-...s.rs •sr»:r.. : Description ROS,S`CARRIERaCrROaSSsCRER�.=se _ Span ft 13.25 13.25 Steel Section W8X13 W8X10 End FiJaty Pin -Pin Pin -Pin Unbraced Length ft 8.25 8.25 Loads >,.,.l. i.., t.:L..l.•W.t•J.•a Live Load Used This Span ? r .a....u.c�s. Yes .uv.F e.....s.<u,....x_.��J.,., �:&a.c MY..u.1Sr ,v+.a--w .,r_ as.✓.,..K.:,.L. ✓q.cw,.�l.irm,.v..+r ,tt.rt e..,b,,,..:.f._.ax,..,...e..dul.avevn+..rsx,®-e.. Yes Point #1 DL k 0.795 0.795 LL k 2.120 2.120 @ X ft 2.500 2.500 Point #2 DL k 0.795 0.795 LL k 2.120 2.120 ' @ X ft 10.750 10.750 Results r . ;x _d.: -r :r.,:.:, :;•-.•s., :. ...-.,,:n .'i.-n.x:v t':r•....:..>.i.r_•s .e,;... a'vt,•. "�.:: � xsrw ;::+rn:y.:ur.:sr...•a�*m,:t.%cure:=c+•ea:eP:.�rta:+.urr. »,+:aea.._ rx.. _: -.., .-:,�._ rx�.�,c.�d..y'+srru:.a .ree+n.^+:dran't4i Mmax @ Cntr k-ft 7.29 7.29 @ X = ft 10.25 10.25 Max @ Left End k -ft 0.00 0.00 Max @ Right End k -ft 0.00 0.00 fb : Actual psi " 8,822.3 11,201.0 Fb : Allowable psi 15,861.6 15,529.4 ending OK Be,idiag GK fV :Actual psi 1,586.2 2,173.3 Fv : Allowable psi 14,400.0 14,400.0 fiftea7 )K Sherr OAK Reactions & Deflections •+.x.., y-:,�;•xy:.•.}_K..:yT;yti�:�:ti �4:..Yu;'1�3LlS:�A'Citi.ifslir•:C'JTAYC.'::a�>•rY]]I':3•.:J:gc:iP3t..�":Ifo*.-..L"?1S:ld�llNatlil+'Y_!£2G'.0iR4(fY�1 Shear@ Left k .y4r.:.F..t:(bf.: Y-..9::.6.G'W...:..al'i..✓Sfiildixl',An1S.'�(i+:M+'1a:lYw).�':rSi3'-.u?.i�':M'J!GS.L54'r. 2.92 2.92 Shear @ Right k 2.92 2.92 Reactions... DL @ Left k 0.80 0.80 LL @ Left k 2.12 2.12 Total @ Left k 2.92 2.92 DL.@ Right k 0.80 0.80 LL @ Right k 2.12. 2.12 Total @ Right k 2.92 2.92 Max Deflection in -0.229 -0.295 @ X = It 6.62 6.62 Span/Deflection Ratio 693.7 539.6 Query Values ': Location ft R?�>'.Y.:,'NYMS's.:?h..<.'....'iS•'A!!XG:E:Y[labiJJfrill.HiLYcll::.in'1•ft.iCJFxav1:.Ytv..u�C.Pi"r�'ia:d`Yr6T:i 6.63 3!'.�"hF.`]!.E£'w Y..3,..4'•rR`.".%VLt:,:,`:YRM:JCy;».CViGf!u'. i:.MSNCJ14YKRlYti 6.63 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Moment k -ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Max. Deflection in 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MA RRIA 6E L N -C FOOTING 40 esf RLL SND RDL = 15 P5F X ( 13/2) X 2 = 1 q5 FDL = 15 P5F X (2.5/2 + 2,5/2) = 38 233 #/LF — RLL = 40 P5F X (13/2 X 2) = 520 853 #/LF FLL = 40 P5F X (2.5/2 + 2.5/2) _ '100 620 #/LF — STUDWALL ® MARRIA6E LINE = 5TUD5 ® 16" O.G. FOL = 233#/LF X 1.33' 310# - PLL = 853#/LF X 1.33' = 1135# LOAD EACH STUD ASSUMING 1445# 16" O.G. 5PAGIN6 1135 #LL + 1135 #LL j 310 #DL 310 #DL + � LOAD ON EAG1-I STUD A55UMIN6 16" O.G. 5PAGIN6 I� I33' 1.33' 1 1.33' ( GHELK 16" LEN6TH OF FOOTIN6) 15E CONTINUOUS FOOTIN6 MIN. 2'-0" WIDE X MIN. 15" DEEP WITH W/ 2-#e CONTINUOUS TOP AND BOTTOM, 5EE ATTACHED FOOTIN6 ANALY5I5.. MARRIA6E LINE 2" GLR. ° a 5 1/2" Z i i N , 2-#4 CONT. TOP B BOT. .21-00 GONGENTRATED LOADS ON THE MARRIA6E LINE GONTINUOUS FOOTIN6 SHALL NOT EXCEED -1,400# UNLESS A PIER FOOTIN6 I5 USED. SEE FOOTIN6 SGHEDULE FOR REQUIREMENTS WHERE LOADS ON MARRIA6E LINE EXGEED -1,400 LBS. z ,/0 TRAILER=IIDW-7 1=24 Estrada Engineering and Design 728 A Piumas Street Yuba City, Ca 95991. Ph. (630) 674-1681 Fax (530) 671-5257 Rev. 51000._ •UGO: K: -060A Ve, `•.1.?, a3-Jun'1999• V.'in32 (c) 1983 f99 ENERCAIC Title: Dsgnr: Description Scope: General Footing Anaf� ,sis & Desi . Description TYP. 244 T/B- 2.0' WIDE MAR. LINE 40 psf RLL Job # Date: 2:10PM, 8 MAY 02 Page 1 General Information 0.00 psf Calculations are designed to ACI 318-95 and 1997 UBC Requirements '.u.:v::•.?t':f�':J'.: �:.r..Y,tW.a""T.'.'ifY•. .:]"i,-.....:..'lV:.h4Wc.;,.p.`.C:.:Mlh1kF(wwV:iSR.S.Y+lwdY,sY,^.ji.0 RI A.W.i^d'gf?MTAI".dF444Ls�.v'e .6f..;i)R:Ji..g•.9 :".LaWSS+LR1:fiTGiyuan':r...n'.FIJlU6%3i(:.F'!KFpeNSOitivu'F,FY„(.1CW^+:96kA tiYt.'bRti#i Allowable Soil Bearing 1,000.0 psf Dimensions... Applied Shears... ' Short Term Increase 1.000 Width along X -X Axis 2.000 ft Base Pedestal Height 0.000 in Length along Y -Y Axis 1.330 ft Seismic Zone 4 Footing Thickness 13.00 in Overburden Weight 0.00 psf Col Dim. Along X -X Axis 5.50 in Live & Short Term Combined k -ft Cd Dim. Along Y -Y Axis 1.50 in fc, 2,500.0 psi Applied Shears... (pressures @ left & right) Fy 40,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.00 in Loads 'SL Allowable �'.y?'r+9. t?u �tw�kiY.te "'.'."u'..•.,:'...:n l. \ ... ..t z:fihA ...'...•W..Y,iT--..N:Ih Applied Vertical Load... ,J.rC�ai+.?4'..:'��1i'�6dYL htiw Cr.:H,S�.v?)4iyuYifa�Y.+.i.iDe�i .S.!>;w�YwS +f. Jd4 �h1.L+Ya.-0WJftGyl;u4:�.C1e„<K Yd•I �K ?.S. _....a.J. Dead Load 0.310 k ...ecc along X -X Abs 0.000 in 1,000.0 psf Live Load 1.135 k ...ecc along Y -Y Abs 0.000 in "X Ecc, of Resultant Short Term Load k Shear Stresses.... Vu Creates Rotation about Y -Y Axis Applied Moments... (pressures @ left & right) Dead Load k -ft Live Load k -ft Short Term k -ft .Tw.. fr+ie-vu Xa :+U.ti2LStE A•::s.::r..i.'.t'4k1'w`.YS.� ACI 9-2 Creates Rotation about Y Y Abs Applied Shears... (pressures @ left & right) Dead Load k Live Load k Short Term k Creates Rotation about X -X Alas (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k JUmma►y l=ooting Design OK ..:. Fa'.$a x.�.i..::i ..:. ?^. -. v,. :. .. el.. N:r 7 »Y.Ni...r. H Shear Forces ACI 9-1 .Tw.. fr+ie-vu Xa :+U.ti2LStE A•::s.::r..i.'.t'4k1'w`.YS.� ACI 9-2 ..r.,..liYtM 1CA'•r� ACI 9.3 ..!X+. Y>;.lF: .C'i.W J'6t. .. - -'r Vn - Phi a._.....Y..A.:. h+5'3ixYir..t> _1 -'J:'iXa Two -Way Shear 2.00ft x 1.33ft Footing, 13.Oin Thick, vv/ Column Support 5.50 x-1.50in x O.Oin high 0.26 psi 170.00 psi DL+LL DL+LL+ST One -Way Shears... Actual Allowable Max Sal Pressure 700.3 700.3 psf Max Mu 0.264 k -ft per ft Allowable 1,000.0 1,000.0 psf Required Steel Area 0.168 in2 per ft. "X Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn' Phi 'Y Ecc, of Resultant 0.000 in 0.000 in 1 -Way - 0.000 85.000 psi X -X Min. Stability Ratio No Overturning 1.500 :1 2 -Way 2.223 170.000 psi Y -Y Min. Stability Ratio No Overturning Moments ACI 9-1 ACI 9-2 . ACI 9-3 Footing Design ..:. Fa'.$a x.�.i..::i ..:. ?^. -. v,. :. .. el.. N:r 7 »Y.Ni...r. H Shear Forces ACI 9-1 .Tw.. fr+ie-vu Xa :+U.ti2LStE A•::s.::r..i.'.t'4k1'w`.YS.� ACI 9-2 ..r.,..liYtM 1CA'•r� ACI 9.3 ..!X+. Y>;.lF: .C'i.W J'6t. .. - -'r Vn - Phi a._.....Y..A.:. h+5'3ixYir..t> _1 -'J:'iXa Two -Way Shear 2.22 psi 1.90 psi 0.26 psi 170.00 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Top 0.00 psi 0.00 psi, 0.00 psi 85.00 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 85.00 psi Moments ACI 9-1 ACI 9-2 . ACI 9-3 Ru / Phi As Reo'd Mu @ Left 0.26 k -ft 0.23 k -ft 0.03 k -ft 2.9 psi 0.17 in2 per ft Mu @ Right 0.26 k -ft 0.23 k -ft 0.03 k -ft 2.9 psi 0.17 in2 per ft Mu @ Top 0.16k -ft 0.14k -ft 0.02 k -ft 1.8 psi 0.17 in2 per ft Mu @ Bottom 0.16k -ft 0.14 k -ft 0.02 k -ft 1.8 psi 0.17 in2 per ft Estrada Engineering and Design Title: .lob # Y 728 A Plumas Street Dsgnr: Date: 2:1OPM, 8 MAY 02 Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530) 671-5257 Rev: slam?�, User. Y:4l•060:23. Ver 5.1.2, ?.21ur. 19°9. l!'in32. y y Page 2 G(?i'�eral Footing Ania[Y sis �.n�esion iej 1983.99 EPIEF.CKLC +ti<°.Y'R_'7a:''l+?I+77,iddP.:;;+:!S'•.1::1;:4`1:7.`"...L:w`•'i'61))g?F'..n7'.,r^...,\.^i!i...a:A.vTx.tlPt.:S:fiX'iSYU+".%'.s:,?,;R'Tdr%L:?5.3 CAen rear\ser. rn-iv homes standard calc 20ps ...... .. .;.F•. •:.r,'rar:^+?+SR.+`. ••K'.Pd J!•. '. .%': tP13a•Es:.",.n..n'�M'1fi177. 7+'YIa..;L: r+. i3 Description TYP. 2:i4 T/B- 2.0' WIDE MAR. LINE 40 psf RLL Soii Pressure Summary Fsx:l.. •.�•:. nia.vsasYi+.r..siv:'ru=�ttaasJ::nxr.H!:sJ'P.?' -^,:ne,•:-ey:�:r•d..Y-:•••?:•+T•.ntn.s'k+:,•ewa..f�.ns.._�..:s^n�>,efm:IrrG:x-Sw..«.::.ymar,?r..:Y+•.y:✓.+arr.+:e Service Load Sal Pressures u*dl'?.s:xu.'i,aaruAe;s.�-ss.:lm,.nuZ�F4M.i.-:tl.^.+4\c.fLtei�e�1Ky. Left Right a: d:....� Top Bottom DL + LL 700.32 700.32 700.32 700.32 psf DL + LL + ST 700.32 700.32 700.32 700.32 psf Factored Load Sal Pressures ACI Eq. 9-1 1,108.45 1,108.45 1,108.45 1,108.45 psf ACI Eq. 9-2 980.44 980.44 980.44 980.44 psf ACI Eq. 9-3 246.26 246.26 246.26 246.26 psf Factors (per ACI, applied internally to entered loads) sr ..ACI •.n' •.: tn.i: ':.Y.t_".Yh`n�'.l u17:I.+..:1.M+,SSv: J'LLI � . Yao�r... .5'+::.J�!^'_L iiL'vJ. SY �.xkC:wit .:d:JVt.✓.:.n!'LL.v'Z:.'s'FiF�"~.•YS,l�-S!U.CAGiF:r'r..t1= ^.,W'W`tl ..3. .. r..•✓+' .'. ...:Jv,,.•.N1:':r.:YiiJi;iU:.:t:R:.xF..;rJ:L'�iw:.1•L.Wl^X.::: ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9.1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST " : 1.100 Estrada Engineering and Design Title: 728 A Plumas Street Dsgnr: Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530) 671-5257Ray.6 g� gn r Use r:�Y,H060429. Ver 5.1.2., 1.'slun-'..999, Wh32 �.;iF't"'t� ral Fo�i•'G.ii'v.g Pcnall �yt Sl LY (c) 1983.99 ENERCALC- .,;�,;= Description �TYP.244 T/B- 2 0' WIDE MAR LINE MAX LOAD General Information Job # ' 9/ Date: 2:04PM, 8 MAY 02 Page 1 Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allowable Soil Bearing 1,000.0 psf 1.000 uimensions... Width along X -X Abs 2.000 ft Short Tema Increase Base Pedestal Height 0.000 in Length along Y -Y Abs 6.000 It Seismic Zone 4 Footing Thickness 13.00 in Overburden Weight. 0.00 psf Col Dim. Along X -X Abs 5.50 in Live & Short Term Combined 13.19 psi Col Dim. Along Y -Y Abs 3.00 in Pc Fy 2,500.0 psi 40,000.0 psi Min Steel %, 0.0014 ' Concrete Weigh 145.00 pcf Rebar Center To Edge Distance 3.00 in Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term 9.400 k k k Creates Rotation about Y -Y Abs (pressures @ left'& right), k -ft k -ft k -ft Creates Rotation about Y -Y Abs ..ecc along X -X Abs 0.000 in ..ecc along Y -Y Abs 0.000 in Creates Rotation about X -X Abs (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Abs Applied -Shears... (pressures @ left & nght) (pressures @'top &bot) Dead Load k k Live Load k k k k Short Term ::v...d w: r•.: E\fns.-0!'.;.p.',Atral':w:>Y:aU. ".. ir,L:.1,::.a:+S.i�•_'sd4i!ttl"25.r.... ..... ...- �� Summary ......".4:M': 1 .4•..':�r•Y4 n.iFi.r�x,;:..•'v Shear Forces e44.a...'.vX'Wt:F.i%i.xYlY::bS ACI 9-1 rZ?M.iT»^W:•10.:<�i�.U"'a:3VY.=iFJ?><'qti.:.4tE"i.:.i..'i.�r:6�-°IaK+le4+t."ri•:. ACI 9-2 ACI 9 3 .Li1.c Vn "Phi Footing Desimi OK M ^ Two -Way Shear 13.Oin Thick, w/ Column Support 5.50 x 3.00in x O.Oin high 13.19 psi 170.00 psi 2.00ft x.6.00ft Footing, One -Way Shears... Vu @ Left DL+LL DL+LL+ST 0.00 psi Actual Allowable Max Soil Pressure 940.4 940.4 psf Max Mu 4.532 k -ft per ft 0.203 int per ft Allowable 1,000.0 1,000.0 psf Required Steel Area 85.00 psi . "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn' Phi "Y' Ecc, of Resultant 0.000.in 0.000 in 1 -Way 18.201 85.000 psi X -X Min. Stability Ratio No Overturning 1.500 :1 2 -Way 20.522 170.000 psi per ft Y -Y Min. Stability Ratio No Overturning 0.33 k -ft 4.53 k 0.21 k -ft 2.91 k -ft 3.6 psi 50.4 psi 0.17 in2 0.20 in2 Footing Design ::v...d w: r•.: E\fns.-0!'.;.p.',Atral':w:>Y:aU. ".. Ji.a.T:.':Y.:kt::i:.^. ......".4:M': 1 .4•..':�r•Y4 n.iFi.r�x,;:..•'v Shear Forces e44.a...'.vX'Wt:F.i%i.xYlY::bS ACI 9-1 rZ?M.iT»^W:•10.:<�i�.U"'a:3VY.=iFJ?><'qti.:.4tE"i.:.i..'i.�r:6�-°IaK+le4+t."ri•:. ACI 9-2 ACI 9 3 .Li1.c Vn "Phi Two -Way Shear 20.52 psi 20.52 psi 13.19 psi 170.00 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Top 18.20 psi 18.20 psi 11.70 psi 85.00 psi Vu @ Bottom 18.20 psi 18.20 psi 11.70 psi 85.00 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi As Req'd Mu @ Left 0.33 k -ft 0.33 k -ft 0.21 k -ft 3.6 psi 0.17 in2 per ft Mu @ Right' 0.33 k -ft 0.33 k -ft 4.53 k 0.21 k -ft 2.91 k -ft 3.6 psi 50.4 psi 0.17 in2 0.20 in2 per ft per ft Mu @ Top Mu @ Bottom. 4.53 k -ft 4.53 k -ft -ft 4:53 k -ft 2.91 k -ft 50.4 psi 0.20 in2 per ft Estrada Engineering and Design Title : Job # Dsgnr: Date: 2:04PM, 8 MAY 02 728 A Plurnas Street Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530)671-5257 Page 2 1.400 0.900 Rry v�11t¢�k�is ary ' . eoeG \c.nereal !s?rrthom s standarUe5H - `!i6 -69 ENERCALC } •..,,,, f`n:,.-,;r.cx!;.-r4. ... J.; _Y..']TR:"r. ,3ar.9"x:�•'�:i435 n:a'. ,7�s .?t ..: ri:?W :.:,t .va:sw v.la.y _ar.,. r.:..;d:•�t3zJ'.!Crurnl:^.•a�:7!�F',.."(.."af-. i!.:r u.6'Yt'3 Description TYP. 244 T/B- 2.0' WIDE MAR. LINE MAX LOAD Soil Pressure. Summary 3I•J.Y•,flX:�P1'•.6fc•1V=tlf+'I•is[S'i , .'-v.'sr,)viA'•.-xl,•.r•Lw..)'J+ftv:N:ri_r yAtuYtce:::i<lJ/+SS:>V44H<",dY.-.aiJ•J-^"TI.+Yev1iWJ•L,:ti:K.YYJf'EAS?2.4C:)<iY1�':.Ri.4av"S.<'.w'6`G'sIM1tC:',YrPYivMl'.2fi:"::<t]1..'•%w:::xl'd�,2.1."::p.%:f' Service Load Sal Pressures Left Right Top Bottom DL + LL 940.42 940.424, 940.42 940.42 psf DL + LL + ST 940.42 940.42 940.42 940.42 psf Factored Load Soil Pressures 1,316.58 1,316.58 1,316.58 1,316.58 psf ACI Eq. 9-1 ACI Eq. 9-2 1,316.58 1,316.58 1,316.58 1,316.58 psf ACI Eq. 9-3 846.37 846.37 846.37 846.37 psf ACI Factors (per ACI, applied internally to entered loads)' lhG 'AA'9H-�LriG.].i'vlii ... (. .... J nFY.. �rVe..d ;-✓:.Hn.bti$a. yr !a2<lYA 3+Nf .h4 .� YSM xACI 9-1 & 9 2•DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921 2.7 1 4 Factor ACI 9-1 8 9-2 LL' 1.70b ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor ACI 9-1 8 9-2 ST 1.700 ACI 9.3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Page 2 1.400 0.900 Estrada Engineering and Design Title: Job # 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Description: Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530)671-5257 11P 510002 yy,� y �'yy Page 1 Use Y,W 060=29. Vcr 5.1.2, 1.3J un•1999, Win32 �y� �.c e Footing Design e .. (cj 1983.99 c.IVEFCA.:G � � JJ� �PI CdIC \SU G'71`- standard Cdr S •:.rd:e ., r: <�,• � e :.. •...:. � ... -, .. _. .�.;..:,.„q .,,•' rz,.<. .. - ..,..+a,.. -s.,- �. „7..._ : rr as a, 3z_:1. ..IreW ,,.. , .� . T ... . ,.�. , r, e,�... �'S �A:F.•:J.`_^.:2it i.l'..'i%4`.1E. � ES., -OYi1�S Sid 8 h s, 4 . its � ...7:"n--iR:..9M1;+,. �':'s=_ � c.:C n .tri ....e.... qr 9 :^•rlNs^ v >.%': e , Description 18" SQUARE FOOTING General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements h�: ..•..: T: y':`.'.v,:,i m <�.. :. ,�..v UVix. 'v,•i1r.fi C.tl^i,?1.1 k+,:. Dead Load .r.Aia'>vinalv1.rVY.•f,,.✓p•ytd?.:AkuM4t!!t'k!r.!>1il�.3.:a..4t,.>re:.tL.YJA'l:»vv:anw.l v^tnxifv4.&?xH•%xx: 10:St.Li�:lfs:C':i 1.800 k Footing Dimension +stv:YL43AN�.iKvd9+i:3.�-Ytc .moi. :Y :th':MF n 1.500 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcying:..-::,,..z.sr :. .:., .: r -.....r _..,_,p. x_.Jr. run n -i,.. ..w:k.r>'i...:�<::aelt4rr.'.+;ti :':.•.w:.3+1`�xr_zc:;:R:a_..vsv:.euw.,;. t�+r wt.-'?` Rebar Requirement Actual Rebar "d” depth used' 2.750 in As to USE per foot of Width 0.046 in2 200/Fy 0.0050 Total As Req'd 0.069 in2 As Req'd by Analysis 0.0004 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014 % i. Summary y Footing OK 1.50ft square x 6.0in thick With 2- #4 bars . Max. Static Sal Pressure 872.50 psf Vu: Actual One -Way 6.94 psi Allow Static Sal Pressure 1,000.00 psf Vn*Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 872.50 psf Vu : Actual Two -Way 14.95 psi Allow Short Term Soil Pressure 1,000.00 psf Vn*Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu :Actual 0.11 k -ft 1 # 4's 1 # 5's 1 # 6's Mn * Phi: Capacity 1.99 k -ft 1 # Ts 1 # 8's 1 # 9's 1 # 10's I Estrada Engineering and Design Title: Job # I'Z/ 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca .95991 Description: Ph. (530) 674-1681 Scope: Fax (530)671-5257 Rev. 530002�+ P e 1 Uw KW060429 Ver 5.1.2, 13•Jun1999 Vin32. s�ai.sare Footing Design (c) 198399 ENERCALC C.�enercalc\serenity homes standard talc 20ps tixf:A;ad rLC .A;.s;.7�+C. w'd,.;,•r..M?4 2�"c:cTJc::! nF'4'.''rr,.srlE.:'S;tYGYniR.,.��":."?8.:5'3aaYl?'Su86iCq.^^`U�tu:'r".•r�i'%e'IA:and,�7.5&I ZL�F'.rJt'9iti:ri z:'swt.ar'u."'aaa'?iaS:r.+ax. ' 4F ie'3..•^i�3i25c411ik' Description V-9" SQUARE FOOTING General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements "aG2t Ca5'.•.^yra +.. ..mrent _... uxcr',+'�rGn'aatiw:.' �d*.s.rttn:Jt4kT•afn. Dead Load ua'e9L':rrn.., .T:stiFaaa,,:' wfr�4;ca.m:;e5eit: 2.600. k .F1w:;;[ L'G _ .. SL Grua Footing Dimension _ w:umfJ'NirC raN>;lY,a. i?ex':dre•.ssl•• 1.750 ft Live Load 0.000 k Thickness 6.00 in Short Tenn Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight. 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL 8 ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing ' }fix CM1_wIfFJP:tiw'rxw)fwY;'N:•lYL6W.G'.F+T+`Wi>,tevLdri .4x1!HMt:' Ii'^.:' 'vyf'.'Wi'ab" Ul'6k2iGvr.'itiV'dYdMiS`.}1a�.iG:Y,+,b":e:WYNiS' :.'J�:LG'-". UtlLYJ[Cl'S'NYf:'YFiGCi'•.tt Y:CG Sa'J' _!'1'4«N�f1SiBff.."Aal1UL.•. ., •. •' Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.046 in2 200/Fy 0.0050 Total As Req'd 0.081 in2 As Req'd by Analysis 0.0007 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% 1.75ft square x 6.Oin thick with 2- #4 bars. Max Static Soil Pressure 921.48 psf Allow Static Sal Pressure 1,000.00 psf Footing OK Vu: Actual One -Way 12.22 psi Vn'Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 921.48 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way Altemate Rebar Selections... Mu :Actual 0.19 k -ft 1 # 4's 1 #5's Mn ' Phi: Capacity 1.73 k -ft 1 # Ts 1 # 8's 24.66 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design Title: Job # 3 728 A Plumas Street Dsgnr: Date: 2.:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (530) 674.1681 Scope: Fax (530) 671-5257 Rev. 510002 Page 1 Uscr: Y,W060429. Vcr 5 >. 2 13 -Jun -1999, Wh32 Square Footing Design. (c) 19E8-99 ENERCALC C:1enerCaiC�S reniy homes standard talc 20.s c) ! 983-d;`:�.a N ERC:r2,,-, rcair,,- r%7.Onee2SSC;s*.�.FAa�'l�i,Enet4}'gd c!¢x.•rP":i rz:vP�z:i Description 2'-0" SQUARE FOOTING General information calculations are designed to ACI 398-95 and 1997 UBC Requirements rjJj ;T'F.TI:Ki4"�NSI:N=AI.SIS-�l.'YS�`tiO'.4$S.•T._'r.YYdI.•%CLJi.SAAlt3dtk�"••.•,,.'�••_i:YF'.111".n:,wY'AS�i'19:i.' ^_•. Dead Load 3.400 k W KWWS'.3LaFi�L59i6:GyB:.d�ifH 4}'+'FI '. Footing Dimension tS'�XM1^v'I�.SW1:93 :.bbv�ln 2.000 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL 8 ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in, Allowable Sal Bearing 1,000.00 psf Reinforcing caw[t4r.:•:.saxo�•ur Y::Iw.:cH:wu�.f;fW�♦`;asWi•'.aa6ra:A'12YN!ITeS:au�; v'r:u.:'.LSYwIYItF:is:T ^... s!'�::..fiteae3NVu'Rctsrrlami9Yi..'mY:+Y9zaY:r " 9Y'k'rws;L'Al^HLUSUYaJfn'iwrrsWwcs'a.Nr ... _ a I.,, �'.1• ,. Rebar Requirement Actual Rebar "d" depth used . 2.750 in As to USE per foot of Width 0.047 in2 200/Fy 0.0050 Total As Req'd 0.094 in2 As Req'd by Analysis., 0.0011 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% 2.00ft square x 6.Oin thick with 2- #4 bars Max. Static Soil Pressure 922.50 psf Allow Static Sal Pressure 1,000.00 psf' Max Short Terre Soil Pressure Allow Short Term Sal Pressure Mu :Actual Mn' Phi: Capacity Vu: Actual One -Way Vn'Phi : Allow One -Way 922.50 psf Vu: Actual Two -Way 1,000.00 psf Vn'Phi : Allow Two -Way Alternate Rebar Selections... 0.29 k -ft 1 # 4's 1 # 5's 1.53 k -ft 1 # 7's 1 # 8's Footing OK 17.12 psi 76.03 psi 34.92 psi 152.05 psi 1 # 6's 1 # 9s 1 # 10's Estrada Engineering and Design Title: Job # 4` 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (530) 674-1681 Scope: Fax (530) 671.5257 Lre 51000 Page 1 Uso! KL"% 29 Je' 5.1.2, 1:-Jun 1999 V hM Square Footing Design (c) 1983.99 ENERCAI C c;\enercalc\serenity homes standard talc 20 s ! t?.+W.hS<.Tj'�•:.Abid'tSS7ti.:.".:5"'l-Xv+).T.F�h %�:'G 1;JkM @s, `"....vrt..k. ;z ;a:4a:s:`}.: 37nxcarix F-y�ri�1,c^,scaes:.ari&cr!,>-x�.'e�!Nr:=1: A.�7r_�w:a.r.3)FMxr r,%L"7s43,.' c�L°z 'v;cG�:� 1t;W�',rw, 's4;t 3? Ss-or=; '�Zsnv�"<- _ . Description 2'-3" SQUARE FOOTING. Generai Information calculations are designed to ACI 318-95 and 1997 UBC Requirements :>tl%Ae.t'M!'ll:hM,l01 GaU.'4lM'f.lO.txYibS:rvi:29.