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027-060-016
ROTES -RESIDENTIAL zr1_6 _G .� S 027-0tiO4) .6_54 9 PERMIT NO. GORMAN, RICHARD BOHEMIA, OROVILLE ��ID -E � Cont: OWNER NEW MH ON PERM FND do 7 3 r, — — — 11 A��O-K )i_ ra&- rm"�" 4 wol &01 IN OFFICE COPY 1 I Bldg Permit: 1 Address: f i f` v GAS By: T Date: ? Electric By 1 1 , Date � 11 SPECIAL CONDITIONS I CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER G k JOB.FINALED (Date) Signature -S; i'� .14 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538.7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP05111.9 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION _ s' I hereby affirm under penalty of perjury that I am licensed under Issued Date' 05/27/2005 APN: 027-060-016-000 ' provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 2875 BOHEMIA AVE PAL License Class : License Number: Map Index: Date: Contractor: Description: NEW MH ON PERM FND(2760)GAR(2760) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GORMAN, RICHARD permit to construct, alter, improve, demolish, or repair any structure, prior 2049 RAPALLO WAY 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 BAY POINT, CA the Contractor's Slate License Law (Chapter 9 commencing with Section 94565 7000) of Division 3 of the Business and Professions Code) or that he or 925-709-0108 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with. wages as their sole compensation, will do the work, and -the- structure Is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: GORMAN, RICHARD Code: The Contractors' $.late License Law does not apply to an 2049 RAPALLO WAY owner of property who builds or Improves thereon, and who does BAY POINT, CA such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for 94565 sale. If however, the building or Improvements are sold within one 925-709-0108 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 Contractor: and Professions Code. The Contractors' Stale License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ lam Exempt under Article 3 of the Business and ProfessI ns Code Date:, Z7�U Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 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 insurance carrier and policy number are: Carrier: Total Square Ft: 5520 S.F. Valuation: $245,640.00 Policy #: Census Code: dr I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ' Applicant: WARNING: Failure to secure workers' compensation coverage Is to criminal and one / unlawful, and shall subject an employer penalties hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3708 of the Labor code. interest, and attorney's_ fees. n� p Y CONSTRUCTION LENDING AGENCY This permit Is hereby Issue under the applicable provisions of the Butte County Code and/or I hereby affirm That there is a construction lending agency for the 3097 Clv.) Resolutions to do k i caled above for which fees have been paid. 'i �� performance of the work for which this permit is Issued (Sec B • Dale: y Name: PERMIT EXPIRES ON: Address: ' 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. ❑', Notification in accordance with Section 1827.5 of California Health 6 Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with ,all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby 'buthorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.` r % Print Name: �t G� �{ � � CLI` ^� r" �^ ySignature: Dale: *Owner 0 Contractor 0 Agent for Owner 0 Agent for Contractor J=OK 0 = Not OK e = Not Ready NotApplicabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PE ANENT END SYSTEM (ONLY) Date . ,Zoning Requirements -Setbacks -Easements 2( Fa6tings; 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 G� 3 Date a� Card B-1 W Date Card B-1 Card B-1 Date Card B-1 Ja,e_ 4e2 res, s.J 6acA 9 ti �lvd fo/L /1+ Li c-4 9%3/0 rr- ak ro MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. 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/0 -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 AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral 0 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 & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Cana 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 -Meth. 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 InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters ❑ Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO5111,9 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION a I hereby affirm under penalty of perjury that I am licensed under Issued Date: 05/27/2005 APN: 027.060-016-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 2875 BOHEMIA AVE PAL License Class : License Number. Map Index: Date: Contractor: Description: NEW MH ON PERM FND(2760)GAR(2760) OWNER -BUILDER DECLARATION I hereby affirm under penally 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 Owner: GORMAN, RICHARD permit to construct, alter, improve, demolish, or repair any structure, prior 2049 RAPALLO WAY 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 BAY POINT, CA the Contractor's State License Law (Chapter 9 commencing with Section 94565 7000) of Division 3 of the Business and Professions Code) or that he or 925-709-0108 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and -the- structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: GORMAN, RICHARD Code: The Contractors' Stale License Law does not apply to an 2049 RAPALLO WAY owner of property who builds or improves thereon, and who does BAY