^.tl"!tCtT',2:KL1GaOlMWYC:AriLM,dSNN`YeCi' aliWW52n,'an .. •. ySkigi:ti¢e q.•• 'i4f:!' .IJiik]t,Tii.<L`.U1°#Y:,iBL::H ..:tiS4i:Y:SI IIS[AJiU: l-xrc-�4Vu36uYK'0W' Dead Load 4.300 k Footing Dimension 2.250 ft Lime Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Bar Size 4 Seismic Zone 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing 'K':1i:Yit!Ctit.£F!!CWc'!IUS'4 �rM4aGEbNiC.y'SS:U':iY:.YdlDtW'/Jt55:GYWniZ'iYr. ati]PJf#tR1M'iµ&l,' "- "`p✓f�J-"fkliCil. •. SKY v6 2A Vi'JiWxr.'..+k'.lt:Q3 .:. Al 1Sl�i'.. 'J Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.066 in2 200/Fy 0.0050 Total As Req'd 0.149 in2 As Req'd by Analysis 0.0015 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0020% 2.25ft square x 6.Oin thick with 2- #4 bars Max Static Soil Pressure 921.88 psf Allow Static Sal Pressure .1,000.00 psf Max Short Term Soil Pressure 921.88 psf Allow Short Term Soil Pressure 1,000.00 psf Mu : Actual 0.40 k -ft MnPhi: Capacity 1.37 k -ft Vu: Actual One -Way Vn'Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 1 # 4's 1 # 5's 1 # 7's 1 # 8's Footing Oil 22.00 psi 76.03 psi 46.50 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design Title : Job # 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (530)674-1681 Scope: Fax (530)671-5257 L"I"; ev SI0002 � ►'y P 1 User: NO?0060c29.4'er; 1 2, 13Jun 1999 4tlin32 _. Square Footing Design � } (c) 1983.99 ENERCALC cApne calc\5Cre.2kM.se.�flitV homes standard Maid, +K�.�i4C.:: .7,':Six*,SCF;S��s=...-,id4rJ 6'�fS &!YnF.sTA3�:9e�?i92:KIn�iS•a.2+R.^S!`X �' (Ai?Y iuTSixti73"$i�3.T. .ifF'F+'�i.Lr"d;% 43�&'k't2.Fs ;rBz"-4!li''-%irs.GJ.i Description 2'-6" SQUARE FOOTING General information. Summary ry. 2.50ft square x 6.Oin thick with 2- #4 bars calculations are designed to ACI 318-95 and 1997 UBC Requirements '.'. .•IiM4:S`y^.JYJYLvQcN'. :>.J� CI:. :SC?[!C.G_11N G:"f.'.T.1ClJeL'.V :• :odil'J.Ya9"WCM1YRA .• Dead Load .''JfXi3CfMtilRrtXs#'tlY'iJYSiL.G'WGL'G!/.`�1V'X.t'3Y.:ii(S' 5.300 k YKl .: ...: PL'.Ydl„IliuYaC�:V'.. '•E.'C:II"M1:l'Yi:',6%J!!X!i?SW{{.Yn4'1%.+INiL.V:M.sY"' dL9Ji14.uitY.. Footing Dimension 2.500 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 0.54 k -ft 2 # 4's 1 # 5's Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing '4Y!"diiX.ikltYi.Kd4Tsx..n'3Y"'^4.'.a- ._•. .. ' :i1 "•. l%KYINCr.tLi%'SCL '' ".t,:3dhTr=hllL . 13Y'Jl:YR�VaYr:iSL!a,L:J:I:>xY��D+I X.'.n.#w'La`r'.7%:.L4:/+PvY.'J' Rebar Requirement :AiI�aFINWM:h%5'6\ia 111GCa)%` w41'Y i81 :.'.'.1sY(io:0. A 3:!tVtYS'#:il:?ti Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.089 in2 200/Fy 0.0050 Total As Req'd 0.224 in2 As Req'd by Analysis 0.0020 in2 Min Allay % Reird 0.0014 Min. Reinf % to Req'd 0.0027% Summary ry. 2.50ft square x 6.Oin thick with 2- #4 bars Footing OAC Max Static Sal Pressure 920.50 psf Vu: Actual One -Way 26.85 psi Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Tenn Soil Pressure 920.50 psf Vu : Actual Two -Way 59.37 psi Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu.: Actual 0.54 k -ft 2 # 4's 1 # 5's 1 # 6's Mn ' Phi: Capacity 1.24 k -ft 1 # Ts 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title Job # 1 �, 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 : Yuba City, Ca 95991 Description Ph. (630) 674-1681 Scope: Fax (530) 671-5257 Rex 510002 Page I User: KW.060429. Ver 5.1.2, 13,Jun-1.999, Win32 SqLtai-e Footing Design - (c) 198399 ENERCALC AVI cAenercal6serenitv hornes Standard ca�61,_20p, ilqvce -MEM. xfn�— 9—MPOW Description 2'-9" SQUARE FOOTING General information Calculations are designed to Act 318-95 and 1997 UBC Requirements Dead Load 6.400 k Footing Dimension 2.750 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.0()0 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Reber Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.116 in2 200/Fy 1 0.0050 Total As Req'd - 0.319 in2 As Req'd by Analysis 0.0026 in2 Min Allow % Reinf 0.0014 Min. Rejnf % to Req'd 0.0035% 2.75ft square x, 6.0in thick with 3- #4 bars Max. Static Soil Pressure 918.78 psf Allow Static Soil Pressure 1,000.00 psf Footing OK Vu: Actual One -Way 31.67 psi Vn*Phi: Allow One -Way 76.03 psi Max Short Term Soil Pressure 918.78 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psf Vn*Phi: Allow Two -Way Aftemate Rebar Selections... Mu :Actual 0.70 k -ft 2 # 4's 2 # 5's Mn * Phi: Capacity 1.66 k -ft I # 7's 1 # 8's 73.53 psi 152.05 psi I # es 1 #9s I # 10's r. Estrada Engineering and Design Title 728 A Plumas Street Dsgnr. Live Load Description: Yuba City, Ca 95991 6.00 in Ph. (530) 674-1681 Scope: Fax (630) 671-5257 3 LRev 510002 User: 1!. 60.29.Ver 5.1.2, 13 -Jun -1999. Whi32 Square Footing Design (c) 198399 EIVERCALC <5•?4s31�:!'7(k'Ci:�liti�.+.S7a::.21LL,.;hS7;:G:.«F?"'17t.�?A7i..LSt�:7S:LV�iTiCi:vl?;�4!'SSP.'.&itC:f.'ei7fffR'"J,r"+!. 7:761E.+'TC�Y,4�,a.::Al2�h�074k7$�� Description S-0" SQUARE FOOTING 4 x Job # 11/ Date: 2:55PM, 8 MAY 02 Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 7.600 k Footing Dimension 3.000 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing •••+C'MbY>`IAS1WIhv]6ir1'Ai'M.ik+F6YV'9:.N!FYi:1'C'•11�.%?Al :J3�`Y_Jt4. .GBCVCi:VTkM14l6i .' i.rARAiSR'Sxf[LBYCfI.'Sn'i5YvR:J:T! rSTV btw'ilti,nS'Ad1:N.LL r1iKfY.Y9duy bYS=i Yli:t:•' �Ci.Y .KYbki "-GL':YYi+'M'i4+dt�iY. Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.147 in2 200/Fy 0.0050 Total As Req'd 0.440 in2 As Req'd by Analysis 0.0033 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0044% Summary ,I Footing OK �;::ri.=':� n'=aR.5..7ffs:�pFs..iFfi'.^w'i::.^:'•:�6;, .+ ' 3.00ft square x 6.Oin thick with 3- #4 bars Max Static Sal Pressure 916.94 psf Vu: Actual One -Way 36.47 psi Allow Static Sal Pressure' 1,000.00 psf Vn•Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 916.94 psf Vu: Actual Two -Way 88.99 psi Allow Short Tenn Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way 152.05 psi Aftemate Rebar Selections... Mu :Actual 0.87 k -ft 3 # 4's 2 # 5's 1 # 6's Mn ' Phi: Capacity 1.53 k -ft 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title: Job # 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (630) 674-1681 Scope: Fax (530)671-5257 'eu slocroz - Page 1 Usar: ,01% 0429. Ver 5.1.2. 13Jun.1999. Wh32 _ f t.R t"l�' it�00 &tt'?<£ �C ,6 Ct, (c) i9s3.99 eiveFca�c c:\eneroalc.\serenity homes standard calc 20 s Naeu��::`a:s.•zucs±'+iFr:;;S.z.+••5r`ts2A+•Ova k�;x� ;?..F_,S tiM� ±axn9ieia.'..qK.•t'.61,+c•..'�,"'"'"JG,.�+l9n 3;.t4's.'Sl2cR". iS :SZt`mil'Ar",:75Y�?a•"..QfW"?MSdG!7F�. ,a!>YS G�•�SuC�L:t:;Ycy3;g.1 v?a(t� sC1i"„Y b;: s' 52:37'.L"�`FTr-. Description 3'-3" SQUARE FOOTING General information Calculations are designed to ACI 318-95 and 1997 UBC Requirements ..rc,a '<•. -ov�h r..uncaoaaieac7 �:r.�:..+-:a:, trr rsrrur ...`.:.s.- ix,!a, w,:r=^e:y.raN: raw��.arms>s�nuaa�:nyasmca:.�:s �.t�w_. '-a�cu::.�arawavev.,xu: - a :�•esr... Dead Load 8.800 k Footing Dimension ,.uavat,a. .Y: .uecw:�w+ , 3.250 ft Lime Load 0.000 k Thickness 8.00 in Short Term Load 0.000 k # of Bars 3 Bar Size 4 Seismic Zone 4 Rebar Cover 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing z .. ie :(?t,a.!A•ari,..e:t:,awesrw;,m:s.�`.i.-flnsNxM4xs::.:vm ectflssl2#tleas:tW.:•IIf?:`c.;y"'•. :e1usultx • :Yr.rL10.Y�a1+nlSriltk3x�.� s4;An cba. alfineSflhlLua:emtV::.lui-ra!:wc16.sSm9., ��:iSr.� ri.F•sx•:: Rebar Requirement Actual Rebar "d" depth used 4.750 in As to USE per foot of Width 0.103 in2 200/Fy 0.0050 Total As Req'd 0.335 in2 As Req'd by Analysis 0.0014 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0018% Summary r Footing Oil 3.25ft square x 8.Oin thick with 3- #4 bars Max Static Sal Pressure 929.80 psf Vu: Actual One -Way 20.46 psi Allow Static Soil Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Term Sal Pressure 929.80 psf Vu: Actual Two -Way 50.69 psi Allow Short Term Sal Pressure 1,000.00 psf Vn`Phi : Allow Two -Way 152.05 psi Altemate Rebar Selections... Mu :Actual 1.09 k -ft 2 # 4's 2 # 5's 1 # 6's Mn " Phi: Capacity 2.53 k -ft 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title: .lob# 19�, 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (530) 674-1681 Scope: Fax (530) 671-5257 Rev 51.0002 Page 1 User: M-050429 le; 5.1.2, 1?.Jun-1999, WlnM Square Footing Design (c) 198399 ENERCALC C:\enercalc\serenit'y homes standard calc 29-ps . F*V,f4 aaa�, iM:c:q'..:,.!Vers:S!..^a';s;ti.clr': �'!r.�:GrtfrStk,^ t.^.S 4triteYA'.'rca:n ' .ro&SL::7;w'"iFtt 3'a4':A1EC:Ji'.�c.r.'SI'6-�R2: ^Ami`.. 1?p!! .".•3fls'+ti'rv71a':S�CJJ: x �'+L'G' ay9EanyF;.nti.'si�nt6:e�.. :j1ftzWAr.z:.:;xJ.£:i r4%�GVh� n-,'�'" �Y:f Description 3'-6" SQUARE FOOTING General information 969.81 psf Calculations are designed to ACI 316-95 and 1997 UBC Requirements tLY 'htlut:3n•.:cc::taA2x'iaP.Ii -� INJ.KnIY �f!1azn.iiv'+HfLC+fVxrat± - nc rAY_�': rY'IN i.*PA .,RV.G� _: ai.u}LYV4Yi• - "5g{f ::3VNYELY8tf11eCJK1:�. Dead Load 10.400 k L'.iGY.'rl!< "«.,-EYC'.N.fNs. a't./Mi.:a4±dka.1Y31wsodGtwT:L.N Footing Dimension :Tt;43vA:tYAiA tG'C1C:.iIT( 3.500 ft Live Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 2 # 4's 2 # 5's 1 # 6's Bar Size 4 Seismic Zone 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf 2,000.0 psi F y 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing � tAr'4'at,--r.til.-^.r4<Y_+Y:Yat'nh'rNaYt=t IhMG�;n:L.gat.:xw33Pk�},a3FiYYi+W't»A',`.±'.viWA .•• vA1Ntt. ..:..:SwTiW.JW.[YN'Svs.Nn:Jd='.LS.CiYY&Yti3i:r.e:udsl�?2:+V.!:fri 8i6'!6".NipneA..:Y3g:�n143'QYi3lifilrtKii". .. x"6Ap.4d: Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.113 in2 200/Fy 0.0050 Total As Req'd 0.397 in2 As Req'd by Analysis 0.0008 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd. 0.0014% Footing OK 3.50ft square x 10.Oin thick with 3- #4 bars. Max Static Sal Pressure 969.81 psf Vu: Actual One -Way 14.32 psi Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 969.81 psf Vu: Actual Two -Way 36.61 psi Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way 152.05 psi Aftemate Rebar Selections... Mu :Actual 1.36 k -ft 2 # 4's 2 # 5's 1 # 6's Mn' Phi : Capacity 3.38 k -ft 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title: 728 A Plumas Street Dsgnr: Yuba City, Ca 95991 Description Ph. (530) 674-1681 0.000 k Fax (530) 671.5257 Scope: LNev. 51000' b '% Y,W060429. Ver 5.1.2, 13Jun.1999, Win32 Square Pouting (c) 198399 ENERCALC Design %'s"P':C•197,CT,'.•R:B!flTB'3+X551±7Gg8�ia,*:1>�'„iiT:Tr»i?.a7_t�.4�:Eh97wO1aJR^",'..-G�an�i'rk7:alb'4F7a'YCdr^7dF3idS'-'°.£k'0Ft'@i�.'LYeAYS^3'vTCiT+S�T7r�.'V.'DiSa Description T-9” SQUARE FOOTING Job # '2 Date: 2:55PM, 8 MAY 02 Page 1 General Information 15.76 psi calculations are designed to ACI 318-95 and 1997 UBC Requirements a u\c; at+am4rs. wra :.xtH.YvnK.lnca..tir.,r<.yansa.+rsaPs*•w:'ra•.vrmewY.s::s±»riY�:1�» ..Cu'vna .1�Y3�mGi9'+tfas Dead Load 11.400 k ev::.oa.:a�.. Footing Dimension - •, t`.wvv Nt3£' ' ,•+art!SruNBeCtuA2ivm:Anrv:.'s 3.750 ft Live Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 46,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing troa',:rot:yliUS9W.l4Y!'i�.+.G5a. tY:NteC!Y:K"A^vdk4'NE]u:ItSiII �.:-� F Rebar Requirement �IHP�i�WY35,Et54�ti85xv"11K:.2r[�:y�'4CkL01L :°aY-33mGR!S�u^�'1WLV`df!%4YL"-0!3• L'11U.%.Te' JJ'fO.V•fVLViJh9.<Chi:318' .`iC:S[TbGis La[r Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.113 in2 200/Fy 0.0050 Total As Req'd 0.425 in2 As Req'd by Analysis 0.0010 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% -:s:-.�::=m � Summary 15.76 psi Vn'Phi : Allow One -Way 76.03 psi Vu: Actual Two -Way 41.10 psi 3.75ft square x I O.Oin thick. with 3- #4 bars Max. Static Sal Pressure 931.50 psf Allow Static Sal Pressure 1,000,00 psf Max Short Term Soil Pressure, 931.50 psf Allow Short Term Sal Pressure 1,000.00 psf Mu :Actual 1.55 k -ft Mn • Phi: Capacity 3.16 k -ft Footing OK I Vu: Actual One -Way 15.76 psi Vn'Phi : Allow One -Way 76.03 psi Vu: Actual Two -Way 41.10 psi Vn•Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... 3 # 4's 2 # 5's 1 # 6's 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title : 728 A Plumas Street Dsgnr: Yuba City, Ca 95991' Description: Ph. (530) 674-1681 Scope: Fax (530) 671.5257 Rev: 510002 User: Y3.99 0429. Ver 5.1.2, 13 -Jun -1999. WIn32 Squar COY Footing Design Us r: KW -0 0429.ENERQIC "Y �r^.gr�S^EyN!!SP r'x.�•J.":fY�!C�v�£m;�,a'$.:.ir:u=}w ZTStYZY'F:itis"�.12'f�•:i4'4Ti'.u'YFIdRi;Nt&I$f.'u4!."fi7x'Gn.+....�{i�+SL�'•iV70�T11�s'+'P.:�1S.:wY,i Description 4'-0" SQUARE FOOTING Job # 2 % 1 Date: 2:55PM, 8 MAY 02 Page 1 General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements wrT lr.,^.w;,:.+k.vUu:zV.e. �avda hmxE�,rrnu!� 'k:¢C'we3;Hu:• Dead Load y,L4.. sixd,.c•.rmatmJesa+rxt womYu�S'J .. - m,seam.¢.u. 13.600 k Footing Dimension -�tYK+va; - .�;Iyrivx.Y.:ylc,• .. uGeif.atic.'.T..mv.Wbavhl"z:v 4.000 ft Live Load 0.000 k Thickness 10.00 in Short Tenn Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing r.,wnw:.atwva�nsv. •. x��s:rotes,��rcarcmy»w�ssvmax=aaw�vi+es: uare., w:�;�aauwi t;,vuiuiyn_.. a,.i . .,. ;. :euu' l Rebar Requirement w.wtiiisure e:.oi. ... a�va:di.s : •- Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.126 int 200/Fy - 0.0050 Total As Req'd 0.503 in2 As Req'd by Analysis 0.0012 in2 Min Allow % Reinf 0.0014 Min. Reinf%to Req'd 0.0016% 4.00ft square x.10.0in thick with 3- #4 bars Max Static Sal Pressure 970.83 psf Allow Static Sal Pressure 1,000.00-psf Max Short Term Soil Pressure 970.83 psf Allow Short Term Soil Pressure 1,000.00 psf Mu :Actual 1.89 k -ft Mn' Phi: Capacity 2.97 k -ft Vu: Actual One -Way Vn"Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 3 # 4's 2 # 5's 1 #Ts 1 #8's Footing OK 18.53 psi 76.03 psi 49.45 psi 152.05 psi 2 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design Title: 728 A Plumas Street Dsgnr: Live Load Description Yuba City, Ca 95991 10.00 in Ph. (530) 674-1681 Scope: Fax (530)671-5257 4 Rev 510002 - User: K.W.060429• Ver 5.2.2, 13 -Jun -J."9, WH32 6. r�, lig. n Square Footing Design (c) 1903.99 ENERCALC —C'"-v'7:"rF•'�9,�!..,F?'.i:; 7;ir':T,?is42-^•1Iv';:Lu;6Se'�`.''.+.e^'.u4"-riSF9KiiR:.;RFi�e3��i2xKs`$tu'iPAT�.V..'�T�T«F6`��'1.��:ft�it—c2�7riiA)?Y3Rh"' .i�'rF�.r Description 4'-3" SQUARE FOOTING Job # 12/ Date: 2:55PM, 8 MAY 02 Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements ueao LOaO 10.0ou K Vwtniy Live Load 0.000 k Thickness 10.00 in Shat Term Load 0.000 k # of Bars 4 Bar Size 4 I Seismic Zone 4 Rebar Cover 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing 5. .i1X'V.L.,A.E. "... .r�::W.:w'.0 �.N,Y..�i%\vY..'-,'�wu1:JS]v+`A'd'�'s%.YVsu'M'C+'.H�NkiW"µTa'l:Cvtbt¢Ftti - "4NIL S'%.`::.�o'..±.1.'�•' .• .. '�"IfO(CMSti:diii 45M:t4�.rGtliY✓WY�::6G? a$d+.lS w.4xu"Rx.t3P�i Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.150 in2 200/Fy 0.0050 Total As Req'd 0.637 in2 As Req'd by Analysis ., 0.0014 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0018% 4.25ft square x 10.Oin thick with 4- #4 bars Max. Static Sal Pressure 998.34 psf Allow Static Soil Pressure 1,000.00 psf Footing OK Vu: Actual One -Way 21.21 psi Vn•Phi : Allow One -Way 76.03 psi Max Short Term Sal Pressure 998.34 psf Vu: Actual Two -Way 58.09 psi Allow Short Term Soil Pressure 1,000.00 psf Vn•Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu :Actual 2.24 k -ft 4 # 4's 3 # 5's 2 # 6's -Mn ` Phi: Capacity 3.71 k -ft 2 # 7's 1 # 8's 1 # 9's 1 # 10's MAX. POINT LOAD ON 7YPICAL CONT., EXTERIOR FOOTING CONT. EXT. FOOTIN6 (SEE K AGHED CALGS.. POR ANALYSIS MAX. ALONED POINT LOAD ON CA2" GLR. CANT. FOOT BASED UPON z 1000 Psf -ALOOKAABLE SOIL. BR6 . = 4, 900 I b. cn #4 CONT. - — — TOP d 50T. O r-0" TYR EXTERIOR FTG. SECTION 23/ 25" TOP OF STEM HALL TO BOTTOM OF FT6. MIN. Estrada Engineering and Design Title : Job # 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530) 671-5267 Rev 510002 ^'U €^� user: nvJ-060329. Ver 5.1.2. 13 Jun 1999, 6V{n32 (-3.e'nera f Footing Anaiysis & L,FL.si9ncA (ci 1981.99 ENERCA�c c; ener�alc\sir n ty home n.:. rt::e; c�-x; ,,x,.:..�x•z .,d'w.7,. :. +,: ..ar u,:u�z;.^.;::,:.� :.;�t':x'xccic s�'3.'^> "r:^i3�r.:n :rxzae:sa&- w�ra�.., .�.ts'." w-Dy"i Description EXTERIOR CONTINUOUS FOOTING CAPACITY TO SUPPORT POINT LOAD 24/ Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allowable Sal Bearing 1,000.0 psf mens n ... 4.900 k Short Term Increase 1.000 Width along X -X Abs 1.000 ft Base Pedestal Height 0.000 in Length along Y -Y Abs 6.000 ft Seismic Zone 4 Footing Thickness 14.00 in Overburden Weight 0.00 psf Col Dim. Along X -X Abs 3.50 in Live & Short Term Combined k -ft Col Dim. Along Y -Y Abs 3.50 in fc 2,000.0 psi Creates Rotation about Y -Y Abs Fy 40,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.00 in Applied Vertical Load... Dead Loa 4.900 k ...ecc along X -X Abs 0.000 in Live Load k ...ecc along Y -Y Abs 0.000 in Short Term Load k Creates Rotation about Y -Y Abs Creates Rotation about X -X Abs Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term k -ft k -ft Creates Rotation about Y -Y Abs Creates Rotation about X -X Abs Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k Summary FootingDesign OK 1,00ft k6.00ft Footing, 14.0in Thick, w/ Column Support 3.50 x 3.50in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Sal Pressure 985.8 985.8 psf 1,000.0 Max Mu 4.657 k -ft per ft Required Steel Area 0.190 in2 per ft Allowable 1,000.0 psf "X Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn Phi "Y' Ecc, of Resultant • 0.000 in 0.000 in 1 -Way 17.435 76.026 psi X -X Min. Stability Ratio No Overturning 1.500 :1 2 -Way 8.454 152.053 psi Y -Y Min. Stability Ratio No Overturning Footing Design "'..'1 r va ..�'1e ..c.a w...� +V.+.::: ,r+:: Y.Y•Viw:•+•nay. .0 urrJr?H,..naa.renx.a +c<.w ArM<1...:anu x it ru *.LLA tvis.(s. 3r n ue( Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn' Phi Two -Way Shear 8.45 psi 8.45 psi 5.43 psi 152.05 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 76.03 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 76.03 psi Vu @ Top 17.44 psi 17.44 psi 11.21 psi 76.03 psi Vu @ Bottom 17.44 psi 17.44 psi 11.21 psi 76.03 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi As Read Mu @ Left 0.07k -ft 0.07'k -ft 0.05 k -ft 0.7 psi 0.18 in2 per ft Mu @ Right 0.07 k -ft 0.07 k -ft 4.66 k 0.05 k -ft 0.7 psi 0.18 in2 per ft 2.99 k -ft 42.8 psi 0.19 in2 per ft Mu @ Top Mu @ Bottom 4.66 k -ft. -ft 4.66 k -ft: 4.66 k -ft 2.99 k -ft 42.8 psi 0.19 in2 per ft . Estrada Engineering and Design TitleDsg : Job ft 728 A Plumas Street s9nr: Date: 2:55PM, 8 MAY 02 Description: Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530) 671-5257 .1 ..e2., 1:3- Ju•i1909...rt�r. U^i,ta?a2�r•�a,;r�c:r,:r*^z Ge-neral:�Kcr�e.t aa,Faro_^rsot�i:sns!•g W:, incrn.�,at?.f.�s :s&vt:Design esirn Page 2 rI c'C81G\ -Y811 1lO185 SidfGard CdiC 20pgj�,3 99 ENEkAeIC Description EXTERIOR CONTINUOUS FOOTING CAPACITY TO SUPPORT POINT LOAD Soil Pressure Summary std.- n xw abu. v•fretai.vr vua�rf 'T..i;;:,:,, ::.v.:..r: _+a .�t..r � n ,s.w?w u. Service Load Soil Pressures .i.+ur �taxr. n .0 .,.r�;+u,.da.r..4.t?nznc esr. o-rwaray.,w...d v �+v.i ke t aa. + t rr x c.ruwr � .c^aNrw Left Right Top a r e Bottom DL + LL 985.83 985.83 985.83 985.83 psf DL + LL + ST 985.83 985.83 985.83 985.83 psf Factored Load Soil Pressures ACI Eq. 9-1 1,380.17 1,380.17 1,380.17 1,380.17 psf ACI Eq. 9-2 1,380.17 1,380.17 1,380.17 1,380.17 psf ACI Eq. 9-3 887.25 887.25 887.25 887.25 psf ACI Factors (per ACI, applied intemally to entered loads) 3. •it nr wtn...l .v ..'...... t.WV :fi nit+ ,,:.ti.:...,ir - ' .r ...r:ra,,._il'aC�!`.:�.Sent..:...V::.:tll.ravW:Yt•.Jw:4Niv].vw:xvvnrt}.iW...W'ti::+h?i: ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor �.ax:�Yer?'.t .++r!ii. :.'vu: dv 7..:4: .tea Waa-:ue.::. SvJr ..c._�'Y'J' ..:W:.*.S'1w^tiWkUiik 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST " : 1.100 v N o W N r�i 3 ---------- Ln_____ ____-------------- CENTER LINE TYPICAL 'I`-BEAP1 J WA%� m O� -------- CENTER LINE -TYPICAL _I'_BEAM C) _ _ _—_------------- ell — --- 27 1/2' --MARRIAGE LINE -�----------- ------------ Awm- DASHED LINES ARE THE CENTER LINE OF THE 'I -BEAN' . --- - - - CENTER LINE TYPICAL 'i' -BEAM 'BHA_LF GN 4` --_---CENTER LINE -TYPICAL _I'_BEAM-�-------_---, -----------27 I/2' _ _ __— -----------�___— ---- o -- — MARRIAGE LINE -J ------- ---- ---- f'1_ ------------------ ------ CENTER LINE TYPICAL '1'-BEAI1 J LCL— L F m ----------- CENTER LINE TYPICAL-'I'_BEAM---------___- ZD. W '� Q 22' W �" 3 -nnwr_r l ncATI1N `_° N o 41 N c w HITCH END NOTES -------------------- k) _____I) SEE TYPICAL FOUNDATION LAYOUT SHEET FOR SPECIFIC IW13RHATIOM ABOUT RECOMMENDED FOUNDATION. 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FUR SUPPORT REQUIREMENTS AT THE MARRIAGE LINE, 3) REFER TO SETUP MANUAL FOR SOIL LOADING b PAD SIZE INFORMATION. FUQUA FI13NES INC. pEv. s"ELT E FOUNDATION ha 4z3D 04/15/02 14:35 FAX 1 541 382 3066 YL14LIA �JA HOMES INC. gEND,OREGON DIVISION CSR -423D-30 INGTDN, TEXASCOLUMN SUPPORT REQUIREMENTS -� APPROVAL: MODEL. 4230 ROOF LIVE LOAD: 30 ROOF DEAD LOAD: 10 LENGTH. 48'-0" WIDTH: 38'-6" O m COL. # DOWNWARD LOAD (LBS) COL. # DOWNWARD LOAD (LOS) COL III DOWNWARD LOAD (LOS) 385 1� 4 T3 8 noaslNO wNsraucn0■ 9 385 A SAfEi7--.l. C'o.H11° 2 6161 998 c� 3 1369 10_� —1433 rT1 4 2574 B W 5 4941 6 2011 7 5711 RMINED BY DIVIDING THE SOIL BEARING S. CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL 866,RING CAPACITY 1500 PSF, DOWNWARD LOAD - 3200 LB FOOTING OR PAD SIZE MUST BE DETE 3200 PSF ., o ,13� 0 • FOOTING SIZE = 1500 PSF INSTALL MIN. 4000 RATED PIERS AT 32" O.C. BELOW MARRIAGE UNE WALLS TRANSFER LOADING 0 SEE SETUP MANUAL FOR FOOTING REQUIREMENTS.' SET PIERS 16� ON ENDS. N C l � I I N \+ W #2 #1 c q3 , zD ru i 0� z0 N v oD Mcn #91m lis a m o # q5 #4 4 #7 %_ #10 I m M o �C� f cr) cV N .ti O m COL. # DOWNWARD LOAD (LBS) COL. # DOWNWARD LOAD (LOS) COL III DOWNWARD LOAD (LOS) 385 1� 4 T3 8 noaslNO wNsraucn0■ 9 385 A SAfEi7--.l. C'o.H11° 2 6161 998 c� 3 1369 10_� —1433 rT1 4 2574 B W 5 4941 6 2011 7 5711 RMINED BY DIVIDING THE SOIL BEARING S. CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL 866,RING CAPACITY 1500 PSF, DOWNWARD LOAD - 3200 LB FOOTING OR PAD SIZE MUST BE DETE 3200 PSF ., o ,13� 0 • FOOTING SIZE = 1500 PSF INSTALL MIN. 4000 RATED PIERS AT 32" O.C. BELOW MARRIAGE UNE WALLS TRANSFER LOADING 0 SEE SETUP MANUAL FOR FOOTING REQUIREMENTS.' SET PIERS 16� ON ENDS. ,I NOTES I RESIDENTIAL __,.i ' 4 FO1-5�06-09 � 03-0903 2, a -� - PERMIT NO. IES,ON + 290 TOYON"HILLS, OROALLE COW: SRM CONST DECK I 1 I I -r 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date I Signature CHECKED BY J=OK 0 = Not OK __r - = Not Relabl . =Not ReaE�l MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 2. Soils; Special MH Support Sketch -Date 3. Sewer; Location -Test -Fall -C/O -Concrete 10. 4. Water; Location -Test -Easement Needed (Sketch) Ext.; Steps -Doors -Landings 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete ` 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ %" L "ft./ P LPG �1 7. Well Clearance & Disconnect 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit Date 9. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Light Niche 1. Zoning Requirements -Setbacks -Easements Enclosure; Fencing -Alarms 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date • Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test •6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits" 10. License Decals ' 11. Verifv #'s with Office MISCELLANEOUS Date DECKS OVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Ly I 4. o 'ng Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel cks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Date Card B-1 Date. Card B-1 Date Card B-1 -Date Card B-1 Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. MISCELLANEOUS Date DECKS OVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Ly I 4. o 'ng Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel cks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not - =Not AAppplicable . = Not Ready RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth A.C. Ducts Insulation & Support 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 37. Vent Fan, Exhaust above insulation 5. Stemwalls, Main; Steel-Blockouts-Wrapped 38. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 7. Slab, Steel -Wrapped 40. 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Sills Proper Materials & Anchors 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 42. 15. Access & Ventilation Date 16. Insulation (Single & Duplex) Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle A.C. Ducts Insulation & Support 18. Water Pipe; Test & Anchor -Nail Protection 37. Vent Fan, Exhaust above insulation 19. D.W.V.; Test Fittings & Anchor -Nail Protection 38. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 22. Gas Pipe; Sixe & Anchors 40. 23. Fire Sprinkler; Test Date 57. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date FRAMING (Continued) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 37. Vent Fan, Exhaust above insulation 52. Garage Fire Protection Framing -RC Channel 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 40. Attic Access & Plafform if Furnace in Attic Date 57. Siding -Nailing Veneer Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 62. Insulation -Walls -Ceilings 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Card B-1 Date Card B-1 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 65. Smoke Detector 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 Ezits 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes O NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 41.1 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 3 91 cS1' UZ - �-� -7c 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. T D Q A -A- c)-fL Date 75 Inspecto REV 10/92 �f COUNTY OF BUTTE t �1 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA- (530) 891'=2751 7 County Center Drive • Oroville,=CA • (530) 538-7541 -CORRECTION NOTICE.;,.- .{ OWNER PERMIT,NP. A routine inspection indicates that the following violations of butte county Ordinances exist at the . above address and should be corrected. Please notice this office when correctio`n''off work is completed. I( you have any questions pertaining to this matter, or need additional explanation;= please contact this office immediately. E 'I/1` Date Inspector REV 10/92 �� N'-n'•.•..-..t.�--..,.. �z"-r. �'"'Fi�.... •.-.� ti . `, ,.-ir'1 �•.... .. .. _ .. �:t"..'1. y.. ...;---5:,7�.,tifL � -•- COUNTY OF.,1BUTTE BUILDING DIVISION _ ``N. 'c DEPARTMENT'OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891-2751 1` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE All 6 676 7 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, �plealse contact this office immediately. -K (25(- ( e-'c'Y66- Uu 7Shot" 1l All •41 i^?IE J,} h COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D SION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 541/ _ PIT (Rev.12/,96)'n APPLICATION AND PERMIT (� SEggOggCL N16 ZONING UILDING PERMIT 011tS y DON TELEPHONE SO, FT. OCC. BUILDING VALUATION 2Dy( tRS MAILING ADDRESS yyLTOYON HILLS ROAD OROVILLE, CA 95965 224 C 22912.00 CONTRACTOR'S NAME SRM CONSTRUCTION TELEPHONE 533-2144 CONTRACTORS MAILING ADDRESS 2260 FAIR STREET CHICO, CA 95928 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 2 912.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 54.00 Plan Checking Fee $ 35.10 BUILDING ADDRESS 290 TOYON HILLS ROAD OROVILLE. CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑_ Duplex ❑ Mobilehome EK Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: NEW COVERED DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ao.0A OR LESA OR LESS 20S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect.P 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a AccBLOs . . SO 3.50F" NEW CONST. MuLT,' 0 LET NON-RESID. 97.50 OWER APPARATUs 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCrURES j 20 BAL 0 .50 Ex. Occup. oFuTEi. AEESSID.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensatiopi Insurance carrier and policy number are: Carrier ,-5Tg7-E f -e n 4 Policy Number j7 9,3'7•— (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comi h those provisions. X &a-7 Date `Y '��3 Slgnatur of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 109.10 HAZ. D. FEES IMP FLOOD X CDF PARCFy //1 pD HD s This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fee have been paid By Da PERMIT EXPIRES ON we ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT x-ti#•w•'Q���'�„�"�y.fi'r'1K+„T'�•'�T"_.+F�•It�'� �q•%r� I her . Ntl`��'r`v'..,..�,r�,r�•.I:F yyr[�+tit.-ir+�. n+�wi'la,'.rcy�'�r�"Xtt�+ticw:�y"'�':;71+'y�yi+!'�..� .-. ... 0" r rj-,COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION y. 7 County Center Drive, Oroville, CA_9.5,9,6.S=Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: i �ASSESSOR PARCEL NUMBER U� l U ' 00C) n - / Proposed Building Use: ��l/�J • (.--• Counter Technician: Date: -3-,) `/ -e Items required in order to apply for a permit. All boxes MUST be checked OR a ked NA in order to apply. r �' 1 -Plai plans, 3 or 4 sets, signed�y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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. Energy compliance design,and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans; (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. 4 (D) Floor plans in triplicate. All of these must be sham ed and wet -signed bv the en ineer. Items required for initial plan review. `Lf checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review hi e_ up when required items are received. \\ Date Received By . ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... r ❑; 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner .....................:.............:.. ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) h, ❑ 14. Fees as shown -on the attached Schedule of Fees Due Sheet ....................................... 5. Statement of Intent for Non -heated and A/C Buildings......... ............................. , ..... ' %Sanitation and plot plan approval from the Environmental Health Department in :17:'City of Chico Plumbing permit..................................................:.........:..........: ❑ '18. California Department of forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage' ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number............ :..:.................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured homeeuutility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30.-D.Grant Deed, ❑ M.H. Title/Statement of Facts, q Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: P ' \When issued%Telephone and hold for pickup. I,�have been-ittfmr ed of a above items and'requirements for obtaining a building permit. App ican Dat 1. Index permit application for the above items numbered: t � SG 41,E Plan Check 2. Additional items required Contractor, designer, owner, was advised cf the -above data by 4q phone, 0 mail, � ❑ counter, by Date: Contractor, designer, owner, was advised ofthe above data by El phone, ❑ mail, El counter y Date: Plans reviewed by: D_ ate: Plans approved by: Date:_ Structural reviewed by: % Date: Structural approved by: Date Note transfer by:'- Date: 10 V % Yellow: Building Divisinn E.H. US 0MLY Piot Plan Attachad Roar Plan AttBefte)i 11114 sofa to S.D. &.//a)! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 29:12 ss (r- z Owner L cation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environ 8/S6 *ecialist Date 1 40' 10' 10' 10' 10' .II II II II II II it II II u RIDGE VENT U N I I I 12X6 S.S. DF u PURLIN 7 O.C. Eo Ai?�y/T 4 AN A�� 2' SKYLIGHTS EACH SIDE 25065 � J. RENEWAL. '9 DATE OF �r O�/ v � N WvSS PINCA ®Ivislo L ENGINEERED TRUSS PPR®V® 39'9" SPAN 1 3 iv 24'X 60' NO FLOOR 4" CONCRETE FLOOR THIS SIDE W/FIBER MESH MAC -CO METAL BUILDINGS 40'X W X 12' AG STORAGEISHOP 10' X 10' 10' X 10' 3' X 6'8" DON SPIESS I PAT 2ECH 2 SECTIONAL O.H. SECTIONAL O.H. WALK-IN DOOR DOOR DOOR 282 TOYON HILLS DRIVE 5 OROVILLE CA 86966 Fol 63UMM 15' CO M -M APRON 31Li NOTES wmaic POST SIZE ❑ S 6X6 #1 HEM FIR PRESSURE TREATED POST SIZE B ® 6X6 #2 HEM FIR PRESSURE TREATED POST SIZE ❑0 4X6 HEM FIR PRESSURE TREATED DOOR POST SNOW LOAD 30 PSF WIND LOAD 80 MPH FOOTING SIZE ■e 30" DIA. X3'8" DEPTH FOOTING SIZE ® 25' DIA. X 3'S' DEPTH FOOTING SIZE ❑ 19" DIA. X 3'6" DEPTH FOOTING SIZE E 18" DIA. X 70" DEPTH i 12 COLORED STEEL 3 1 ROOFING & SIDING FRONT ELEVATION BUT'T'E. COUNTY BUILDING DIVISION APPROVED MAC -CO METAL BUILDINGS 40'x6O'xl2' AG STORAGE/SHOP FOR DON SPIESS / PAT ZECH 292 TOYON HILLS DRIVE OROVILLE CA 95966 530-589-6930 a BOTTOM OF 2X6 P.T. SKIRT BOARD IS SET AT LEVEL GRADE. 1x4 P.T. STARTER BOARD FOR WALL STEEL 2% GRADE 5' \ ALL AROUND THE BUILDING — r_�11—iU�" _w m-m=u P.T. POST ROUGH SAWN 4" CONCRETE SLAB FLOOR a III=III=III=III= =III=III=III= III=III=III= —III=III= III I�IIII= III= :v 7-1 . o1 18" ®26° 19" B NY 30 2!-� BUTTE COUNTY BUILDING DIVISION APPROVED Page 3 of %8 GRANULAR LEVELING COURSE USE MIN. 20-20d NAILS IN POST TO CONCRETE USE MIN. 2500 P.S.I. CONCRETE FOOTING DE AIL ARcy�A v 6�IAN$1, -25065 m r 2• •0 RENEWAL '9 DATE Q� SOF Cpl\F® Page y of ( S 6-16d NAILS 3/4" CARRIAGE BOLT MANUFACTURED TRUSS OUTSIDE OF POST - ENGINEERED BY MANUFACTURER TIGHT FIT ° ° 2 3/4" CARRIAGE BOLT 2X6 CORBEL W/ 13-16d NAILS GABLE END TRUSS HEEL CONNECTION 6-16d NAILS EACH SIDE OF POST ��S 0 ARO,y�� v RiA/v,���F� -25065 r' ° 3/4" BOLT RENEWAL O DATE Q. OF C AL�FO MANUFACTURED TRUSS EACH SIDE OF PO�>T- ° ENGINEERED BY MANUFACTURER 0 TIGHT FIT BU.OUNTY ° 3/4" BOLT BUILD DIV1S'O ° 2X6 CORBEL W/ 9-16d NAILS EACH SIDE OF POST APPROVED TRUSS HEEL CONNECTION SIMPSON LU -26 HANGERS—TYP. EACH END o WIC -T li MANUF. TRUSSES ENGINEERED BY MANUFACTURER 2X6 CONT. BILK. NAIL W/ 16d 1' O/C PURLIN DETAIL 2X6 S.S. DFL PURLIN 2'0/C 2X12 DOOR HEADER NAILED W/ 3-16d EACH END (TOENAILED) 16d NAIL @ 12" 0/C K6 HEADER P.T. POST DOOR HEAD DETAIL Page of vw '."' 25065 rt RENEWAL A DATE O BUTTE COUNTY BUILDING DIVISION -APPROVED I MAC -CO METAL BUILDINGS _6183 Meister Way ANDERSON, CA 96007 (530) 365.1403 DESIGN CRITERIA (PER UBC. 1997) ROOFLOADS D.L. = 2.5 PSF L.L. = 3 PSF T.L. PSF WIND LOAD PER U.B.C. DESIGN WIND SPEED = -75 MPH EXPOSURE 3 0 P = Ce Cq Qs I Ce = , �? Cq Qs= 14. SOILS ASSUME I "7 c" PSF MATERIAL BASE VALUES JOB NAME `SP+e ss SIZE 40 r oit i SHEET NO. OF 18 CALCULATED BY A4 DATE CHECKED BY DATE BUTTE COUNTY BUILDING DIVISION APPROVED - z ° FT. I ) •' PSF #2 DFL = Fb 875 PSI SINGLE #1 DFL '= Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE PRESSURE TREATED POST ( LAMINATED) = Fb = #2 HEM FIR 850 PSI E = 1,300,000 PSI PRESSURE TREATED POST ( SOLID SAWN) = Fb = #1 HEM FIR 950 PSI E =1,300,000 PSI PRESSURE TREATED POST ( SOLID SAWN) = Fb = #2 HEM FIR 525 PSI E =1,100,000 PSI LOAD DURATION WIND 1.6 (Fb ONLY) SNOW = +, 1S 0 Zu c- 21- RE E L -REtdEWAL "9J, DATE � CF C AL\Fo MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME 5 Q' E s s SIZE SHEET NO. OF 'S CALCULATED BY 44 DATE CHECKED BY DATE GIRT ANALYSIS ' BAY WIND LOAD PSF LOADING PER FT. _ ( i ►, -7 ) ( i. o ) = 2.73, 4 PLF ALLOWABLE BENDING ( 14-5-o ) ( 1,3 1.15) (1.6) = 3SPP PSI Mom 2 ( 12 ) T 8 = Sos4 4 # SReq'd = ( Sosg,4 ) – 3`►a'8 = 1.27 IN3,, S = 2X6 FLAT = 2.06 IN3 o� S = 2X6 EDGE= 7.56 IN 3 — > USE 2X6 sS DFL 2'-0" ON CENTERS D AF?! 2 yi 10 . RIAAl e Acn ASS EAVE HEIGHT`� 25®f5 LOAD / F. ( ) ( ) = PLF w Z• •c•�S Mom = ( ) ( ) 2 ( ) _ $ = RENEWAL SReq'd ( - = IN 3 FOF CA1.�i 2X6 USE S=7.56 + 2.06=9.62 IN 2 FT. WALL SECTION LOADING — > X HAS OTHER GIRTS 6 FLAT = X 2.06 = IN3 TOTAL = I N 3 > IN 3 -� USE 2X6 T -GIRT AT W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C NAILS IN WITHDRAWAL ) _ 2 16d NAIL ( 40 ) ( 1.33) = 53.2 X = MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530)365.1403 PURLIN DESIGN 30 # SNOW LOAD LOAD = ( 32.5 ) ( z. o Fb 1.3) (1.15)( 12 ) T8- 14040 S Req'd = 1 A -o 4-n _ USE 2 Y'- ss DFL -"OIC END RAFTER DESIGN USC Trt-u tf SPAN Mom=( ) ( ) S Req'd =- 2 - LOADING 2 LOADING PSF SPACING JOB NAME SP t sS SIZE SHEET NO. 8 OF ( S CALCULATED BY A4 DATE "- 11- 03 CHECKED BY DATE BAY _ PLF 24" Z z 10 " ON CENTERS PSI = 5.�3 S = 2X6 EDGE =1.56 IN. 3; IN 3 ( )]= IN3 3 S = IN. USE # DFL 0 AR3 POST DESIGN ®ii>sw SOLID POST Fb = #1 HF = ( 950 ) ( 1.6) = 1520 PSI C -250E SOLID POST Fb = #2 HF = ( 525 ) ( 1.6) = 840 PSI Z e l LAMINATED Fb = 2X6 #2 HF = ( 850 ) ( 1.3) ( 1.15 ) ( 1.6 ) = 2033 PSI RENEWAL LAMINATED Fb = 2X8 #2 HF = ( 850 ) ( 1.2) ( 1.15 ) ( 1.6 ) = 1876 PSI � DATE WIND PRESSURE PSF ®F CAV /2-/0.j BAY, is o EAVE HEIGHT W = ( I C► PLF M=( i'W,$ ) ( 12_ )Z (12)+8= 303" # S Req'd = 3 ° 3y L + 840 = IN 3 FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN FOR SOLID POST USE—&V& # 2- HEM FIR ( ROUGH SAWN) -S= 30.0 IN 3 :•p�- 0 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530)365.1403 JOB NAME 5'0' E S % SIZE 40 'x `� v i SHEET NO. `D OF IS CALCULATED BY DATE 11-2`3 CHECKED BY DATE PURLIN DESIGN # SNOW LOAD BAY ON CENTERS LOAD = ( ) ( ) = PLF Fb=( )(1.3) (1.15)( ) = PSI Mom=1 II I'l Q ) +8= S Req'd = + = IN 3 S = 2X6 EDGE = 7.56 IN. 3 USE DFL OIC END RAFTER DESIGN SPAN LOADING PSF SPACING lkm-( II II I' 1 Q ).8- Y SReq'd= + [ ( ) ( ) ( )]= —IN. S = = IN. USE # DFL AR Oh/ A POST DESIGN RIA/yM�AO�A SOLID POST Fb = #1 HF = ( 950 ) ( 1.6) = 1520 PSI SOLID POST Fb.= #2 HF = ( 525 ) ( 1.6) = 840 PSI 5065 * LAMINATED Fb = 2X6#2 HF = ( 850 ) ( 1.3) ( 1.15 ) ( 1.6 ) = 2033 PSI 2-2s' LAMINATED Fb = 2X8 #2 HF = ( 850 ) ( 1.2) ( 1.15 ) ( 1.6 ) = 1876 RENEWAL PSI -1 DATE e� WIND PRESSURE )J.-7 PSF FOF CA1-SFO 1z'` " BAY' '2p.. EAVE HEIGHT l4p 4 W = ( i/.� ) ( i2 ) = PLF M = ( 14-0,+ ) ( / 5- ) _ ( 12) + 8 - +-74-S-2- ,# A4 A x c,_ - ... j •-lff l 4 N 7 I s ' S Req'd = +1 4S?_ + �52a = 3 ►.Z IN 3 FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN FOR SOLID POST USE 6 y ` # I HEM FIR ( ROUGH SAWN) - S= 3 �' IN 3 :.-- J MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365.1403 POST TO TRUSS CONNECTION JOB NAME S P i 6 s S SIZE SHEET NO. OF I t3 CALCULATED BY AA DATE CHECKED BY DATE DESIGN FOR 40'0' SPAN, 12.1o" BAYS, 3° # SNOW LOAD VALUE FOR 3/4" BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = ( 1130) ( 1.15) = 1299# PARALLEL TO GRAIN = ( 2190) ( 1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122) ( 1.15 ) = 140# LOAD = ( ¢D FA ) ( IZ ) ( 32.9 ') = '7 too CONNECTORS 3/4" BOLT(S) AT TRUSS = zaq # 3/4" BOLT(S) AT BLOCK = ZS' Y # 31) 16d NAILS = 42''" # # AJ/VV�ti� 4dJ -25065 ` 2.28.E �9 RENEWAL Q - DATE OF C A% 8 0 �'► USE & NAILS IN TRUSS HEEL AND I NAILS IN BLOCK ON EACH SIDE OF POST ( 1.+e, ) ( 2 - TYPICAL TYPICAL END TRUSS CONNECTION LOAD = P ( +o ) ( ►Z ) ( T. 3500 z TOTAL 16d NAILS REQUIRED = + 140 = �,.. = NAILS USE 4 NAILS AT RAFTER TO POST = ) ( 140 ) ( M1')' = 840 # 0 T)Z. j ss 12 88 USE �— 3/4" CAmio," BOLT AT BL --,L= ( 2 ) ( 6+4 ) ( 1 ) _ # USE 13 NAILS IN BLOCK = ( 3 ) ( 40 ) ( 1 1 gZo .,TOTAL 3 q 44 # ENDWALL RAFTER 8 ALTERNATE END RAFTER CONNECTION LOAD =P( )( )( ;.)_ # 2 TOTAL 16d NAILS REQUIRED = + 440 = = NAILS ;K. USE NAILS AT RAFTER TO POST = (y ,) ( ) ( ) _ # USE NAILS IN BLOCK # TOTAL # MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME S P I Es s SIZE 4-o'v 4ok ► i SHEET NO. l 1 OF 8 CALCULATED BY A-4 DATE ►►►-�3 CHECKED BY DATE FOOTING DESIGN M BAY, 4t'0" SPAN, EXPOSURE 3 MPH WIND SPEED, 3O # SNOW LOAD ISMO PSF SOIL, 1/2" MOVEMENT ALLOWED, GO S T�a'^'k' CONDITIONS LOAD DURATION WIND 1.33 1 FOR BEARING ROOF LOAD=( 'w 7800 -2 WALL LOAD (2.5) = 3 e o # TOTAL 8) 1.0 # ASSUME 3 1 6.. DEPTH � ALLOW BEARING ( ► > o- 1.0) (.20) + 15-00 PIER AREA REQ'D = ( 11 w Z2ao PIER DIAMETER REQ'D = 3,L3 .785 ) = 3, v3 2, K ARc�i # RIAIv�i, * v ?-.25065 RENEWAL DE� �F CAV 2 2S O PSF SQ. FT. Z'- DIA. X 3 �(. DEPTH CHECK FOR WIND P PSF M=( ►►� ) ( �Z ) ( 'L )2 + 8= w S=(2) ( iso ) (1.33); 311 PSF _ 3 DEPTH REQUIRED = _(4-25) ( Z57-7 ) = Z' -S-1- USE FOR 13Ea2?'j6- DIAMETER X 3 �� DEPTH ..oma *i MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME S Pi Es s SIZE +0"' SHEET NO. t Z— OF 18 CALCULATED BY DATE 1 1.21- u3 CHECKED BY DATE FOOTING DESIGN i © BAY, 4�1°y SPAN, EXPOSURE 3 '71' MPH WIND SPEED, 3 ° # SNOW LOAD PSF SOIL, 1/2" MOVEMENT ALLOWED, Go N s,�A.""r' ✓ CONDITIONS LOAD DURATION WIND 1.33 1 FOR BEARING ROOF LOAD = ( 40 32.5 ) = 3100 # � �0 ARC) 2 z v p,BIA/V,� WALL LOAD = ( t 0 ) ( t L ) (2.5) = 300 # � TOTAL 4200 # * �-2-5�0�6.6 RENEWAL ASSUME 31� DEPTHDATE A�OF CAL�F� ALLOW BEARING ( i s Do ) ( 3, - � 1.0) (.20) + "O° = Z ITO PSF PIER AREA REQ'D = ( 4200 ) = 1,81 SQ. FT. 2 - PIER PIER DIAMETER REQ'D = 785 CHECK FOR WIND 1'54 = "' DIA. X 3 I` DEPTH P=( ,v? )( 1,2 )( 14.i ) ( 1.0 ) M=( i t,'► ) ( 10 ) (' 15 )2 _ 8= 329 1 `# S=(2) ( ISO ) (1.33) = 351 PSF • - 3 DEPTH REQUIRED = ( 4.25) ( 37.1 USE FOR 3E-k(e)N6.- ' q'1 DIAMETER X PSF 2.>f4 21/0' DEPTH .1 • ow - 11.1 w. MAC -CO METAL BUILDINGS JOB NAME S PI e s5 SIZE 4ouc,oic �z' 6183 Meister Way I ANDERSON, CA 96007 SHEET NO. 3 OF _ (�30) 365-1403 CALCULATED BY DATE /�• t ► _.0 3 CHECKED BY DATE _ ,Q .!I/�/�,(s1GN> n/6�-CovS�•e9ic.Gs'D CALCULATE FOOTING SIZES FOR `f° 'SPAN NON -CONSTRAINED CONDITIONS I500 # SOIL, WIND LOAD �5' MPH, LDF = 1.33, ALLOW 1/2" MOVEMENT FOR BEARING AREA I z'O" - BAY, I z''" EAVE, SNOW LOAD 3 ° PSF ROOF LOAD = ( 40 , ) ( I y ) ( 3 z. S ) = 7800 2 WALL LOAD = ( li ) ( IZ ) ( 2.5 TOTAL g ► `O ASSUME 3.�1, DEPTH ALLOWABLE BEARING = ( r s+p ) ( 3 • i PIER AREA REQ'D = ( 8110 ) - 2z Sb -1.0)(.20)+ rzoo 3.1.3 SQ. FT. = iisu PSF s PIER DIAMETER REQ'D- 31.3 SQ. FT. = 2 '� = 2(* " DIA. X DEPTH .785 FOR WIND LOAD. EXPOSURE P=( ,0 )( Ili— )( +.11 )( S=( 2 )( iia )( 1.33 )= 3tij V9 5/8 12- PSF /053 # 25Z-7 '-# *'�7 C-25065 A RENEWAL DATE �0 CA�.� DEPTH = d2 = ( 3.5' )( IL,S3 ) q [ ( , 6,-7 )( z� i, )( 3 5 9 )( z.s )Ld '/2 DEPTH =d2=( 3.7 )[1+(1+ 1-0- d)Y2I d= 3r8.. USE FOR "1"", 30 " DIA. X 3 9 " DEPTH .5p IcsS 40X(,oX I i4 c- Is F%we AA 12' z 12' Wall Diaphragm with DFIR Flt Girls O N r 2x6 DFIR EAVE GIRT W/ 2-20d EA END (TYP) r> I I 1 L... >t ca D RC y RI N �� TFC C 25065 2. .0 RENEWAL DATE OF C AL�FC 2x6 DFIR GIRTS W/ 2-20d EA END (TYP) N N 29 ga. 0.0150" GRADE E STEEL FASTENED W/ 1 1/2" CAD PLATED # 10 SCREWS ® 9" O.C. (TYP) r N N fj n Ij " N d � n Iljlrl IC II 2x10 P.T. HEIR � p SKIRT BOARD W/ 4-20d q EA END (TYP) n ROUGH SAWN 6x6 COLUMN (TYP) 12'-0" v� >t ca D RC y RI N �� TFC C 25065 2. .0 RENEWAL DATE OF C AL�FC Wall Diaphragm tritlt MSR 43PF Fl:tt rims .vi/h T��,, .r•. r.•, c ..... w I1\ 2X6 MSR 1 650 EAVE �ti�O GIRT W 2— 20d EA END (lYP T EL L O Q �W a4 2x6MSR 1 650 `� w G1RTS W 2-20d J. O EA END D (TYP) �'��� O� 3i � � ' #1 0 t /2" CAD PLATED CREws ® 0» (TYP) INTERIOR O.C. 29 9". 0.0150.. CRADE E SEEL FASTENED i• n• t n i W/ /2» ®AO LATE # 1 0 SCREWS -P'' 9D II I� I I • ' ' o.c. (T'P) to to II I• d• 3-1 1/2- CAD PLATED i #10 SCR II �' i of e ® PANEL REA do SKIRT BOARD (TMp I II I 2x SOI P.T. HFIR II ,i• " RT BOARD I� �• u n ' 3—t 1/2" CAD PLAT ytp SCR ED EWS W/ 4-20d I ' EA END I " II I It a I Uf, � ® PANEL EA PURLI SKIRT (TYP) „ M II II I BOARD (TYP) 16 ,• '' '� ' '' r u of to ROUGH SAWN 6x9 COLUMN (TMp) 70, 1 2'-0 "" Wall Diaphragm tritlt MSR 43PF Fl:tt rims .vi/h T��,, .r•. r.•, c ..... 4 J, r 1.1 Ultimate Load Test Values � b LO w Q Q < � w;::( U a oda `; cc 0 i P The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 3 Table 4: Ultimate Load Test Values for End Wall Diaphragms 4 01/21/04 -WED 13:16 FAX 8303655903 SYSTEKS PLUS -►►. ROBERTSON ENG 9 001 Jeb 04010112 Mark Rl Quaa Type Span p1-81 Left OR Right ON 1 10 8.6 390900 3.2 2- 0- 0 2- 0- 0 Engineering 04010112 MAC -CO TL NO 1-11 ,b►p A11-1 roll T 5-11-9 W w Qv;&,4- 8x14= BxSL w:3�08 21x 8 39-9-0 ALL PLATES AM ROSBINS20 SMIS: 0.161"= 1, 6x1211 Robbins 6x12 bxfr HNO 9x6 6x12 7-11 3.2 r-- bx6�8i X -- Version 15.0.009 L 82 Sx6; J RUN DATES M 2x4 12281 2x V/ NOTES I N 4x1211 WEBB 8x14= 1. TRUBSE8 MANUFACTURED BY - C91 SIZE Bx14= FB I -H m 1236 C R G s R D ycg 2X 8 sx6- 6xS= 12x14= 6x8- 5x6-_ wECw M1308 C G -K - SPL 2..ANALYSXB CONFORMS TO Ri4532 39-9-0 ALL PLATES AM ROSBINS20 SMIS: 0.161"= 1, LATERAL SRACINGI TOP CHORD - 22 IN. OC BTM CHORD - 120 IN. OC TRU88 SPACING - 72.0 IN. STANDARD LOADING LUMBER STRESS INCREASES 15.0% PLATE.STRES8 INCRRABEt 15.09 LOADING LIVE DEAD (P8F) TOP CUD 30.0 5.0 BTN CHO 0.0 3.0 TOTAL 30.0 8.0 38.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBO IN -8X LBS IN -8X A 4832 4-13 C 4532 4-13 LOAD CASE 41 UBC LL CHECK LUMBER STRESS INCAEUE1 15.001 PLATE STRESS INCRZA993 15.04 LOADING LIVE DEAD (POP) TOP CHO 0.0 5.0 BTM CHID 10.0 3.0 TOTAL 10.0 9.0 16.0 SUPPORT CRITERIA JT BRACT WIDTH JT REACT WIDTH LBO IN -OX LBO XN-SX A 2146 3- 8 C 2146 3- 8 .. LEFT RIM HEEL OIN - 38X Olm - 3OX PLATING CONFORMS TO DEC (ICSO) APPROVAL #4994 NAIL VALUE FOR GREEN D.F.L. PLATES - 20 OAUGE ROBBINS GRIPPING 447-185 PSI PER PAIR INCLUDES 15.001 INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784. 506 PLI PER PAIR JT TYPE PLATE SIZE Y Y A *2 -PLATES ON EACH SIDE* 01 2041 8.00 X14.00 19.2 7.2 02 2042 8.00 114.00 5.2 3.5 B 3001R 6.00 X12.00 CTR CTA C •3 -PLATES ON EACH BIDE* 01 2041 S.OD X14.00 19.2 7.2 02 2042 8.00 X14.00 5.2 3.5 03 2500 4.00 112.00 4.2 11.6 D 1010 5.00 X 6.00 CTR CTR E 1010 6.00 x 8.00 CTR CTR F 1170 12.00 X14.00 CTR 7.2 G 1010 6.00 X 6.00 CTR CTR H 1010 5.00 X6.00 CTR CTR I 1001 2.00 E 4.00 CTR CTR J 1010 5.00 X 6.00 CTR CTR K 1010 5.00 X 6.00 CTR CTR L 1010 5.00 X 6.00 CTR CTR M 1010 5.00 X 6.00 CTR CTR N 1001 2.00 X 4.00 CTR CTR 81 1100 6.00 X12.00 CPA 0.6 82 1100 6.00 X12.00 CTR 0.6 S. TRUSS IN DESIGNED FOR NO CEILING LOAD. 6. PR3YEHT TRUSS ROTATION AT ALL BEARING LOCATIONS. JAN 2 1 2003 .ICATOR NOTES - ENGINEERING IS VOID UNLESS TRUSS I8 FABRICATED BYt SYSTEKS PLUS LUMBER CO. D ARCyi RIAN �i�FC� * Uj -250635 1- J. RENEWAL ©ATE Q� Op C Aleeo JUN A M MEMBER FORCES (LBS) yR TOP CHORDS R - PLATE 18 ROTATED By 90 DEG ����� CO t r CIVI Q`�\P A -Z - 14624 C I -J - 13791 C V J-91 - 11283 C S -L - 13383 C ��'�®'�V ^ D'�%� �jrA R -H - 6796 C 8-L - 8796 C V L-82 ■ 11283 C 82-M - 11283 C M -N o 13791 C N -C ■14624 C .. - --.8mmmM creU�pAPPROVED- 0-7 - 10421 T F -E - 10411 T RobtAne Fxonwirg, InaANAno Pkmw 0 1998.2003 Varian 1&0.009 Er WmAng . Pomh 12110417:16:44 PMA Pepe 1 Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 430.5 LBS Online Plus -- Version 15.0.009 XWORR FORCES (LBB) RUN DATES 1-21-04 B -D - 12281 T D -C - 14130 T NOTES WEBB 1. TRUBSE8 MANUFACTURED BY - C91 SIZE LUMBER FB I -H m 1236 C H -T - 1491 T SYSTEMS PLUS ANDERSON,CA. TOP 0.85 2X 8 DFL -SN 1800 J -G 1921 C G -K - 1522 T 2..ANALYSXB CONFORMS TO STM 0.99 2X S DPL -88 1800 K -F 2592 C F -B o 3583 T TPI (ANSI/TPI 1-1995). NEN 0.67 2X 4 DFL -STAN 575 F -L ■ 2592 C L -E - 1522 T 3. DESIGN INCLUDES CHECK FOR NDWA 2X 8 DFL -SN E -M 1921 C M -D - 1491 T 10 POP NON -CONCURRENT NOGOIC 2X 8 DFL -BS D -N ■ 1236 C LIVE LOAD ON BOTTOM CHORD. EXCEPTIONS: X -F 2X 6 DPL -99 1950 DL+LL DEPL - 1.14- AT F -- -- F-L BANE AS X -F LL DEFL o 0.90" < BRG-9PAN/240 F -B 2X 4 DHL -81B 1600 DL+LL HORZ - 0.29° AT C SPAN/DEFL (DL+LL) - 419 LATERAL SRACINGI TOP CHORD - 22 IN. OC BTM CHORD - 120 IN. OC TRU88 SPACING - 72.0 IN. STANDARD LOADING LUMBER STRESS INCREASES 15.0% PLATE.STRES8 INCRRABEt 15.09 LOADING LIVE DEAD (P8F) TOP CUD 30.0 5.0 BTN CHO 0.0 3.0 TOTAL 30.0 8.0 38.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBO IN -8X LBS IN -8X A 4832 4-13 C 4532 4-13 LOAD CASE 41 UBC LL CHECK LUMBER STRESS INCAEUE1 15.001 PLATE STRESS INCRZA993 15.04 LOADING LIVE DEAD (POP) TOP CHO 0.0 5.0 BTM CHID 10.0 3.0 TOTAL 10.0 9.0 16.0 SUPPORT CRITERIA JT BRACT WIDTH JT REACT WIDTH LBO IN -OX LBO XN-SX A 2146 3- 8 C 2146 3- 8 .. LEFT RIM HEEL OIN - 38X Olm - 3OX PLATING CONFORMS TO DEC (ICSO) APPROVAL #4994 NAIL VALUE FOR GREEN D.F.L. PLATES - 20 OAUGE ROBBINS GRIPPING 447-185 PSI PER PAIR INCLUDES 15.001 INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784. 506 PLI PER PAIR JT TYPE PLATE SIZE Y Y A *2 -PLATES ON EACH SIDE* 01 2041 8.00 X14.00 19.2 7.2 02 2042 8.00 114.00 5.2 3.5 B 3001R 6.00 X12.00 CTR CTA C •3 -PLATES ON EACH BIDE* 01 2041 S.OD X14.00 19.2 7.2 02 2042 8.00 X14.00 5.2 3.5 03 2500 4.00 112.00 4.2 11.6 D 1010 5.00 X 6.00 CTR CTR E 1010 6.00 x 8.00 CTR CTR F 1170 12.00 X14.00 CTR 7.2 G 1010 6.00 X 6.00 CTR CTR H 1010 5.00 X6.00 CTR CTR I 1001 2.00 E 4.00 CTR CTR J 1010 5.00 X 6.00 CTR CTR K 1010 5.00 X 6.00 CTR CTR L 1010 5.00 X 6.00 CTR CTR M 1010 5.00 X 6.00 CTR CTR N 1001 2.00 X 4.00 CTR CTR 81 1100 6.00 X12.00 CPA 0.6 82 1100 6.00 X12.00 CTR 0.6 S. TRUSS IN DESIGNED FOR NO CEILING LOAD. 6. PR3YEHT TRUSS ROTATION AT ALL BEARING LOCATIONS. JAN 2 1 2003 .ICATOR NOTES - ENGINEERING IS VOID UNLESS TRUSS I8 FABRICATED BYt SYSTEKS PLUS LUMBER CO. D ARCyi RIAN �i�FC� * Uj -250635 1- J. RENEWAL ©ATE Q� Op C Aleeo JUN A M MEMBER FORCES (LBS) yR TOP CHORDS R - PLATE 18 ROTATED By 90 DEG ����� CO t r CIVI Q`�\P A -Z - 14624 C I -J - 13791 C V J-91 - 11283 C S -L - 13383 C ��'�®'�V ^ D'�%� �jrA R -H - 6796 C 8-L - 8796 C V L-82 ■ 11283 C 82-M - 11283 C M -N o 13791 C N -C ■14624 C .. - --.8mmmM creU�pAPPROVED- 0-7 - 10421 T F -E - 10411 T RobtAne Fxonwirg, InaANAno Pkmw 0 1998.2003 Varian 1&0.009 Er WmAng . Pomh 12110417:16:44 PMA Pepe 1 CDF FIRE SAFE REQUIREMENTS AP# . PEFMT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000. -pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of`'feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10' Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. „ Page 1 of 3 13UITE Coui\9 I Y , 30ILDING DEPARTAAW DD>VL �. AP# PERMIT# NAME u [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. 4 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 3UILDING DEPAPTAALN,.� PPK)OvF AN • PERMIT NAME Other Requirements [ J . If Building Setback is 15 to 30 Feet: - ' Class A or B roof and Enclosed Eaves If Buildina Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no. doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 bu I I L CUt,r��f f 'UILDING A PDDnN/ram: NOTES RESIDENTIAL7071-00-9 02-2 1 SPIESS, DON & BOBBY PERMIT NO. TOYAN HILLS DR., OROVILLE - CONT: SRM CONTRACTING j NEW MH PERM FND NEW SITE Oa THE HCD FORM 433A FOR THIS MH CANNOT BE P,11CORDED UNTIL ONE OF THE FOLLOWING HAS " 3 BEEN TURNED IN TO THE BUILDING DIVISION: r (1) LICENSE PLATE(S) OR DECAL (THE ` r INSPECTOR MUST RETREIVE). 1 (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED ' BY SRA • FLOOD CERTIrICATE REQ. FIRE SPRINKLERS REQ. ECIAL INSPECTION ITEMS VERIFY F1►1 Ae 4a.-ar-+� �i✓1 J' USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i IL OFFICE COPY Address _ 1 GAS Meter By Date ELECTRI Meter By 4 f IZ3--b {t� JOB FINALED/(/D`ate) Sr ,1 Signaft rre J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 10. License Decals 11. Verify #'s with Office Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 7. Well Clearance & Disconnect Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 8. Utility Clearance Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Date Card B-1 Date Card B-1 Date Card B-1 Date ' Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Carports; Windows -Doors 1. Zoning Requirements -Setbacks -Easements Electric 2. Footings; Size -Spacing -Marriage Line Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval Soils; Compaction -Structure Stability 8. Gas and Electricity Tagged 3. 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Elec.; Receptacles and Lighting, Distance-GFI 11. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 Volts-GFI y 6. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) oning Requirements -Setbacks -Easements i Footings; Size -Spacing -Marriage Line 2 - •'� 10. Plumb.; Cir. Test -Water Supply Test Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 11. 6. Water; MH Test 7. Water and Sewer Connected Enclosure; Fencing -Alarms 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability i 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI y 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed !� 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater + 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Plafform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls.over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt: & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing., 86. Vents Above Roof, 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 t Date Card B-1 Date _ .' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891=275.1 r 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE —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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, REV 10/92 I I REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071 - 51 0_00q I ZONING BUILDING PERMIT OWNER M TELEPHONE SQ. FT. OCC. BUILDING VALUATION 2036 R 109,944.00 . OWNERS MAIUNG ADD ESS 292 TOYAN HILTS, DR - OROVILLE, CA 95966 CONTRACTORS NAME _--JMLEPHONqJy SRM CONTRA(MING 566-9480 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit $137,29 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 93 00 BUILDING ADD ESS Ma DR. 00111-1 E Energy Plan Checking Fee $ $ -N -HILLS PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PERM FNn NEW STTF. MUP02-22 Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 Mobile Home I S I G W 920.00 ' PERMIT FEE $ q An ELECTRICAL PERMIT Fling Fee 20.00 600R LESS Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ' in f I force and effect. q `-�� License Class Lic. No. 6 / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 2 TO 46.00 NEW CONST. DWELLING OCCUP. EL OU OR ADONS. ( a ACC. BIDS. SO 3.5QFT; I,GµR6IDT MULTI.OUTLET CUITS 97,50 POWER APPARATUS Ex, OCCU OUTLET OR FIXTURES 2L 9 1:01 Ex. Occup. GF„T,EF°,SARa °.1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $43,00 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 wor for which this permit is issued. My workers' comp sett n insuran carrier an olicy number are: Carrier Policy Number (The above sections need not be c plated i the per it is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatio provisions of section 3700 of the Labor Code, I shall fo ith comply with se rdvisions. //jj Date o Signat a of Applican - O Owner ❑Contractor ❑ Rgent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 488.25 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fee By PERMIT EXPIRES ON the applicable provisions Resolutions to do work a been paid. t 5 D 3 /to 'S (� S IDate Receipt No. �J. WHITE-D.D.S.- . . A • OR PINK -IN ECTOR GOLDENROD -APPLICANT y Y ..,,."x t+�.ry..., sy � � ,i.r' ^-iY J.n e..:'a� .�. .��TM" . r • •'�, l•a.� . , ,.f . .,�.-_..rte �r-...r"^• r.Y .y..... . J COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 4 J , .,.,W, 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: 6i'(n'I'eSFechnician: Date: Items required in order to apply for a permit. ' All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,�y 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. Energy compliance design and supporting documentation in duplicate. Tj 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. r ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ............. ❑ 9. Plot plan and business license approval from the City of Biggs ................. ❑ 10. Letter of intent for non-residential buildings ...................................... ❑ 11. Detached Accessory Building Form filled out by the owner .................. ❑ 12. Hazardous Material Form............................................................ ❑ 13. Other Date Received By ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) +Feesas shown on the attached Schedule of Fees Due Sheet ....................................... ment of Intent for Non -heated and A/C Buildings...............................ation and plot plan approval from the Environmental Health Department in f �/ J/o — 22 -OL of Chico Plumbing permit....................../pai� ............. . .........ornia Department of Forestry plan approval . Sent.by:� j X......... ❑ 19. Planning approval for (A) Use: , P) (B)Parking: (C) P rce Fieck: .—'2J — Ori 0 20. Contact Land Development about ❑ Improvements, ❑ Drainage �............................... rl Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre-Inspectiop for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Exiss1ting violations a or expired permits .................. *................................. -4 CJv %3 (i'ttirant Deed, O?M.H. Title/Statement of Facts, ❑fitter from Legal Owner, LiK heck to H.C.D. $ �. t er: ! _r7t'� _ en issued Telephone �Cot'O" y�/�� : �bI-- r and hol for pickup. I have been informed of the abo4 q1ew d "regime nts for obtaining a building permit. Applican . Date: r 1. Index permit application f ove items numbered: 0i. PI 2. Additional items require` n rac%r, designer, owner, Vised the abo a dat by r�ho e, il, • counter, by ri / _ << ontrac , designer, owne , was advised of the abov data by [IYph r>Ib,7( qD kWI,C��[nter Date: /j Plans reviewed by: Date: / ! o 2_ Plans approved by: Date: / `Structural reviewed by: P Date:i * o2 Structural a proved by: Date? Note transfer by: Date: %.��k 4��G. r,t �b eat "e" 404ro_ Vellnw- Rnilrlino Divicinn 107— a V.0 OZaK.0 r• -e, & e k/z Pe -a-__ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Pian Attached Float Plan Attached Santa B.D. °l0 T'OY6A, b j( -r O'7/-S/U Owner location AP# lsDq. Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Welly' Clearance for dwelling. Other RPG (V'1lti i K Hold final for: Final clearance O.K.- for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE /� OWNER DI's L A.P. # a W -�Sm - Oc� PROPOSED BUILDING USE e ),S f, DATE 4 -IG 6L -� RECEIPT # DATE REC. L. BUILDING PERMIT FEES Balance Due ....................... $ ( ��. /`� / / i_ —11/ Additional Fees Due ................. $ 3 �O + Additional Fees Due ................. $ _T Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES ) . 10 13 (paid at District Office) (Available after Plan Check) i 3. HERIFF FEES (paid at Building Division)���/l esidential ...................... ;$360.00 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK 9.00 paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE �O Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) y. �.��,. -.yry «'n�'°)<---i , .•.r..+ r, �.� ..+. . ,.. ��.. 4s'.,'trN•r'+'- a �w-ia�»..rrf:: �_ ",..�.�.-. ..,�.at. .•.�..,•,,�, �-.:l..F.,..��;'.n..��,. ta"„ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM } (One form per Building) School Districtr• `tet V t k k"� t -' 11`. Building Department No.' A.P. Number `' r 00 / Jurisdiction: city County Property Owner DO Aj Property Location/Address Subdivision Residential Development b bu Soy t .29 0� Commercial/Industrial ' New Building Department Representative Addition Lot No. .............................................................................................................. •^� Sq. Footage OF ,� �✓ Addition/ *Supplemental to (Group R) Conversion Permit # i '(No foundation inspection;::. ...............................................................................................................1: / Sq. Footage (Including Exterior Roofed Areas) Date (Floor Plans reviewed 0 School District Personnel) District Identification No. '030081 (11 lb. U,{(1 School District certifies that 4 (ApplicarLty 90� .. ��- � 597 -MAIL (Street Address) U (Phone Number) i��oUZ1�Q.p, U -T �Sg(aCo (City) (State) (Zip Code) ,• has complied with the requirements of Resolution No. 105-9 by payment of $ representing I V 3 (D square feet. 11AB 2926 $ FULL MITI ATION i ' $ School District Representative Date IL # _ �• (/ j( +r Paid by Check Remarks: (�t.� v Notice: You may protest the imposition of the,fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of.the.fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •. Oroville, California 95965 • Telephone (530) 538-7541 PE nIT No. Rev. 12/96) APPLICATION AND PERMIT �2 `7 ASSESSOR PARCEL NUMBER ZONINO�.�© BUILDING PERMIT OWNER -5/\\J Hahhx L= TE LEPHO E �(�C7 SO. FT. OCC. BUILDING VALUATION OWNER'S NO DRESS ' 2 n TELEPHON COflTMC70R,S— r � I 7 1�1 �l��( 5�fll%E•�G/ I) ---- -- CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING ADDRESS . BUILOING ADDRESS C. LOT NO. I SUBONISION'SNAME Fireplace Total Valuation is LICENSE NO. Filing Fee $ Permit Fee Plan Checking Fee $ Energy Plan Checking Fee $ $ USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other S PEC IFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ i Describe Work: -n- fuj r e r �� P r m;nd neu) *PEP AIT FEE PAlb CSHEFdFF O AMOUNT RECEIVED C+ v *RECgVT Nv"M A�2 � �7y% * TO " !VT INTO CowuTat PERMIT FEE 1 $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S V I W J nV" ---' ; Filing Feed 20.00 23.00 — v 15.00p 15.001 GLS 15. 15 -00S�--' @20.00 ! Fling Feel, 20.00 23.00�^J� 46.001 3.5CsFC.i —.—.. @7.50i Ex. Occup. OUTLET OR FIXTURES I FI%EO APPLNS.OR PERMIT FEE t ELECTRICAL PERMIT Main Service OOOV OR LESESS ( 23.00 200A OR LSOR LESS Main Service 200A TO 200A TO i000A l NEW CONST. DWELLING OCCUR OR ADONS. 6 ACC. BLDSNEW UUM.. NON -RES DT meUi ru0r n�Erc I J nV" ---' ; Filing Feed 20.00 23.00 — v 15.00p 15.001 GLS 15. 15 -00S�--' @20.00 ! Fling Feel, 20.00 23.00�^J� 46.001 3.5CsFC.i —.—.. @7.50i Ex. Occup. OUTLET OR FIXTURES I FI%EO APPLNS.OR BAL Q ,.s0 EX. OCCU OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.001 PERMIT FEE $ I MECHANICAL PERMIT Filing Fee 1 20.00 Cool 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT Al- FEE $_ =Z1I D5ES P FIS O CD CEL This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions t indicated above for which fees have been paid. .. i By ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date 11/06/02 Don Spiess 292 Toyan Hills Dr. Oroville, Ca. 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 071-510-009 Building Permit Number: 02-2878 f Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: a.Approved plot plan from Environmental Health and plot plan submitted to the Building Division to match. A/erify detached garage was built prior to date that building permits were required or apply for a permit. STRUCTURAL COMMENTS: 1 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner Philo Hunt, P.E. Plan Check Engineer 1 of 1 t 4 r. AND WHEN RECORDED MAIL TO: 17 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-0024620 Recorded Official Records Count yy Of BUTTE CANDACE J. BRUBBS Recorder ROSEMARY DICKSON Assistant 01:48PM 14 -May -2002 REC FEE 13.00 CONFORM .00 Alyce Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: V Date , f� _ as 2- PROPERTY O ERS State of California County of $uttE On IUB\ before me, D:�1O)9LCi 6P/E:56 3o66/c '-3p, C6 5 personally appearedIIs JA G. !iYlfXa � R JiC (J, Vflialt personally known to me (or proved to me on the basis of satisfactoryevidence) to be the person(s) whose name(s) mare subscribed to the within instrument and acknowledged to me that kekheAhey executed the same in kisfheWtheir authorized capacity(ies), and that by his4wx/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES y hand and official seal. Signature Seat: SARAH K LAWSON ~ i s =cbt W rsasoo6 3UClIL•IFORNIAD 0 A.P!� # r7 - % L{o ' 2006 3 J(v Order No. 1-177796 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: The East one-half of the North one-half of the Southeast one-quarter of the Northwest one-quarter of Section 30, Township 20 North, Range 6 East, M.D.M.; the East one-half of the Southeast one-quarter of the Southeast one-quarter of the Northwest one-quarter of said Section 30; the East one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the South one-half of the South one-half of the West one-half of -the Northeast one-quarter of the Southwest one-quarter of said Section 30; the North one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the West one-half of the West one-half of the South one-half of the Southeast one-quarter of the Northwest one-quarter. TOGETHER WITH a right of way for road and public utility purposes 60 feet in width lying 30 feet on each side of the following described centerline: COMMENCING at the center of said Section 30; proceed Southerly and parallel to the East section line approximately 1320 feet; thence Westerly and parallel to the South section line a distance of approximately 660 feet to the point of beginning; thence from said point of beginning proceed Northerly and parallel to the East section line a distance of approximately 1980 feet; thence Easterly and Westerly and parallel to the South section line approximately 660 feet to the end of the line. EXCEPTING THEREFROM any portion thereof lying within the above described parcel. AP No. 071-140-051' ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE SECTION 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement Js attached reads as follows: Name of Notary_ SQP—A /Expiration Date: —/9 ti % Z_O d Commission I.D.# 1.3 3 Ec)n 69 Manufacturers I.D.# County 6(1 f`(t State Place of execution of this declaration ( P—Jb) C L t' Pr Dated: _ �,�� Si6ature (Firm namesf ny) RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 17-3ul-2003 2003-0046998 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LIVE FOR RECORDER USE ONLY NOTICE OF -MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DONALD E. SPIESS AND BOBBIE D. SPIESS REAL PROPERTY OWNER&ESSOR 290 TOYON HILLS DR: MAII.ING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAII.ING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 02-1182 530 538-7541 BUnQIN1Q PERMIT NO. TELEPHONE NUMBER iLi6 jZ&5/23/03 df =NATURE OF LOCAL AGEN715FYCLAL DATE NONE DEALER NAME (if not a dealer sale, write 'NONE") DEALER LICENSE NO. FUQUA 2003 LAURELWOOD MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER 187091B/C 56'X 25'8" & 468" X 12'10" ORE441364/5/6 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 071-510-009 HCD FORM 433(A) REV. 8/91 The land referred to herein is described as follows: All that certain real.property situate in the County of Butte, State of California, described as follows:• . The East one-half of the North one-half of the Southeast one-quarter of the Northwest one-quarter of Section 30, Township 20 North, Range 6 East, M.D.M.; the East one-half of the Southeast one-quarter of the Southeast one-quarter of the Northwest -one-quarter of said Section 30; the East one-half of the Northeast one-quarter of the Southwest one -quarter -of said Section 30; the South one-half of the'South one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30• the North one-half of the West one-half of the Northeast one=quarter of. the Southwest one-quarter .of said Section 30; the West one-half of the West one-half of the South one-half of the Southeast one-quarter of the Northwest one-quarter. TOGETHER WITH'a right of way for road and public utility purposes 60 feet in width lying 30 feet on each side of the following described centerline: COMMENCING at the.center of said Section 30; proceed Southerly and parallel to the East section line approximately 1320 feet; thence Westerly and parallel to the South section line a distance of approximately 660 feet to the point of beginning; thence from said point of beginning -proceed Northerly and parallel to the East section line a distance of approximately 1980 feet; thence Easterly and Westerly and parallel to the South section line approximately 660 feet to the end of the line. EXCEPTING THEREFROM any portion thereof lying within the above described parcel. AP No. 071-140-051 Y BUILDING PERMIT NUMBER: 02-2878 Address or location ,of unit: 290 TOYAN HILLS DR., OROVILLE Legal Description of Real Property: SEE ATTACHED (x) _Mobilehome/Manufactured.Home OCommercial Coach Has been affixed to.the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: DONALD E. SPIESS AND BOBBIE D. SPIESS . Owner's address: 290 TOYAN HILLS DR., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: 'ORE441364/5/6 SERIAL NUMBER OR V.I.N.: 18709A/B/C MANUFACTURER'S NAME: FUQUA YEAR: 2003 . i 1 OFFICIAL APPROVING INSTALLATION: DATE: 5/23/03 PHONE: (530) ;538-7541 H.C.D. 513C JUI.14. 1UUJ Q::ZFM SLHLNIIY HUMtS NO.6114 P. 5 �j QQy� H STATE"OF CALIFORNIA _` ; BUSINESS, TRANSPORTATION AND HOUSING AGENCY HOUSING AND COMMUNITY DEVELOPMENT NUMBER: 8. 69,3265 &93265 (POUNDS) ,DEPARTMENT OF ::. •,:. "• DIVISION OF CODES AND STANDARDS 2 13"9B ,..:.. MANUFACTURED HOUSING PROGRAM ' try MANUFACTURER CERTIFICATEOF O � ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUF&TURED HOME 6R MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 3 SFD,(SINGLF_FAMI4y:DVLLING)...,MUMH.(MU.LTI•UNITMANUFACTURED.tjpUSING TRANSPORTABLE SECTIONS _ OCCUPANCY GROUP• "MANUFAICTURER-LICENSE NUMBER: I MANUFACTORER'NAME: Fugtis H.Omes, Inc. 90157 SUGGESTED RETAIL PRICE: MANUFACTURER ADDRESS: NlwrrayRoad Bend OR 97701 $105,287.00 20495 (Ci (State Rio) (Street) MANUFACTURER TRADE NAME: MODEL NAME AND/OR =ER: • •• 1392 Fuqua Serenity Homes )EALER OR TRANSFEREE ADDRESS: 2490 Brum Mad Chico `� NVENTORY CREDITOR NAME: N/A :. Sheet,) (city) NCO INSIGNIA OR HUD LABEL NUMBER ORE 441364• - 0�-44i365� ORE 44'1360 Jam>ary 9.2003 d 0 TE OF -TRANSFER: " Janawy 9, 200 State). CAiP) 95928 LENGTH SECTION MANUFACTURER SERIAL NUMBER INCHES (INCHES) (POUNDS) 56Q 1 18709 A 6721, 2 13"9B ,..:.. 672 .3 18709 C (city) NCO INSIGNIA OR HUD LABEL NUMBER ORE 441364• - 0�-44i365� ORE 44'1360 Jam>ary 9.2003 d 0 TE OF -TRANSFER: " Janawy 9, 200 State). CAiP) 95928 LENGTH WIDTH , WEIGHT INCHES (INCHES) (POUNDS) 56Q 154. 22,107 6721, .154 26,600 672 .'134 26;600 TRANSPORTER NAME: Wes>van .. Ha dit ' TRANSPORTER ADDRESS: 95499 3550 Stei9a000m.MV4 WkTaovltsla WA cty)sidle). z' (Slraet � .. .... • DESTINATION FOR'UNr DESCRIBED ABOVE: C� Spiess r' (State) 4ZID) (NAME) (SUeel (City I teeny m+der Deneb �'Pe4ury undef Ir>alawS a Ino Slate Ot Cmrdofnre thoLlha e0m�a facie Bre true end wrfoa., Deschutes Jauuuy 9,'2003 Bend . EreaAed on `' eT (County). (stele) (Date) SIGNATURE OF AUTHORIZED AGENT:6. I Q(9711IBU71�: ORIOINALtPINKE - FORWARD TO.THEINVENTORY CREDFTOR, UNLESS THERE IS HONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). . COPY t (WHITE) FORWARD TO THE DEPARTMENT AT P.O: BOXA628- SACRAME,NTD, CA 558,2-u329. WITHIN FIVE (5) DAYS OF RELEASE: ;• COPY 2 (VELLOVI� DELIVERTO THE TRANSPORTER TO ACCOMPANY. THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) - TO BE RETAINED BY THE MANUFACTURER. HCD 483,0. • Side 1 - (7187) Jul.14. 2003 12:53PM SERENITY HOMES No -6114 P. 6 DEPARTMENT USE ONLY STATE OF CALIFORNIA r7�1e DEPARTMENT USE ONLY BUSINESS, TRANSPORTATION AND HOUSING AGENCY TRANS CODE DEPARTMENTOF HOUSING AND COMMUNITY 01!VFL , NT o OECALNO. DIVISION OF CODES AND STANDARDS a N1p H MANUFACTURED HOUSING PROGRAM M_ MCO CONTROL NO. DEALER REPORT OF SALE OR LEASE JS cc NEW MANUFACTURED HOME OR - MULTI -UNIT MANUFACTURED HOUSING TAX TYPE: LPT EXT CALIF. OEALER DIaE NO. J--.� I 1. .-2 /lU� _/ GATE OP NSFEA TO OEALER f USE C D (Caeca anal ORIGINAL LEELEAaE PRICE SFD ❑ MUMH 21f� II applieebfe, check ona o(tne following: C) TENCOM OR Wig. COOT coca . HAMS OF fAAWFACTURGO U cACt. � � MANUFACTURER UCENSE No. I b 16- Address MANUVACTURGIa YRADE NAME F" C.'c2. 0l• MFG MODEL EOR NUMBER - C. OdTEOF MANUFACTUAr— P'- <' -- c. "-- MTALLAnpN_'t'VPF_kch.ck.en.).., ..I P1oP^M �• PN�gMN i3 P....0 Ptenom OP.yaLE OR. LEAef eEGitOn NO.p+I MANUFACTUItBR 911RIAL NUM11SR191 County NUD tASELMCD INSIGNIA NUMBERIS) LENGTH IinWsq WIOTN Pat" 'wC1GMM1(kuL ' It applicable, Check one of the following: ❑ TENCOM OR Halling Addloss Slteet I Cal Cuw t Receipt Number. A00 SfLTtOH Q DEPARTMENT USE ORLY Reg)stered Lest First Owners) jpNnt true ! riame(s)j Legal Owner J F� II applieebfe, check ona o(tne following: C) TENCOM OR ❑ JT.R$ .! Q TENCOM AND Current Mailings1mot � � - / 4 Address 0l• City C. Future MalMng Address (H $17eat Ctly County tb8ttent than above) SAUS (location) Stmet� It applicable, Check one of the following: ❑ TENCOM OR Halling Addloss Slteet I Cal Cuw t Legal Owner J F� lllennolder) (paint true ttame(s)) L e- 3 Ir applicable, check one of the following: ❑�TEyN-COM OR Mailing AddresB Lienholder (print uuo nameelen It applicable, Check one of the following: ❑ TENCOM OR Halling Addloss Slteet ❑ JTRS ❑ TENCOM AND 74 1 ci+y� Receipt Onto: MI CI COMPRO State 17 COMPRO State TRS ❑ TENCOM AND ❑ COMPRO City State Cluck PPF Rp MRF PENT TRF Zip TOO DUPT SUBU CONE REPO RREG Zip J RSF PLT SIT UTP zip ASF CERTIFICATION CGP Trio applicant and Ocelot erantng Oology+ stato to rho beat of their knowledge and bads/ that All emtemente made in this application are true and correct. The gaoler CoAlnes that Via descilbod Unit It In Compliance wlth.aU proelelont at the Health and Safety Coda and Departmenl regulations sdoolod pursuant to the Wealth and Safely r.n■ 5.r:NATURE OF NEW REGISTERED OWNER(S): I a�� eeoeoenu uuunea• TOTAL RT July 7, 2002 �d Reference: Property located at 290 Toyon Hills Drive. To whom it may concern: Butte County California 4CS SUBJECT: PERMISSION TO BUILD RESIDENCE Let it be known that as the owners of record of the property located Toyon Hills div! mOroville. California, we give permission to Pam and Cindy Zech (husband and wife) to build a residence on the aforementioned property. This residence is to be in addition to any and all structures currently located on the property and is to be constructed in compliance with any and all applicable codes and laws. Sincerely, Donald Spiess Bobbie Spiess Lf 290 TOYON HILLS DRIVE OROVILLE-, CALIFORNIA 95966 RECORDING REQUESTED BY BIDWELL TITLE & ESCROW COMPANY Order # 1-177796 AND WHEN RECORDED MAIL TO Donald .E. Spiess 300 Concord Avenue Brentwood, CA 94513 97-02983s' Rec Fee I DOC Recorded I IHF .Official Records I Check County of I Butte I Candace J. Grubbs I Recorder I 9:00am 11 -Aug -97 I BWTC AP# 071-14'0-051 Grant Deed C 8.00 82.50 2.00 92-50 MD 2 THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The undersigned grantors) declare(s): Documentary Uwnfer tax is $ (x) computed on full value of property conveyed, or ( ) computed on full value less liens and encumbrances remaining at time of sale. (X) Umtx0410rated area ( ) Unincorporated. ,and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, HARRI ETT MC INTYRE, as her separate property; and HARRIETT MC INTYRE, Trustee for MC INTYRE TRUST and MAYOLA ZECH, Trustee of THE ZECH FAMILY TRUST, as their interest appear of record hereby GRANT(S) to DONALD E. SPIESS and BOBBIE D. SPIESS, husband and wife as Joint Tenants the'following described real property in the Unincorporated County of Butte State of California: SEE ATTACKED SCMMULE. C FOR LEGAL DESCRIPTION Dated: July 23, 1997 Harriett Mc Intyre , Tr tee and as Individual State of California County of Butte } SS. On 7-31-97 before me, the undersigned, a Notary Public in and for said State personally appeared Harriett McIntvre and Manta %Pt -h personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose tame(:) is/are subscribed to the within instrument and acknowledged to me that belshc1they executed the rime in hisirm/their authorized capscity(ka), sad that by his/her/their signsture(s) on the instrument the pesson(s) or the entity upon behalf of which the perwa(s) acted executed the instrument. W[INPSS my het�4 and official seal. Lc� M o Zech,r stee w' ' JANIE CIRRI( Camra. # 1107541 3 NOTARY PMUC - CAUORMA a arae covpj . � toy 0ortm EmMs SeDL 11.2000 r Signature L Mds arra Cor official notarlaf seal) MAIL STATRMENTS TO Same As Above i STATE OF . California COUNTY OF Butte C On June 19, 1998 before me, Janie Clark, notary public DATE NAME CP NDrARY PUBLIC pers Wally appeared NAME(S) OF SIGNER(S) Harriett Mc Intyre and Mayola Zech peYsranaUy knxtn to ms- Ott - ✓ proved to me on the basis of satisfac tory evidence to ba the persons) whose ram(s) is/are subscribed to the within irsbnment and ada3owledcled to me that he/she/they execu ed the same in his/her/their aazthori red capacd t y(ies ), and that by his/her/their signature(s) on the Q ° `• lANIE CLARK CUR: a'n`t the pe''sm(s), or the entity -- -' upon behalf of which the person(s) ached, bed t3he irLstz=mt. NOTARY � exa=bed L Qornn Ex*" S�rc t77, 20M A WITNESS my hanri and officart seal. Order No. 1-177796 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: The East one-half of the North one-half of the Southeast one-quarter of the Northwest one-quarter of Section 30, Township 20 North, Range 6 East, M.D.M.; the East one-half of the Southeast one-quarter of the Southeast one-quarter of the Northwest one-quarter of said Section 30; the East one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the South one-half of the South one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the North one-half of the West one-half of the Northeast one-quarter of the Southwest one-quarter of said Section 30; the West one-half of the West one-half of the South one-half of the Southeast one-quarter of the Northwest one-quarter. TOGETHER WITH a right of way for road and public utility purposes 60 feet in width lying 30 feet on each side of the following described centerline: COMMENCING at the center of said Section 30; proceed Southerly'and parallel to the East section line approximately 1320 feet; thence Westerly and parallel to the South section line a distance of approximately 660 feet to the point of beginning; thence from said point of beginning proceed Northerly and parallel to the East section line a distance of approximately 1980 feet; thence Easterly and Westerly and parallel to the South section line approximately 660 feet to the end of the line. EXCEPTING THEREFROM any portion thereof lying within the above described parcel. AP No. 071-140-051 DEPARTMENT OF STATE FACALIFORNIA O CO RNaITT OEVELOPMENT OI1IVON,0F CODES AND STANDARDS REGISTRATION AND TITLING -SECTION ; STATEKNT OF FACTS _ This unit is. a:[] Mobilehome Commercial Coach- ® Floating -Home Truck Cam Oecal (License) Noo(s) Trade.*Name. Serial No.(s) , I/We, the undersigned,. hereby state that the unit described above: V4/_/1 day <� Affiant further agrees to indemnify and save harmless the Director of Housing and Commur Development, State of California, and subsequent purchasers of said unit, for any loss i may suffer resulting from registration of the above-described unit in California, or frc issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on �Q o2 A at Date (City) (State) Signature each affiant Printed name of each affiant Address 24Qy 6i_ ' City eh State . 0 HCO 476.6 (Rev 11/66) • � J July 7, 2002 Reference: Trailer located at 290 Toyon Hills Drive. To whom it may concern: Butte County California SUBJECT: INTENT TO MOVE TRAILER This letter will serve as notification of our intent to vacate the trailer we currently reside in at the above location upon completion of our principle residence on the aforementioned property. We are currently in the permitting and plan approval stages and have contracted with Serenity Homes of Chico, California to perform the construction. The trailer has been occupied only with the intent of temporary use during construction and will revert to storage and occasional recreational .use upon vacancy. Sincerely, t' 290 TOYON HILLS DRIVE OROVILLE, CALIFORNIA 95966 4 I Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile June 18, 2003 Donald and Bobbie Spiess 290 Toyan Hills Drive Oroville, CA 95966 RE: Request for HCD 433A (mobile home on a foundation system) AP#071-510-009 Location 290 and 292 Toyan Hills Drive, Oroville, CA Dear Donald & Bobbie Spiess: The two 433A's that were requested cannot be recorded or sent to HCD for processing until we receive a Statement of Facts (HCD form 476.6) listing the serial and insignia numbers and a check made out to HCD for $33.00 for each of the two mobiles. The recorded 433A and supporting documentation must be mailed prior the State of California removing the mobile from state license rolls and the Butte County Assessor treating the mobile as real property. Should you have any questions concerning this matter, please contact Alice Mefford or Tammie Powell at (530)538-7541. Thank you. Sincerely, Alice Mefford Supervisor, Staff Support Services Cc: SRM Contracting, 2490 Bruce Road, Chico, CA 95928 e -___ ----------- __ XS __-__-_ FIREPLACE r- _______________ate_------------------�-----, ------ I 1 1 I I rl, I = . FAMILY ROOM i1' -CARPET 1 SITTING ROOM CARPET 1 11-1' % 12'-3' I CARPET r ----X -J ----------- ----------- 1 ' APPROVED 1 VM I d O�` Bu#e County ' W/I V 0, x 01--3 -� ; ; Environmental a8�fth I BEDROOM 1 I BEDR0012-0 TI I ll' -6' % 16'-5' 1 CARPET I �J I CARPET o �� I i ignatia: -__ LINE11 ' ; - I ' Q LIVING ROOM �� �� _ ; �� BEDROOM 3 1 16'-c'3' UTILIT;vT. 11-6' CARPET -3. - p�4 BATH 1 .i 4 i raaER � I ``% I ` w yat i SPNX ---------------------- II ' I I 1------j L------ . ------ C . _-- e=rc=_n—__ / A' e l * o i i -h, �d� v-� O r li GARAGE ii i 0 ° Il r I I 20'-0' % 20'-0' ' 0 I �� TO IiE BUILT W SITE �� I BATH 1® - N w i I' I L3 I IILAURELWEED Of COUP r Y PLAN -1392D 2036 SQ. FT. BUILDING DEPARMW II 'I OPT. BATH i �`_�----------+------------J� L----- L------------ A P P R 0 E D Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? YesNo[- ] Permit No. 5.' Is the site an. existing site? Yesp<] Nopl. (If yes, furnish two plot plans). 6.. What is the electrical rating of the mobilehome?Amperes. r ,. 7. What is the mobilehome site circuit breaker rating? 0 Amperes. 8. What is the electrical rating of the mobilehome site? n Amperes. 9. Is the main service remote from the mobilehome site? Yes[ -A No[ ] If it is, what is the rating? �- 0 4 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[, No[ ] If yes, please identify the load and size: ' a) The mobile home site- Load- k)Pi ( Amperes- L&O O b) The main service: Load- 9 q,0 T—O-q r Amperes- 3 11. Type of gas service at mobilehome site: Natural[ ] Propane[ None[ ] 12. Size of as pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome-2=00.). (R.). 14. What is the mobilehome gas demand? / a a; o 0 D B.T.U. *(This information is not required if the pipe length i's less than 6 feet on natural gas' or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION SMECOUM + RUILUNG AAE May 1995 .A P p R A V ED s.s 4 .S Mobilehome Manufacturer: t) Manufacture Year: O If other than single wide, furnish Sethp Model Number:%aur-e.l Looea 13g x -o Width::!R - � ft.) Length,(ft.) Tagalong or Expando Size (ft.) x On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehoines: Pier Footings Sizes and Location SINGLE WIDE MULTI-ViME Line 1 1 Line 2 - Lioe 2 . ..................... Main Beams Line2....................................................................................:........... 2 Une3 i Line 2 ................................................................................................ Main Beams Line 2 Line 1 ............................................ s Tag or Triple 4 el Line 1 Piers: Line 1 Openings Size minimum: r 1 x r i. Size minimum: [ ] x [ ]. Spacing maximum: Each side of openings From ends -maximum: 4 1 with width over: 7, Line 2 Piers: �,)ILif�e 4 Piers: Size minimum. ' Q �§,i�ie minimum: I x Spacing maximum: �k Spacing maximum: I I` From ends -maximum. From ends -Maximum ` ?. Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): X31 /`:: i-itj�:��%I A►�s'lti%•Si�'�i� ryis_� CpL■erL r�i�ui CDF FIRE SAFE REQUIREMENTS 7l rs� -off D2� �� /V ���Cs'�✓ �VN AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. (�] 1272.00 Maintenance of Defensible Space. To ensure continued '\ maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [� 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. Lf�4 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [f,1 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�- 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 IV feet long with a minimum 25 foot taper on each end. Cf•] 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of • 3-•. Fuel -Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [y(J 2. For parcels less than 1 acre, local jurisdiction \ shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel -modification shall be completed prior to completion of road construction )r fi_lal inspection of a building permit. Page 2 of 3 r AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but - less than 800 feet in length, shall provide a turnout .-near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be -provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [j 1. Gate entrances shall be at least two feet wider than the roadway it serves. E] 2. The gates must be located at least 30 feet from the • roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ['1a 3. -Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel -Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [y(J 2. For parcels less than 1 acre, local jurisdiction \ shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel -modification shall be completed prior to completion of road construction )r fi_lal inspection of a building permit. Page 2 of 3 t - o f 2- - 2 -STS AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [�1 If Buildinc7 Setback is Less Than 15 Feet Choose any 3 of the following: -Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10W of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date - Signature Page 3 of 3 lott I � , V -Q) -71 " ' p ar►; Imo; lr �I J/j i i 1 ' cool { ' ! It t , i l 1 Z, I i I,pWdeq OM I May 8, 2002 STRUCTURAL CALCULATIONS FOR SERENITY HOMES •- FUQUA MODEL CSR -1392D-30 FOUNDATION ONLY 30 PSF ROOF LIVE LOAD AND 40 PSF FLOOR LIVE LOAD OWNER: Don and Bobby Spiess 292 Toyan Hills Dr. Oroville, CA 95966 PROJECT LOCATION: As specified by Serenity Homes d CONTRACTOR: Steve Midkiff 1 , STRUCTURAL Exp. 3-31-03 ROBERT W. ESTRADA R.C.E. #C040661 S BY:. 0 02-2878 BUTTE COUNTY BUILDING DEPARTMENT A P Pft R 0 V" E Pages 1-27 po►ign►Ibn At01 A NO a WdM b1 I'111t1n►u 11 Mlcwws IN .Ia 1xx 1xx 1Y1 .Syy,. rYY 11 OIM bI/211 1►otbri t) In At In In 16 InA4 In^3 In 1n^4 in^7 �I fe Lb►111 -- 1.01 7.64 2.211 0.11 0.13 16x1.'4 0.04 J.07 0.01 0.09 0.44 0.56 10.6: 8.11 10x0.0 R 2.16 0.01 (, 2`00. 0.10 0.14 34.21 6.01 1.60 0.60 0.11 0.50 0.63 10.00 7.06 0 , 6.5 i2►10.1 R 3.20 11.07 J.07 0.21' . 0.16 05.71 11.00 1.51 1.00 0.6► O.se 0.71 10.40 7.4/ OWWA119n: R - )MFlOned n/n aRu.1 (w.,4,1 1 nn. nn. Rriw Itio7ti A 0 C' 14.0 'MIT 1 RAIIIn11 enbn 1 ; Aq 1LIQR GHE6K'5TEE1 GHA5515 I BEAM FOR b' 5PAGIN6 OF GRO55 CARRIER SUPPORTS VERT GONSERVATIVE TO A55UME 5IMPLE•5UPP0RT FOR DEFLLGTION GALL. GOAGH GHA5515 BEAM -:r,5T1=EL GR055 GARRIER SUPPORT FDL = qq.4 #/LF FLL = 265 #/Lp FTL = 364.4 #/1_F MMT - 1 BEAM = 3,644 #/LF x (b)2/10 = 2,332 -# Kb x 6.5 - f = 2,332 #(12)/4.62 6,057 P51 < 21.6 K51 OK 0 = 5(364) ( 8) 4 (12) 3 .06-1-IN OK L/480 0'.20 GONSV . DEFLEGTI ON GALL. 384 2q,000,000 18.14 TRAILER-Iq.DH6 1=24 =5102N TYPICAL STEEL GROSS GARRIC? SEATS 30°=25 MAX. 6161°=8.25' 30'-25' MAX. 61RDER 61 I I 61RDER 61 . BY MFC-R BY MF6R. I'I 5TEEL GRO55 GARRIER !- J=ll IIS L TYP SECTION AT '=25' MAX. CROSS CARRIER SUPPORT P P 13.25' RI 5TEEL GR055 R 2 GARRIER BEAM TYPI ceAL° V I ROCK 02I LOAD I NS GON5ERVATIVE TO GON5IDER FULL CANTILEVER FLOOR GARRIED BY STEEL BEAM FDL = 15 P5F x (25 + 8.25/2) = qq.4 #/LF FLL = 40 P5F x (25 + 825/2) = 265 MY POINT LOAD °PI " ® EAGH 5TEEL GRO55 GARRIER PI = FDL= qq.4 #/LF X V = 7q5 #/FDL POINT FILL = 265 #/LF X 8' = 2120 = 26115 # R 1= R2 = 2q 15 #/FDL + FILL ALLOW DEFLECTION: 44 0 TOTAL LOAD _ .331IN2 NOTE: NOTE: U5E W8x10 A56 STEEL BEAM oK TO U5E 5TANDARD 2'-0° WIDE GONT. MINIMUM FOR EAGH 5TEEL GRO55 FOOTIN6 TO SUPPORT POINT LOAD5 FROM GARRIER BEAM - 8'-O" 5PAGIN6 TH15 GRO55 CARRIER BEAM ZAILER-lb 1=24 Estrada Engineering and Design Title: Job # 728 A Plumas Street Dsgnr: Date: 2:11 PM. 8 MAY 02 Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax - (530) 671.5257 LRev: 510002 e .. p. Page 1. Uscr: Y,W060429, Ver 5.1.2. 13-Jun-1999. WW2 Multi-Span Steel Cheam (c) 198'3.99 ENERCALC � :\enefC81C segenit hOfrleS Standafd CaIC 20p5 995w'q�.JF!FE5"-.:�Z'PJ&'FII•]f9:YiiEk?7PSSF3YR'�EL5ER3RHfi:'���S_�5•E.^Slna�e�ra.,p��.��-:.�tun=n. R'a�.Jit 2am�nz_.m�sru:wm�vaeta+c_: Description TYPICAL CROSS CARRIER BEAM OPTIONS, NOTE: CROSS CARRIER BEAMS ARE SPACED AT 8' O.C. MAXIMUM SPACING. General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy -Yield Stress 36.00 ksi ^ Load Duration Factor 1.00 All Spans Considered as IndMdual.Beams Span Information - 5 Shear @ Left DeSCrIptI0r1C CROSS CARRIERCROSS CARRIER Span ft 13.25 13.25 Steel Section W8X13 W8X10 End Fbdty Pin -Pin Pin -Pin Unbraced Length ft 8.25 8.25 Loads Reactions... Live Load Used This Span ? Yes Yes Point #1 DL k 0.795 0.795 LL k .' 2.120 2.120 @ X ft 2.500 2.500 Pant #2 DL k 0.795 0.795 LL k 2.120 2.120 @ X ft 10.750 10.750 Results Mmax @ Cntr k -ft 7.29 7.29 @ X = ft 10.25 10.25 Max @ Left End k -ft 0.00 0.00 Max @ Right End k -ft 0.00 0.00 fb : Actual psi 8,822.3 11,201.0 Fb : Allowable psi 15,861.6 15,529.4 fv: Actual psi Bendin OK 1,&.2 Bendin OK 2,173.3 Fv : Allowable psi . 14,400.0 14,400.0 Shear OK Shear OK Reactions & Deflections - 5 Shear @ Left k 2.92 2.92 Shear @ Right k 2.92 2.92 Reactions... DL @ Left k 0.80 0.80 LL @ Left k 2.12 2.12 Total @ Lek k 2..92 2.92 DL @ Right k 0.80 0.80 LL @ Right k 2.12. 2.12 Total @ Right k 2..92 2.92 Max Deflection in. -0.229 -0.295 @ X = ft -6.62 6.62 Span/Deflection Ratio 693.7 539.6 Query values Location ft 6.63 6.63 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Moment k -ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Max Deflection in 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L MARRAft LINE FOOTING 40'. ps? RLL AND LE55 RDL = 15 PSF X ( 13/2) X 2 05 _FDL 15 P5F X-(2.5/2 + 2.5/2) = 38 233 #/LF RLL = 40 P5F X (13/2 X 2) 520 853 .#/LF FLL = 40 PSF X ( 2.5/2 + 2.5/2) = 100 620 #/LF STUDWALL'® MARRIA6E LINE = STUDS ® 16 O.G. POL = 233#/LF X 1.33' = 310# PLL = 853#/LF X 1.33' = 1135#OAD EACH 5TUD A55UMIN6 1445#411b" O.C. 5PAGIN6 +1135 #LL 1135 #LL 310 #DL j 310 #DL LOAD ON EACHSTUD A55UMIN6 16" O.G. 5PAGIN6 133' 133' 133'' (CHECK 16" LEN6TH OF FOOTIN6) U5E GONTINUOU5 FOOTIN6 MIN.. 2'-0" WIDE X MIN. 15" DEEP WITH W/ 2-1#4 CONTINUOU5 TOP AND BOTTOM, 5EE ATTACHED FOOTIN6 ANALY5I5. MARRIA6E LINE - 2" GLR. 5 I/2" z - `II 2-#4 CONT. TOP B BOT. 21-04 CONCENTRATED LOAD5 ON THE MARRIA6E LINE GONTINUOU5 FOOTIN6 5HALL NOT EXCEED 1,400# UNLE55 A.PIER FOOTIN6 I5 U5ED. 5EE FOOTIN6 56HEDULE FOR REQUIREMENT5 WHERE LOAD5 ON MARRIA6E LINE EXCEED -1,400 LBS, TRAILER-11DW6 1=24 Estrada Engineering and Design Tale : Job* 7.28 A Plumas Street Actual Dsgnr: Date: 2:10PM, 8 MAY 02 Yuba City, Ca 95991. 700.3 Description Max Mu Ph.. (530) 674-1681 Scope. 1,000.0 Fax (630) 671-5257 Required Steel Area 0.168 in2 per ft _ ' Rev sl0002 - _ User: K0002 29. Ver 5.1.2, 13 -Jun -1999, Win32 - 1983.99 ENERCALC p Design General Footing Analysis & pig 1 (c) �.Z'.ST.•�i• cAenerCalc\serge i1�nnes standard Cal& 0.91 ^-3Y'F'455��.oAfii�JE.iS�. e 9 ia"Tr7���Fd5S .7'17Gfia... Description TYP. 244 T/13- 2.0' WIDE MAR. LINE 40 psf RLL "Y' Ecc, of Resuftant 0.000 in 0.000 in 1 -Way 0.000 General Information Calculations are designed to ACI 318-95 and. 1997 UBC Requirements Allowable Soil Bea ring 1,000.0 psf Dimensions... 2.223 Short Term Increase, , 1.000 Width along X -X Abs 2.000 ft Base Pedestal Height 0.000 in Length along Y Y.A)ds 1.330 ft Seismic Zone, 4 Footing Thickness 13.00 in . Overburden Weight 0.00 psf Col Dim. Along X -X Abs 5.50 in Live & Short Term Combined ACI 9 3 Cd Dim. Along Y -Y Axis 1.50 in fc 2,500.0 psi 1.90 psi 0.26 psi Fy 40,000.0 psi .: - Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.00 in . Applied Vertical Load... Dead Load Live Load Short Terre Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 0.310 k 1.135 k k Creates Rotation about Y -Y A)ds (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y A)ds (pressures @ left & right) k k k ...ecc along.X-XA)ds 0.000 in ...ecc along Y Y A)ds 0.000 in Creates Rotation about X -X A)ds (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Abs . (pressures @ top & bot) k k k Footing Design ®K 2.00ft x 1.33ft Footing, 13.Oin Thick, w/ Column Support 5.50-x 1.50in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Sal Pressure 700.3 -' 700.3 psf Max Mu 0.264 k -ft per ft Allowable 1,000.0 1,000.0 psf Required Steel Area 0.168 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn' Phi "Y' Ecc, of Resuftant 0.000 in 0.000 in 1 -Way 0.000 85.000 psi X -X Min. Stability Ratio No Overturning 1.500:1 2 -Way 2.223 170.000 psi Y -Y Min. Stability Ratio No Overtuming Footing Design Shear Forces ACI 91 ACI 9-2 ACI 9 3 Vn' Phi Two -Way Shear 2.22 psi 1.90 psi 0.26 psi 170.00 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psis 85.00 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 85.00 psi Moments ACI 9-1 , ACI 9-2 ACI 9-3 Ru / Phi As Reo'd Mu @ Left 0.26 k -ft 0.23 k -ft 0.03 k -ft 2.9 psi 0.17 Int per ft Mu @ Right 0.26 k -ft 0.23 k -ft 0.03 k -ft 2.9 psi 0.17 in2 per ft Mu @ Top 0.16k -ft 0.14 k -ft 0.02 k -ft 1.8 psi 0.17 in2 per ft Mu @ Bottom 0.16k -ft 0.14 k -ft 0.02 k -ft 1.8 psi 0.17 in2 per ff Estrada Engineering and Design Title:- .lob # ®� .728 A Plumas Street Dsgnr: Date: 2:1013M, 8 MAY02 , Yuba City, Ca 95991 Description Ph. (530) 674.1681 Scope: Fax (530) 671.5257 Rev: 510002 User. KW 060429, Ve. 5.1.2, 13.1un.1999. Win32 -General Footing Analysis & Design Page ' 2 (e) 198399 .NERCAIC m:.a3a+mc'�—vu -^a--••^--^-,•-�,.^�, 7 C:\et18rC81C\S8rEnit,y home's standard talc 20 5 c:\enercalc\serenq .�^•a .mvim^ cs .•m^'3^!" :1".0 E'". xiL�': Description TYP. 2-#4 T/B- 2.0' WIDE MAR. LINE 40 psf RLL .rm n Soil Pressure Summary. Service Load Sal Pressures Left Right Top Bottom DL + LL 700.32 700.32 . 700:32 700.32 psf DL + LL + ST 700.32 700.32 700.32 700.32 psf Factored Load Sal Pressures ACI'Eq. 8-1 1,108.45 1,108.45 1,108.45 1,108.45 psf ACI Eq, 9-2 980.44 980.44 980.44 980.44 psf ACI Eq. 9-3 246.26 246.26 246.26 246.26 psf ACI Factors (per ACI, applied internally to entered, loads) ACI 9-1 & 9-2 DL 1.400 -'ACI 942 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor W 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900- UBC 1921.2.7"0.9" Factor - 0.900 ACI 9=1 & 9-2 ST 1'.700 ACI 9-3 Short Term Factor 1.300 • . ....seismic = ST' : 1.100 y Estrada Engineering and Design 728 A- Plumas Street Yuba City, Ca 95991 Ph. (530) 674.1681 Fax (530)671-5257 Rev. 510002 ' User: KW -060429. Ver 5.1.2, 13•Jun•1999. Win32 (c) 198399 ENERCALC Title : Dsgnr: Description: Scope: 'General Footing Analysis & Description TYP. 244 T/B- 2.0' WIDE MAR. LINE MAX LOAD - Job # q. Date: 2:04PM, 8 MAY 02 Page 1 Footing Design ` J General Information calculations are designed to ACI 318=95 and 1997 UBC Requirements Allowable Soil Bearing 1,000.0 -psf Dimensions... Shear Forces Short Term Increase -1.000 Width along X -X Alas 2.000 ft Base Pedestal Height 0.000 in Length along Y -Y A)ds 6.000 ft . Seismic Zone. 4 Footing Thickness 13.00 in Overburden Weight 0.00 psf Col Dim. Along X -X A)ds 5.50 in Live & Short Term Combined k -ft per ft Cd Dim. Along Y Y A)ds 3.00 in Pc 2,500.0 psi Required Steel Area 0.00 psi Fy 40,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.00 in Loads "Y' Ecc, of Resultant ' ,. 0.000 in 1 -Way Applied Vertical Load... 85.000 psi X -X Min. Stability Ratio Dead Load 9.400 k ...ecc along X -X Alas 0.000 in 20.522 Live Load k ...ecc along Y -Y A)ds 0.000 in No Overturning Short Tenn Load k ACI 9-3 Ru / Phi As Read Creates Rotation about Y -Y Abs Creates Rotation about X -X Abs 0.33 k -ft Applied Moments... (pressures @ left & right) (pressures @ top & bot) 0.17 in2 Dead Load k -ft k -ft 0.33 k -ft Live Load k -ft k -ft per ft Short Term k -ft k -ft 2.91 k -ft 50.4 psi Creates Rotation about Y -Y Abs Creates Rotation about X -X A)ds Mu @ Bottom Applied Shears... (pressures @ left & right) (pressures @ top & bot) 50.4 psi Dead Load k k Live Load.- k k Short Term k k Footing Design Summary Footing Design OK Shear Forces 2.00ft x 6.00ft Footing, 13.Oin Thick, w/ Column Support 5.50 x 3.00in x O.Oin high Vn' Phi DL+LL DL+LL+ST 20.52 psi Actual Aliowable Max Sal Pressure 940.4 940.4 psf Max Mu 4.532 k -ft per ft Allowable 1,000.0 1,000.0 psf Required Steel Area 0.00 psi 0.203 in2 per ft "X Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... 0.00 psi Vn Phi "Y' Ecc, of Resultant ' 0.000 in 0.000 in 1 -Way 8 1 18.201 85.000 psi X -X Min. Stability Ratio No Overturning 1.500 :1 2-Way 20.522 170.000 psi Y -Y Min. Stability Ratio No Overturning ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi Footing Design Shear Forces ACI 9 1 ACI 9-2 ACI 9-3 Vn' Phi Two -Way Shear 20.52 psi 20.52 psi 13.19 psi 170.00 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Top 18.20 psi 18.20 psi 11.70 psi 65.00 psi Vu @ Bottom 18.20 psi 18.20 psi 11.70 psi 85.00 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi As Read Mu @ Left 0.33 k -ft 0.33 k -ft 0.21 k -ft 3.6 psi 0.17 in2 per ft Mu @ Right 0.33 k -ft 0.33 k -ft 0.21 k -ft 3.6 psi 0.17 in2 per ft Mu @ Top 4.53 k -ft 4.53 k -ft 2.91 k -ft 50.4 psi 0.20 in2 per ft Mu @ Bottom 4.53 k -ft 4.53 k -ft 2.91 k -ft 50.4 psi 0.20 in2 per ft Estrada Engineering and Design ' Title: ,lob # 1 Date: 2:04PM, 8 MAY 02 Dsgnr' 728 A Pltimas Street Description -Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530)671-5257 Rev. 510002 User: Y,N!060429, Ver 5.1.2, 13-Jun-1999.N'in32 General Footing Analysis & Design Page 2 20 s cAenercalc\serenity homes standard talc • (c) 198399 ENERCALC TYP. 244 T/B- 2.0' WIDE MAR. LINE MAX LOAD Description Soil Pressure Summary . N.. ..... .. Service Load Sal Pressures Left . Right 940.42 Top Born 940.42 940.42 psf DL + LL DL + LL + ST 940.42 940.42 940.42 940.42 940.42 psf Factored Load Soil Pressures ACI Eq. 9-1 1,316.58 1,316.58 1,316.58 1,316.58 psf ' ACI Eq. 9.2 1,316.58 1,316.58 1,316.58 1,316.68 psf ACI Eq. 9-3 846.37 846.37 846.37 846.37 psf ACI Factors • (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7' 14' Factor 1.400 ACI 9-1 & 9-2 LL 1.709 ACI 93 Dead Load Factor 0.900 UB6.1921.2.7 "0.9" Factor 0.900 ACI 9-1 6 9-2 ST 1.700 ACI 9.3 Short Term Factor 1.300 ....seismic = ST' : 1.100 0 Estrada Engineering and Design Title: Job # 17 728 A Plumas Street Dsgn' Date: 2:55PM, 8 MAY 02 Description Yuba City, Ca 95991 Ph. (630) 674.1681 Scope: Fax (630) 671-5267 Rev 5�oSquare Footing Design standard oalcs Page 1s User: Kw.06oeoaz9, ver 5.1.2; 13•13 -Jun -1999, win32 c;\enercalc\serener homes (c) 1983.99 ENERCALC aerascursantetiaa�„r•se,.Ra,m.�x7e'�'t.."°'"'-••,""`°""'••gF:pi+iy;St "'"JEm7.4t^,+A'is&^•..FL' x9t_ Description 18” SQUARE FOOTING General Information calculations are designed to Act 318-95 and 1997 UBC Requirements :. Dead Load . 1.800 k . �.�_ Foxing Dimension 1.500 ft Live Load 0.000 k Thickness 6.00 in Short Tenn Load 0.000 k # Of Bars 2 Bar Size 4 Seismic Zone 4 Rebar Cover 3.000. Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy . 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.046 int 200/Fy 0.0050 Total As Req'd 0.069 in2 As Req'd by Analysis 0.0004 ih2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% r 1.50ft square x 6.Oin thick with 2- #4 bars Max Static Sal Pressure 872.50 psf Allow Static Sal Pressure 1,000.00 psf Max Short Term Soil Pressure 872.50 psf Allow Shat Tenn Soil Pressure 1,000.00 psf Mu :Actual 0.11 k - ft Mn' Phi: Capacity 1.99 k -ft Vu.: Actual One -Way Vn'Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 1 # 4's 1 # 5's 1 #Ts 1 #8's Footing OK 6.94 psi 76.03 psi 14.95 psi . 152.05 psi , 1 # 6's 1 # 9's 1 # 10's , r Estrada Engineering and Design Title 728 A Plumas-Street . D Descr: scrlptlon Yuba City, Ca'95991 Ph. (530)674-1681 scope: Fax (530)671-5257 Job '# r� Data: 2:55PM, 8 MAY 02 Rev. 510002 User: KW060429. Ver 5.1.2, 13•Jun•1999, N'In32 1983.99 - 90 r - ry Page 1 Square Foisting, Design cAenercalc\ser2eniitty homes standard talc 20 s (c) �aY�,49m3i5R'tPa2"7�PS:i5t9dst*�9Y5YW3Lt8�wB7ER�@�E`Ott'BiT.2.Ti',3i7.AP�EII^•"''"'a^,•giL3gy.,2¢ti.�':Z.�t�':C=:.�'" Description 1'-9" SQUARE FOOTING General Information calculations are designed to Act 318-95 and 1997 UBC Requirements Dead Load 2.600 k Footing Dimension 1.750 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Bar Size 4 Seismic Zone 4 Rebar Cover 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf F FY 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing. Rebar Requirement Actual,Rebar "d" depth used 2.750 in As to USE per foot of Width 0.046 in2 200/Fy , 0.0050 Total As Req'd 0.081 in2 As Req'd by Analysis 0.0007 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% y Summary Footing OK 1.75ft square x 6.Oin thick with 2- #4 bars Max Static Sal Pressure 921.48 psf Vu : Actual One -Way 12.22 psi Allow Static Sal Pressure 1,000.00 psf Vn'Phi :Allow One Way 76.03 psi'. Max Short Term Soil Pressure 921.48 psf Vu: Actual Two -Way 24.66 psi Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way 152.05 psi - Altemate Rebar Selections... . Mu :Actual 0.19 k -ft 1 # 4's 1 # 5's 1 # 6's Mn' Phi: Capacity 1.73 k -ft 1 # Ts 1 # 8's 1 ,# 9's 1 # 10's Estrada Engineering and Design Tfde : Job # : f3 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. •(530) 674-1681 Scope Fax (530)671-5257 Rev. 510002 User: KW -060429, Ver 5.1.2, 13•Jun•1999, Wh32 Square Footing Design � � � Page 1 (c) 198399 ENERCALC '93i4.�.^.C�Tw'"JLn•�.,,�'��^r6w'51:+5�aR.'4�eTm^R63134:;8 ^• ai;:T3u�..4�'^a: c\ene&'rE!'Acralc\Tmes standard -cal 20gs �"+ 117`E7fl.1c Description 2'-0" SQUARE FOOTING General Information 17.12 psi Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 3.400 k Footing Dimension 2.000 ft Live Load 0.000 k Thickness 6.00 In ' Short Tenn Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size .4 Overburden Weight" 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi.. LL & ST Loads Combine , Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf. Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.047 in2 200/Fy 0.0050* Total As Req'd 0.094 in2 As Req'd.by Analysis .0.0011 in2 Min Allam % Reinf - 0.0014 Min: Reinf %to Req'd 0,0014•% 2.00ft square x 6.Oin thick with 2- #4 bars Max Static Sal Pressure - 922.50 psf Allow Static Soil Pressure 1,000.00 psf Max Short Term Sal Pressure , 922.50 psf Allow Short Term Sal Pressure 1,000.00 psf Mu :Actual 0.29 k -ft Mn . Phi: Capacity 1.53 k -ft Footing Oil Vu: Actual One -Way 17.12 psi Vn•Phi : Allow One -Way 76.03 psi Vu: Actual Two -Way 34.92 psi Vn'Phi : Allow Two -Way 152.05 psi Altemate Rebar Selections... 1 # 4's 1 # 5's 1 # 6's 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title: Job # 4 4 728 A Plumas•Street Dsgnr: Date: 2:55PM, . 8 MAY 02 Description Yuba City, Ca 95991 Ph. (530) 674.1681 Scope Fax (530)671-5257 Rev. 510002 User: KW -060429, Ver 5.1.2, 13•Jun•1999, WH32 Square Footing DOS6gr'I Page 1 Footing (c) 1983.99 ENERCALC cAenercalc\serenity.horries standard calc 20 s• �i7SEi9tSS+GG."'-" �R3RlR'a^8. i�4's'61i57,TbZn�".. 7��iC?i+" �. mr„rm�•tt'-'{&fi^w'de,�:"'�ffi.aamn; 3^ � �,t�'aa��x�eaa a�.vm.:�,,,•�- � ••t 9escription 2'-3” SQUARE FOOTING General Information Calculations are designed -to ACI 318-95 and 1997 UBC Requirements Dead Load , 4.300 k Footing Dimension 2.250 ft Live Load 0.000k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight • " 0.000 psf. Rebar Cover 3.000 Concrete.Weight ' ^~ • 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine • Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing _ Rebar Requirement Actual Rebar "d" depth used • 2.750 in As to USE per foot of Width 0.066 in2 2001Fy 0.0050 Total As Req'd ' ' 0.149 in2 As Req'd by Analysis 0.0015 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0020% $� Summary .�... Footing OFC 2.25ft square x 6.Oin thick with 2-'#4 bars Max Static Sal Pressure 921:88 psf Vu: Actual One -Way 22.00 psi Allow Static Sal Pressure 1,000.00 psf Vn*Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 921.88 psf Vu: Actual Two -Way 46.50 psi Allow Short Tenn Soil Pressure 1,000:00 psf Vn*Phi : Alkrw Two -Way 152.05 psi, Alternate Rebar Selections... Mu :Actual 0A0 k ft 1 # 4's 1 # 5's 1 # 6's Mn • Phi: Capacity 1:37 k=ft 1 # Ts 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991. Ph. (530) 674-1681 Fax (530)671.-5257 Rev. 510002 User: KW.060429. ler 5.1.2, 13•Jun-1999, Win32 (c) 1983.99 ENERCALC Description 2'-6" SQUAT General Information Title Dsgnr: Description Scope: Square Footing Design FOOTING Job # Date: 2:55PM1 8'MAY 02 Calculations are designed to ACI 318-95 and 1997 UBC Page 1 Live Load 0.000 k Thickness 6.00 In ShortTerre Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight • • 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Vu: Actual Two -Way Fy 40,000.0 psi Load Duration Factor' 1.000 152.05 psi _ _ Column Dimension 8.00 in Allowable Soil Bearing's-". 1,000.00 psf Reinforcing 2 # 4's 1 # 5's 1 # 6's MnPhi: Capacity Rebar Requirement 1 # Ts . 1 # 8's 1 . #'9's 1 # 10's Actual Rebar "d" depth used 2.'7501n As to USE per foot of Width 0.089 int 200/Fy. 0.0050 Total As Req'd 0.224 in2 As Req'd by Analysis 0.0020 iri2 Min Allow % Reinf .0.0014 Min. Reinf % to Req'd 0.0027 innnar y � Footing OK 2.50ft square x 6.Oin thick with 2- #4 bars Max Static Soil Pressure 920.50 psf Vu: Actual One -Way 26.85 psi Allow Static Sal Pressure 1,000.00 psf Vn•Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 920°50 psf Vu: Actual Two -Way 59.37 psi Allam Short Term Sal Pressure 1,000.00 psf Vn'Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu : Actual _. 0.54 k=ft 2 # 4's 1 # 5's 1 # 6's MnPhi: Capacity 1:24 k;ft 1 # Ts . 1 # 8's 1 . #'9's 1 # 10's Estrada Engineering and Design Title: Job # 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (530) 674.1681 Scope Fax (530) 671.5257 LRev 510002 1,cr: KW060429. Ver 5.1.2. 13Jun 19-9 IUin32 -. Square Footing Design Page 1 (c) 198399 EWERCALC C:�2nerC2lC�Serenit homes standard talc 20es Description 2'-9" SQUARE FOOTING General information .. calculations are designed to act 318-95 and 1997 UBC Requirements 'Y:4l1".•.,,;r `e .... .. ... Dead Load .r. ... ... .tiCul r 6.400 k .. .v. .La]✓.: .... - •• ' �T.. Footing Dimension ...i .vS:uL`taYA�Lt. ,r: ... 2.750 ft u Live Load 0.000 k Thickness. 6.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover. 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension _ 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in ' As to USE per foot of Width 0.116 in2 200/Fy 0.0050 .. Total As Req'd 0.319 in2 As. Req'd by Analysis 0.0026 iri2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0035 Summary Footing OK 2.75ft square x 6.Oin thick with 3- #4 bars Max Static Sal Pressure 918;78 Of Vu: Actual One -Way 31.67 psi Allow Static Soil Pressure 1,000:00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Tenn Soil Pressure . 918178 Of Vu: Actual Two -Way 73.53 psi Allow Short Term Sal Pressure 1,000:00 psf Vn'Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu :Actual 0:70 k=ft 2 # 4's 2 �# 5's 1 # 6's Mn' Phi :Capacity 1;66 k=ft 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title: Job 0 Ds nr: Dater / 728 A Plumas Street a 2:55PM, 8 MAY 02' Yuba City, Ca 95991 Description Ph. (530) 674-1681 Scope: Fax (530) 671-5257 LRev.10002KW060429. Ver 5.1.2, 18-Jun•7.999, N'in32 Square Footing Design Page3-9 ENERCALC off c:ene ca lc\serenity homes standard cals Description V-0" SQUARE FOOTING. General Information 1[ Calculations are designed to ACI 318-95 and 1997 UBC Requirements50 Dead Load 7.600 k Footing Dimension 3.000 ft Live Load 0.000 k Thickness 6.00 in - Short Term Load 0.000 k # of Bars . .3 Seismic Zone 4 Bar Size 4 ;. Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine. Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 iri As to USE per foot of Width 0.147 in2 200/Fy 0.0050 Total As Req'd 0.440 in2 As Req'd by Analysis • 0.0033 in2 Min Allow % Reinf 0.0014 Min.'Reinf % to Req'd 0.0044% Summary - Footing oft 3.00ft square x 6.Oin thick with 3- #4 bars Max Static Sal Pressure 916:94 psf Vu: Actual One -Way 36.47 psi Allow Static Sal Pressure 1,000:00 psf Vn"Phi : Aliow One -Way 76.03 psi Max Short Term Soil Pressure 916:94 psf Vu: Actual Two -Way 88.99 psi Allow Short Tenn Soil Pressure 1,000.00 Of Vn'Phi : Allow Two -Way 152.05 psi Aftemate Rebar Selections... Mu :Actual 0:87 k=ft 3 # 4's 2 # 5's 1 # 6's Mn' Phi :Capacity 1:53 k=ft 1 # 7's 1 # 8's 1 # 9's 1 # 10's Estrada Engineering and Design Title: Job # 18 728 A Plumas Street- Dsgnr. Date: 2.55PM, 8 MAY 02 Yuba City, Ca 95991 Description Ph. (630) 674-1681 Scope: Fax (530)671-5257 Rev 511 02 per, Page 1 User: KW.060429. Ver 5.1.2, 13•Jun.1999, WIn32 Sef�tc't"®Ot'triQ �OSEc (y 1983.99 ENERCNLC cAenercalc\serenit homes standard calc 20 S . off&:a.SI''':rT'Ib1EU8SSr'iC�L'✓2'�7d"R9+'"- !mow. m'7�'YE��..7Tc�&¢1v±J:A�'>�C1�EL7�w'FA7 IDS,1'S6=fix Description S-3" SQUARE FOOTING. Reinforcing' Rebar Requirement Actual Rebar "d" depth used 4.750 in As to USE per foot -of Width 0.103 in2 200/Fy 0.0050: Total As Req'd 0.335 in2 As Req'd by Analysis 0.0014 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0018% Summary l=ooting OK General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 8.800 k Footing Dimension 3.250 ft Live Load 0.000 k Thickness 8.00 in, Shortlerm Load, 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover fc 3.000 . 2,000.0 psi Concrete Weight 145.00 pcf FY 40,000.0 psi LL & ST Loads Combine Alternate Rebar Selections... Load Duration Factor 1.000 1.09 k -ft 2 # 4's 2 # 5's Column Dimensiori 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing' Rebar Requirement Actual Rebar "d" depth used 4.750 in As to USE per foot -of Width 0.103 in2 200/Fy 0.0050: Total As Req'd 0.335 in2 As Req'd by Analysis 0.0014 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0018% Summary l=ooting OK 7 3.25ft square x 8.Oin thick with 3- #4 bars Max Static Soil Pressure 929.80 psf Vu: Actual One -Way 20.46 psi -Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Tenn Sal Pressure 929.80 psi Vu: Actual Two -Way 50.69 psi Allow Short Term Soil Pressure 1,000.00 psf Vn•Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu :Actual 1.09 k -ft 2 # 4's 2 # 5's 1 #6s Mn* Phi: Capacity 2.53 k -ft 1 # Ts 1 # 8's 1 # 9's 1 # 10's 7 Estrada Engineering and Design Title 728 A.Plumas Street Dsgnr: Yuba City, Ca 95991 Description Ph. (530) 674-1681 scope: Fax (630) 671-6267 v510002Uer: KW 060429. Ver 5:1.2, 13Jun-1999, 4t'in32Sf1�Lia e* noting. Design UR c) 1983.99 ENERCALC —[ Wu'Se7,L1ffir1Hi477'8?I53:w:Aai7:tL'a':ig�4i5•r�&'f74i�54,w'R179P1,w"'Z`.S6'7/F'W�'S5�',i9Hi�'il. i1S.l" Description 3'-8" SQUARE FOOTING General Information J0 # �9/r Date: 2:55PM, 8 MAY 02 Page 1 Calculations are designed to ACI 318-95 and 1997 UBC. Requirements Dead Load 10.400 k Footing Dimension 3.500 ft Lime Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover" 3.000 Concrete Weight 145.00 pcf . fc 2,000.0 psi LL & ST Loads Combine Fy . 40,000.0 psi Load Duration Factor . 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement. Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.113 in2 200/Fy ' 0.0050 1 Total As Req'd 0.397 in2 As Req'd by Analysis 0.0008 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014 3.50ft square x 10.Oin thick with 3- #4 bars Max Static Sal Pressure 969.81 psf Allow Static Sal Pressure 1,000.00 psf Max Short Term Soil Pressure 969.81 psf Allow Short Tenn Soil Pressure 1,000:00 psf Mu :Actual 1.36 k -ft Mn ` Phi: Capacity 3:38 k -ft Vu: Actual One -Way Vn'Phi : Allow One -Way Vu :Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 2 # 4's 2 # 5's 1 # 7's 1 # 8's Footing. Oil .14.32 psi ' 76.03 psi 36.61 psi 152.05 psi 1 #6s 1 # 9's 1 # 10's Estrada Engineering and Design' Title 728 A Plumas Street" Dsgnr: Yuba City, Ca 95991 Description Ph. (530)674-1681 Scope: Fax (530) 671.5257 Footing Dimension • Rev: 510002 User: KN!•060429. Ver 5.1.2, 13•Jun-1999, Wh32 Square.Footing Design (c) 1983.99 ENERCALC - Description 3'-9" SQUARE FOOTING Job #' 20� Date: 2:55PM, 8 MAY 02 Page 1 3.75ft square x I O.Oin thick with 3- #4 bars Max Static Soil Pressure 931.50 psf Vu: Actual One -Way Allow Static Sal Pressure General Information Vn•Phi : Allow One -Way Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 11.400 k Footing Dimension 3.750 ft Live Load 0.000 k Thickness 10,00 in Short Terre Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.6 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing .Rebar Requirement Actual Rebar "d" depth used 6:750 In As to USE per foot of Width 0.113 int 200/Fy 0.0050. Total As Req'd 0.425 in2 As Req'd by Analysis 0.0010 in2. Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014 % 3.75ft square x I O.Oin thick with 3- #4 bars Max Static Soil Pressure 931.50 psf Vu: Actual One -Way Allow Static Sal Pressure 1,000.00 psf Vn•Phi : Allow One -Way Max Shot Term Soil Pressure 931.50 psf Vu: Actual Two -Way Allow Short Term Sal Pressure 1,000.00 psf Vn"Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 1.55 k -ft 3 # 4's 2 # 5's Mn • Phi: Capacity 3.16 k -ft 1 # 7's , 1 # 8's Footing OK 15.76 psi 76.03 psi 41.10 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design Title: Job # �' Ds nr: Data: 2:SSPM 8 MAY 02 �. 728'A Plumas Street g . Yuba City, Ca 95991. Description Ph. (530) 674-1681 Scope: Fax. (530)671-5257 LR, 510002 r. M,w•o°0429. ver 5.1.2, 13Jun-1999, Win32 Square Foofing .Design Page1 .199399 ENERCALC cAenercalC\serenit homes standard CaIC 20 s �� sacc�ssa ��ag mage exu mnn r�z� ami Description 4'-0" SQUARE FOOTING General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements ,i Dead Load 13.600 k Footing Dimension' ^ 4.000 ft Live Load 0.000 k Thickness 10.00 in ShortTerm Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight - 0.000 psf Rebar Cover 3.000 Concrete Weight '145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi ; Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing - Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.126 int 200/Fy 0.0050 Total As Req'd 0.503 in2 As Req'd by Analysis 0.0012 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0016 f Summary Footing OK 4.00ft square x 10.Oin thick with 3- #4 bars Max Static Sal Pressure 970.83 psf Vu: Actual One -Way 18.53 psi Allow Static Soil Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 970.83 psf Vu: Actual Two -Way 49.45 psi Allow Short Term Soil Pressure 1,000.00 Of, Vn•Phi : Allow Two -Way 152.05 psi Mu :Actual 1.89 k -it` Aftemate Rebar Selections... 3 ' #4's 2 #6s 2 # 6's Mn 'Phi: Capacity 2.97 k -ft 1 #Ts 1 #8's 1 #9's . 1 #10's a . zz Estrada Engineering and Design Title: ,lob.# 728 A Plumas Street Dsgnr Date: 2:55PM, 8 MAY 02 Description Yuba City, Ca 95991 Ph. (530) 674.1681 Scope: Fax (530) 671-5257 Rev. 510002 User: KW -060429. Ver 5.1.2, 13jm1999; Win32 (c) 1983.99 ENERCALC - -' Page 1 Square Footing Desian cAenercal6serenily homes Standard CaIC Pis a 3CEK'�a'G2�'+^•.i�S3R9b;..•=`cn••.�-"•:_s!i SF.�'i:'PS•tGi, c�i4"3''w.'•ryT�lm7':^�.C'b.a""�W;^a51�mL".E>uxT,.gt�73ia"L[BR�SFTi;Li'1°' Description 4'-3" SQUARE FOOTING' " .General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements F • mom. -. .... ... .. - Dead Load ..........< ... _ .. � . 15.850 k . .. . _ . , .. . „ . ;,.� Footing Dimension - ., .:.�;.� .. - 4.250 ft ' Live Load 0.0007k Thickness 10.00 in Short Term Load 0.000 k # of Bars 4 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight ` 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000:0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1;000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 6.750 in: As to USE per foot of Width 0.150 in2 200/Fy 0.0050 Total As.Req'd 0.637 in2 As Req'd by Analysis 0.0014 in2 Min Allow % Reinf 0.0014 Min. Reinf %to'Req'd 0.0018 4.25ft square x 10..0in thick with 4- #4 bars Max Static Sal Pressure 998,34 psf Vu: Actual One -Way Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max Short Term Sal Pressure , 998.34 Of Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 Of Vn'Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 224 k -ft 4 # 4's 3 # 5's Mn • Phi: Capacity 3.71 k=ft 2 # 7's 1 # 8's Footing OK 21.21 psi 76.03 psi 58.09 psi 152.05 psi 2 # 6's 1 # 9's 1 # 10's MAX. POINT LOM ON TYPICAL CONT. EXTERIOR FOOTIN6 CONT. EXT. FOOTIN6 SEE AITAGHED GALG5: ' FOR ANALYSIS. oe MAX. ALOWFy POINT LOAD 2" (A -R. GOVT. FOOTIN6 BASED UPO z 1000 psf -ALO,OYVAABLE 50I J BR6. = 4;900 Ib.. m �_ 25" TOP OF #4 DONT. STEM WALL TO -'TOP-4BOT. BOTTOM OF FT6. MIN. O TYR EXTERIOR FTS. SECTION . Max Sal Pressure Allowable 'X Ecc, of Resultant "Y Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Footing Design 11 . . ..wz�: Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu (g Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom DL+LL -985.8 1,000.0 0.000 in 0.000 in No Overtuming No Overturning ACI 9-1 8.45 psi 0.00 psi 0.00 psi 17.44 psi 17.44 psi ACI 9-1 0.07 k -ft 0.07 k -ft 4.66 k -ft 4.66 k -ft DL+LL+ST 985.6 psf 1:,000.0 psf 0.000 in 0.000 in 1.500 :1 ACI 9=2 . 8.45 psi 0.00 psi 0.00 psi 17.44 psi 17.44 psi ACI 9-2 0.07 k -ft 0.07 k -ft 4.66 k -it 4.66 k -ft Actual Allowable Max Mu 4.657 k -ft per ft Required Steel Area • 0.190 in2 per ft Shear Stresses.... Vu 1 -Way 17.435 2 -Way 8.454 9-3 Vn « Phi 5.43 psi 152.05 psi 0.00 psi 0.00 psi 11.21 psi 11.21 psi ACI 9-3 0.05 k -ft 0.05 k -ft 2.99 k -ft 2.99 k -ft 76.03 psi 76.03 psi 76.03 psi 76.03 psi Ru /Phi 0.7 psi 0.7 psi 42.8 psi 42.8 psi Vn . Phi 76.026 psi 152.053 psi As Rea'd Job #. Estrada Engineering and Design.. Es g 9 9 .. Title: ' 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY02 0.19 in2 per ft Description :. Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530) 671.5257 5.1.2. 13•Jun•1999; V',,32 p. �ral �(,�Q F {�� �yn � s{i;�TD ��t iRC C2�,C'•• 2111t• e,K, sta„n,-da�rd CaIC 20 S EXTERIOR CONTINUOUS. FOOTING CAPACO SUPPORT POINT LOAD Description General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements Allowable Sal Bearing 1,000.0 psf Dimensions... Short Term Increase • 1.000 Width along X -X Abs • . 1.000 it Base Pedestal Height 0.000 in Length along Y -Y Axis 6.000 ft Seismic Zone 4 Footing Thickness 14.00 in Overburden Weight 0.00 psf Col Dim. Along X -X Abs 3.50 in Live & Short Term Combined Cd Dim. Along Y -Y Abs 3.50 in. fc 2,000.0 psi: Fy 40,000.0 psi: W -Steel % 0.0014 Concrete Weight. 145.00 pcf' Rebar Center To Edge Distance . 3.00 in • Loads Applied Vertical Load... Dead Load 4.900 k ...ecc along X -X Abs 0.000 in Live Load k ...ecc along Y -Y Abs 0.000 in _ Short Term Load k Creates Rotation about Y -Y Abs Creates Rotation about X -X Abs _ Applied Moments... (pressures @ left & right) (pressures @ top & bot). Dead Load Ot k -ft Live Load k -ft k -ft Short Term k -ft k -ft Creates' Rotation about Y -Y Abs Creates Rotation about X -X Abs Applied Shears... .(pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k Summary Footing Design OK m1.00ft x 6.00ft Footing, 14.Oin Thick, w/ Column Support 3.50 x 3.50in x O.Oin high Max Sal Pressure Allowable 'X Ecc, of Resultant "Y Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Footing Design 11 . . ..wz�: Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu (g Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom DL+LL -985.8 1,000.0 0.000 in 0.000 in No Overtuming No Overturning ACI 9-1 8.45 psi 0.00 psi 0.00 psi 17.44 psi 17.44 psi ACI 9-1 0.07 k -ft 0.07 k -ft 4.66 k -ft 4.66 k -ft DL+LL+ST 985.6 psf 1:,000.0 psf 0.000 in 0.000 in 1.500 :1 ACI 9=2 . 8.45 psi 0.00 psi 0.00 psi 17.44 psi 17.44 psi ACI 9-2 0.07 k -ft 0.07 k -ft 4.66 k -it 4.66 k -ft Actual Allowable Max Mu 4.657 k -ft per ft Required Steel Area • 0.190 in2 per ft Shear Stresses.... Vu 1 -Way 17.435 2 -Way 8.454 9-3 Vn « Phi 5.43 psi 152.05 psi 0.00 psi 0.00 psi 11.21 psi 11.21 psi ACI 9-3 0.05 k -ft 0.05 k -ft 2.99 k -ft 2.99 k -ft 76.03 psi 76.03 psi 76.03 psi 76.03 psi Ru /Phi 0.7 psi 0.7 psi 42.8 psi 42.8 psi Vn . Phi 76.026 psi 152.053 psi As Rea'd 0.18 in2 per ft 0.18 in2 per ft 0.19 in2 per It 0.19 in2 per ft ., Job # Estrada Engineering and Design - 9 9 9 Title: 728 A Plumas Street Dsgnr: Date: 2:55PM, 8 MAY 02. Description .Yuba City, Ca 95991 Ph. (530) 674-1681 .. Scope: Fax (530)671-5257 Rev 510002 - LUser: Y,W 060429, Ver 5.1.2, 13•Jun 19?9. WIn32 -99 (c) 1983-99 a [► p g ry Page 2 General FQ`oCti1ig A.1:'tca(ysis & [designCALC . Aener�lc\s renii,yn y homes aS�a20P5 EN R' wvt7 rla&P�tlifrc�lits"Su�4 ''a"4 u�`II' S'lEi"a°uiE�ZR.0 u^'_NLPew? ;5 ' : PaCa.:;:: kss'^S.• 1a4dard Description EXTERIOR CONTINUOUS FOOTING'CAPACITY TO SUPPORT POINT LOAD, . Soil Pressure Summary Service Load Sal Pressures Left Right Top Bottom DL + LL 985.83 985.83 985.83 985.83 psf DL + LL + ST 985.83 985.83 985.83 985.83 psf Factored Load Soil Pressures, ACI Eq. 9-1 1,380.17 1,380.17 1,380.17 1,380.17 psf ACI Eq. 9-2 1,380.17 1,380.17 1,380.17 1,380.17 psf ACI Eq. 9-3 887.25 887.25 887.25 887.25 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL., 1.400 ACI 9-2iGroup Factor 0.750. UBC 1921.2.7" 1.4" Factor 1.400 ACI 9=1 & 9-2 LL 1.700 ACI 9-3bead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI. 9-1 & 9-2 ST 1.700 ACI 9.3Short Term Factor 1.300 - ....seismic = ST • : 1.100 F ` I r . J • ___ �___—�—__---_—_—_--.-------_—_--.— _----------- _ 'I' -BEAM J- TE I TE------ 1 11 SEE TYPICAL Fmli(DAT1C+f uTOUT I , iNCtT FSR SP'EKED MMP'�T:ON , Allml 1COLU EN FTTJNOAT7� ------ CENTER LINE TYPICAL 21 SEE COU>1D1 SUPPORT REOUIREMCNf UP REOU1RENEHTS AT .A.� F' I, 1 SWEET FCA SUPPORT THE MY. UNE. FOR 31 REFER IN SCiIID NSIZE' "A SDIL ENDING 4 PAD 512E INiORNATI6N C .r I 1 � LINE TYPICAL 'I' -BEAN_____________ 0 • CENTER ___----____ in cn MARRIAGE LINE i_---------------- l -- ----------- - in --------------- ____' ---------------=---- TYPICAL 'I' -BEAM -J " CENTER LINE DASHED LINES ARE 'THE CENTER LINE OF o o ' ,-HA F THE -I-BEAN' cu LINE TYPICAL 'I'-EEAM-1— --_CENTER ---- ___-_____-- ------------------- —__-___ HiTCN EIS ----------------- rol MARRIAGE LINE----�--------------- i --------- -------- GAS o _ ----------'-------- ---- --------------------- TYPICAL 'I' -BEAM -J ------- ------------ CENTER LINE �r•-HALF '" - CENTER LINE TYPICAL 'I' -BEAM'\ -------------- __--_ ------ -----------------in • I .. .. . ' I WCC HW i GARAGE LOCATION . m v N 1 W , i NW J ar IIA�E FUQUA HOMES FUOUA HOMES INC. v ADD GA DINS H 2-2 -02 ppnyl f�F u�Eht ADD`ARAG4 LaCATIDH HCH z-�-D2 m ,,,� rum �- InE FOUNDATION LAYOUT 1392D . ' rEvISfON . ' 4Y •MTC 1[A[ 7/f6-�1`•C . 04/15%02 14:34 FAX 1 541 382 3088 _FUQUA HOMES —.. wjvucivuo _ .BEND,OREGON DIVISION CSR -1392D-30 HOMES INC.. FUQUA .ARLINGTON, TEXAS COLUMN SUPPORT REQUIREMENTS APPROVAL: . MODEL: _ 1392D. F.Z.DE AL MA;�FACTU ED W ' � HOUSING G f,FETY.UTANDARD'a c.� o ROOF . LIVE LOAD: 30.. . Q. OCT 1 1 2001 � 4- ROOF DEAD "LOAD: 0 .20LENGTH: 56'-0" WIDTH: 38'-6". . HAL 0 0 .� cu 01 Lr) A I " #4 . F I qZ #1 I E o J If 'o o 7 r m m I gi I" I m co d M N #9 116,II H ( #6I G L. _ #10 K J Sgil RI IQ#SIM R. m Al C .Q M tL _ ~ N .r \ � I I o W in " COL. # " DOWNWARD LOAD (LBS) COL. # DOWNWARD LOAD (LOS) COL. DOWNWARD LOAD (LBS) 1 4449 7 2053 2 4449 8 4299 3 1519 9 4257 4 1775 10 3829 5 834 11 3836 6 2118 l TO No By ITY D BEARING MUSTBE LOADA-AC3200NLBS. ITy . 150 DIVIDING FOOTING SI ROR DOWNWARD LPAD, EX. BEARINGERMII 3200 LBS o FOOTING SIZE = 150—F 2.13 SQ Ft. MARRIAGE LINE WALLS TRANSFER LOADING 0 = INSTALL MIN. 4000 RATED PIERS AT 32" O.C. BELOW err QFTtIP UANUAL FOR FOOTING REQUIREMENTS. SET PIERS 16" ON ENDS. Nov 05 02 05:04p ESTRRDR ENGINEERING 530 G71 5257 p.2 November 5, 2002 Added lateral design calculations for floor diaphragm connection to foundation STRUCTURAL CALCULATIONS FOR SERENITY HOMES - FUQUA MODEL CSR -1392d-30 FOUNDATION ONLY 30 PSF ROOF LIVE LOAD AND 40 PSF FLOOR LIVE LOAD added lateral design calculations OWNER: PROJECT LOCATION CONTRACTOR: Don and Bobby Spiess 292 Toyan Hills Dr. Oroville, Ca As specified by SRM contracting Steve Midkiff STRUCTURAL C LCULATIONS BY: Q�oQ E sr lF ¢ C 0661 a' Exp. 3-31'-03 s'lgr CIVIL. ��\P FOF (;At1F� ROBERT W. ESTRADA R.C.E. #C040661 JOB #E02-048 Pages 1-3 Nov 05 02 05:05p ESTRADA ENGINEERING 530 G71 5257 p.3 LATERAL D>m5ION POR }FLOOR DIA1mHRA� GONNl= MON TO POIJN»ATION T'YP I GAL TRIPLE WIDE UNITI NOTE: THE ATTAGMED GALWLATION I5 FOR AN r TRIPLE WIDE UNIT HITH THE FOLLONIN6 MAXIMUM DIMENSIONS 38'-6' WIDE X 36' LON6 TO 68' LONG. NOTE THAT THE WOR5T GA5E SHEAR I5 COMPUTED AND USED FOR DE516N IN EACH DIRECTION. 513= PLAN VIEW AND SEGTION BELOW: WIND - BA5I6 WIND SPEED 75 mph Exposure G Ce= 1.06 0-15 ft Gq= 1.3 qs= 14.5 psf I = 1.0 V,WInd - Ge+Gg°gs'I Wwlnd = 1.06 ° 1.3 ' 14.5psf • 1.0 = 20 psf Note: Nhere wind toads are computed in the longitudinal direction, the full ridge height is used over the entire width of the building to design with a conservattve loading In the longit. direction. C m O� The calculation for longit, shear at the foundation uses the shortest possible longlt. building length so that the foundation connections are conservatively designed for the highest loading. i 44 AA ! F— Wwlnd toad 4 • ��' J AA 36' TO b8' LONG - LONGIT. TYPICAL PLAN Vial r r Q en 3B'-6" TRAN5VER5E r"PIGAL 51dG1I0N AA WIND LOAD LONGITUDINAL: Pa = Pb = 20 psf x 13' x 38.5'/2 wall Imes = 5005# Longitudinal shear: va = vb = 5,005 lbs/ 36' = 139.0#/if Anchorage of the foundation in the longitudinal direction shall be: Simpson MAS or MASB anchors at 36' o.G. Gopacity = 120 #/anchor parallel to grain = 7209/anchor / 3' anchor spacing = 240#/If capacity in longit. direction (IE ALON6 LINES a AND b). Ok WIND LOAD TRANSVERSE: Pi = P2 - 20 psf x 13' x 68'/2 wail Imes = 8,840# Transverse shear: vl = v2 = 8,040 lbs/ 38.5'=189.0#/If Anchorage of the foundation in the transverse direction shall be: Simpson HAS or MA50 anchors at Ld' O,_c. Capacity = 720 i3/anchor parallel to grain = 720#/anchor /.1.5' anchor spacing = 360#/If capacity In transverse. direction (IE AL.ON6 LINES i AND 2). Ok A-1♦ALF _ MARRIAGE LiNE 041ALF MARRIAGE LINE G -HALF J AA 36' TO b8' LONG - LONGIT. TYPICAL PLAN Vial r r Q en 3B'-6" TRAN5VER5E r"PIGAL 51dG1I0N AA WIND LOAD LONGITUDINAL: Pa = Pb = 20 psf x 13' x 38.5'/2 wall Imes = 5005# Longitudinal shear: va = vb = 5,005 lbs/ 36' = 139.0#/if Anchorage of the foundation in the longitudinal direction shall be: Simpson MAS or MASB anchors at 36' o.G. Gopacity = 120 #/anchor parallel to grain = 7209/anchor / 3' anchor spacing = 240#/If capacity in longit. direction (IE ALON6 LINES a AND b). Ok WIND LOAD TRANSVERSE: Pi = P2 - 20 psf x 13' x 68'/2 wail Imes = 8,840# Transverse shear: vl = v2 = 8,040 lbs/ 38.5'=189.0#/If Anchorage of the foundation in the transverse direction shall be: Simpson HAS or MA50 anchors at Ld' O,_c. Capacity = 720 i3/anchor parallel to grain = 720#/anchor /.1.5' anchor spacing = 360#/If capacity In transverse. direction (IE AL.ON6 LINES i AND 2). Ok 6 Nov 05 02 05:05p ESTRRDR ENGINEERING 530 671 5257 p.4 U5E 1/2" 05B OR 5-nW6TURAL PANEL 5HEATHIN6 8d COMMON OR 6ALV.'BOX AT 4" 0.6- PANEL E96E5 (E.N.) CAPACITY = 380#/LF PER TABLE 23-11-1-1 OK SEE DETAILS AND (3) ATTACHED FOR SHEAR TRANSFER REQUIREtMENTS NOTE: THERE I5 NO DETAIL O1 IN THI5 GALCULATION SET. THE DETAIL NUMBERS, REQ-ERENGED MATCH TH05E ON SHEET 52 OF THE PLAN5. REMOVE (E_) BOTTOM TRIM AS REQUIRED To INSTALL Z BAR FLASHING. 26GA Z BAR FLASHING EXTENDED UNDER (E) E.N_ 51DINO 4 OVER TRIM —\ "Z" BAR FLA5HIN5 E.N. 1/2" 0.5.B. STRUCTURAL PANG SIDING OR SHEATHING OVER VAPOR BARRIER E.N. W/ 8d ® 4" O.G. — SIMPSON MA5 OR MA56 MUDSILL ANCHORS I8" O,G, AND WITHIN 12" bT^AT ENDS AND SPLIGE5 (EJ GOAGH FRAMING !F) rnAC.H RIM JOIST TYP. SHEAR TRANSFER At ENDNALL 13 Nov 05 02 05:05p ESTRADA ENGINEERING 530 671 5257 p.5 IWANSM AT STWJG E*ZL SHEATHING USE 1/2" 0513 OR 5TRUGTURAL PANEL SHEATHING bd GOMMON OR 6ALV. BOX AT 4" O.G. PANEL E06E5 (E.N.) CAPA61TY = 3b0#/LF PER TABLE 23-11-1-1 OK 5EE DEfAIL5 ® AND ® ATTAGHED FOR 5HEAR TRAN5FER REQUIREMENT5 NATE: THERE I5 NO DETAIL1Q IN THIS CALCULATION 5ET. THE DETAIL NUMBERS REFERENCED MATCH TH05E ON SHEET 52 OF THE PLAN5. GOA( H FRAMIN6 "Z" BAR FLA5HIN6 I/2" O.S.B. 5TRUGIUR, PANEL 510ING OR 51 - OVER VAPOR BARRI E.N. bd d 4" 51MP50N MAS OR M/ MU05ILL ANCHORS d 36" O.G. AND WITHIN OF ALL EN05 AND 5 TYf�: !SHEAR TRANSFER AT EXTERIOR S I PE-HALsLs r Department of Development Services Building Division ` 7 County Center Drive " Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. c Owner: �Q/J JP C��S Phone: �q '-Zci©`I Mailing Address PO box 4 FF�1 qfi0�- FALL&' CA-- gTWO Site Address: ?90 . -(Z!/64 AP LLS ba 0% ((U -E 9 S-%�6 Assessor's Parcel Number: 01 1 -�-')I0OO -I Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL INFORMATION: OVER 1. Is there a primary dwelling on the property? Yes MNoO 2. Is the structure already built, under construction, or under notice of code violation? Yes VNo 97 3. Will items produced in this building be offered for sale? Yes 0 No 4. Will the public have access to this building? Yes ❑ No [V 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No (D` SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 9- 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No Er 3. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No B" 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No [ CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No []' 11. Will this building be heated or cooled? Yes E] No 12. Will this building have a water closet/toilet? Yes 0 No 13. Will this building have a sink? Yes ❑ No Ey 14. Will this building have a water heater? - Yes ❑ No (2- 15. ,.. n What type of floor covering %ill the building have? co 16. What type of %wall covering will the building have? VV\ G TA-L— f' - — OVER 1 of 2 PROPOSED USE: (check only one box) .r ! . 1. 1hesidential Storage Shed — I will be storing /A -m this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is rMuired. 3. ❑ Residential Carport — A covered stricture intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked 94, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office [Q�, Workshop' ❑ Home Occupancy' ❑ Other— Use = t. n�,be orwe ' r �t✓ k �— L2,1c�t) l/ �� :. M= be approved by the Buse County Pluming Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print P / LF SS Owner's Signature: Date: 3-/S- O q 2 of 2 l February 26, 2004 Reference: Parcel #071-510-009 To whom it may concern: Butte County California SUBJECT: PERMISSION TO ACT AS AGENT Let it be known that as the owners of and trustees concerning the above mentioned parcel in Butte County, California, we give permission to Patrick Zech to act as agent on our behalf for the purpose of obtaining any and all building permits for the aforementioned property. This permission extends to any existing and/or future structures, located on the property. _ Sincerely, jF, FIA r"MOW-0 M� M G � - If 290 TOYON HILLS DRIVE OROVILLE, CALIFORNIA 95966 October 8, 2002 Donald & Bobbie Spiess 290 Toyon Hills Drive Oroville, CA 95966 CERTIFIED MAIL Re: Minor Use PermitrAP 071-510-009 Mr. & Mrs. Spiess: ut to coun t L A N D O F NATURAL W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed is your validated Minor (Use Permit No. M�UP 02=22,to allow Minor Use Permit for a permanent 2nd dwelling. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Diane Lewellen OAIH Enc. cc: Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry (gld) r MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION: OCT DATE: Certified Mail Rec.) MUP 02-22 PERMIT NO. 071-510-009 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Donald Spiess is hereby granted a Minor Use Permit in accordance with application filed: Minor Use Permit for a permanent Second Dwelling Unit, in an non -urban area zoned AR 2 on an 5 -acre parcel. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-41. 2. Unless otherwise provided for in a special condition to this Minor Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the delivery of the countersigned permit to the Permittee. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: Planning Division Prior to issuance of a building permit for the second dwelling unit, the property owner shall execute and record a covenant running with the land. A copy of the recorded covenant shall be submitted to the Planning Division and the Building Division. The covenant shall be on a form approved by the Department of Development Services and shall: s (a) Stipulate the occupancy requirement of Condition 2, below; (b) Prohibit any land division, merger, or lot line adjustment that results in a parcel containing the two dwellings, which is less than twice the minimum parcel size requirement of the zone; (c) Stipulate that any land division proposing to place the dwellings on separate parcels must meet all the zoning and development requirements for dividing land in Butte County, including, but not limited to: lot size, lot configuration, septic requirements, and setback standards of the zone in which the parcel is located; and (d) , Stipulate that if all such'zoning and development requirements cannot be met, the parcel shall not be divided. 2. The owner of the parcel or lot must occupy either the main dwelling or the Second Dwelling Unit. Environmental Health 3. Under County Permit, install additional leachfield area that meets Butte County Environmental Health Division requirements for a new dwelling. Fire Department/CDF 4. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. 5. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. Building Division 6. Building Permits Required. Prepare four (4) sets of construction plans and make an application for permit. Construction shall comply with federal, state, and local regulations. Plans shall be prepared, sealed and signed by a California Licensed Architect or Registered Engineer for non-residential buildings and certain residential buildings. 7. Proposed improvements shall comply with Title 24 energy conservation regulations. Appropriate compliance forms (two sets) shall be submitted indicating compliance with those standards. 8. Development fees for the proposed residential improvements shall be paid prior to the issuance of building permits. The fees shall be those in effect at time of application, and shall include, but not be limited to, School Fees, Park and Recreation District fees, Water and Sewer Service Fees, Permit and Plan Check fees, and Fire Protection Fees. Other N 9. Applicant must comply with all other applicable State and local statutes, ordinances, and regulations. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte ,,County Planning Commission Chairman CC: Land Development Division Building Division Health Department Butte County Fire Department/CDF Assessors Office . 3 Assessor's Parcel Number: 'Scale: 1 0 T tF t'% n Owner Name 5 pit,,-ps C1 Address/ Phone No. ROBOX 14- P6AM-FAU..5 9S 40 530-589-4qO- Site Location ),q() T-0yotJ HLUS DRIVE- 0 Contact. Name PAI� Phone* , s'30-6"Sq-&330 Oda 2% 2= v c ,4♦`G H 4 f3 -7f s � ' k" Ta fF.ATNFR L/ Sl Tt LO TION II cRAry I TO D PARK _SC.- ALE / = 2 :00 31 COHIOUR l6li- •R04t.' 40 Fkr�rI ,` -- �V1 lei �-� �r.L / I SES . 30 0. IV .. ,140 To YONT � SEE DEAL Z EC �-1 SC A L E/ "Ji s J/ , I ' I , ' per, po��'b � c �t 07/-5/o ��- Ek sz6pt 7o4ML Z�3y!�1 f 4 i Z? 0 TO YO/v NIL L 5 D. 23 f A7 .5 J ZD hl Rr 32, FTI ,` -- �V1 lei �-� �r.L / I SES . 30 0. IV .. ,140 To YONT � SEE DEAL Z EC �-1 SC A L E/ "Ji s J/ , I ' I , ' 'p" poi Dwt:u-t 07/-5/o ��- Ek sz6pt To'rA L Z? 0 TO YO/v NIL L 5 D. A7 .5 J ZD hl Rr PL UM H _S k K ' � �• ____ \ � I r - Vis' �.,,.�' � ? i ' 7 j- _ •-,� � lfl � F�aML r r ' { j ! -44 l SEE DETAIL SP/ESS N ___ _ �•_ _ i //"// SCALE ,� „ ' 50 r y` cs�w, i '�\ 308 's ro o/cw1u.E / " : 2000' -- 4 ,800 , i (TE PLAIV pop T110 IA�v' 0 f -5'L-/14 - Al W '/4 A NO V E 1/4 - S W 1/4 /Al .� E �. T /oo'1f 50/ f 2O�'l fi c, /��(9� t BUT,E CO., CA Development Plan E (' E Q V E DATE 1 8 2''" USE PERMIT VARIANCE JUN 2 0 2002 MINOR U.P. �ADM.PERMIT— -BUTTE COUNTY PLANNING COMMISS. PLANNING DIVISION EV VAAil-5FLIM`✓ VVOf� rii I`E IOZACF . 6ZD%SILL t- �53a SC3°- 5/93 k n R' • 07/-5/o 7 r HI Z? 0 TO YO/v NIL L 5 D. A7 .5 J ZD hl Rr FTI IL r=. C Cr Ex / s; T/U5 C SAti'G1_ �, Iv 60 1J11Vf,AR.Y Il'Vr-ORMA Ti OI! 544 A,) 8 M E1: i ER' /AL A/0, -- 4 ,800 , i (TE PLAIV pop T110 IA�v' 0 f -5'L-/14 - Al W '/4 A NO V E 1/4 - S W 1/4 /Al .� E �. T /oo'1f 50/ f 2O�'l fi c, /��(9� t BUT,E CO., CA Development Plan E (' E Q V E DATE 1 8 2''" USE PERMIT VARIANCE JUN 2 0 2002 MINOR U.P. �ADM.PERMIT— -BUTTE COUNTY PLANNING COMMISS. PLANNING DIVISION EV VAAil-5FLIM`✓ VVOf� rii I`E IOZACF . 6ZD%SILL t- �53a SC3°- 5/93 k n R' •