POINT, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 94565 sale. If however, the building or Improvements are sold within one 925-709-0108 year of completion, the owner -builder will have the burden of proving that he or she did not.build or Improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting 'with licensed contractors. to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O 1 am Exempl under Article 3 of the Business and Profess) ns Code Date: —Z—6!fOwner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 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 insurance carrier and policy number are: Carrier: Total Square Ft: 5520 S.F. Valuation: $245,640.00 Policy #: Census Code: I� I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3708 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby Issueo under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the the work for which this is issued (Sec 3097 Clv.) Resolutions to do k i sated above for which fees have been paid. performance of permit Name: By. Dale: PERMIT EXPIRES ON: Address: 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. ❑', Notification in accordance with Section 18827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with .all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby .,.all representatives of Butte County to enter upon the above mentioned property for Inspection purposes.` {p Print Name: '! t C L f% AA o ti. Signature: Date: =Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buftecounty.net/dds "PLEASE PRINT CLEARLY" ARCHITECT NGINEER OWNER Last Nae G V Q Wfft Name �{ r Address a f.C%u City Q Po r cil State Zip L Phone 707 Q 43Fax ^Xz _ O E-mail Lic. # ARCHITECT NGINEER CONTRACTOR Name V Q Address 1 a City Sa Z' Stated, A Zip Phone _ TO ` 2 40w F x _ 6 E-mail Lic. # Class ARCHITECT NGINEER Name David m E Address 5o ' e% CitYs- i►1l✓ i2 �C� epi Site Z' Phone , /_ t�a i FLa E-mail State License Number APPLICANT SIGNATURE t~ X Jw�n A2:n MIL4C14-- For office use only: Zoning Flood Zone I I(SRA Yes No . APPLICANT NAME Name �o l nrd Address ,� Date Approved: �a0o Cit Staff Zi mr �v C.S Ph o a Fax � 70 q 0 0 "* 7 0 7 0 0 19 E-mail APPLICANT SIGNATURE t~ X Jw�n A2:n MIL4C14-- For office use only: Zoning Flood Zone I I(SRA Yes No . Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. S/%/ BIN # LOCATION AP# 02—? -060 Property Address City. s ross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Nov Mk F 760 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request bythe person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. lj g Z Received by- Amount: / Bldg 9'SsRA Receipt #: �11 Sheriff ./-SMIP �� Other Date: L REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a D rmit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK I 1. Site plans, 3 r 4 sets, signed by the preparer of the plans. No graph paper! 2. Complete plans, 3br 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 3. Engineered truss details and layouts in duplicate (if required). No faxes! 4. Energy compliance design and supporting documentation in duplicate. 5. Statement of Intent fo on -heated and or Non -Residential B. 'Id!ngs. 6. Manufactured homes ( installation in t, (B Marriage line info(C) loor Pla , Ti wn fnd a ' duplicate. 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) levations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 9. Site plan and business license approval from the City of Biggs. 10. Letter of intent for non-residential buildings. 11. Detached Accessory Building Form filled out by the owner (if required). 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. 3. California Department of Forestry plan approval (if required). 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupkn�<, ❑ 6. Contractor's license information. (Number, Name Style, Classification). / ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). \ J ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. �J ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. j a A 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION UFORMSSUILDING F0RMS\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 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:�� r �'�/ Ll ` ,�1J ASSESSOR PARCEL NUMBER Proposed Building Use: NeW A4 f4 J fl -t,4 fivND ) DA-IwrPermit Technician: / Date: L/ 2-67 -0 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. A2. 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fndw plans, all in . duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) tJ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the City of Biggs .............................. g p� 23. California Department of Forestr Ian approval �. Sentiiy 1 24. Planning approval for (A) Use: W(B)Parking: (C) Parcel Check:.....'-�- O� 25. Contact Land Development about lUi1d _ Improvements, _ Drainage ....................... .................................................... 26. NPDES Form......................................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... \ ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 1. Letter of Signature authorization.................................................................... 2. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or a hired permits.......................6��-6 ................... 34. Deed Restriction .......... .................................................... ........... 33�Legal description, M.H. Title, title search, registration...................... 36. Other: ❑ 37. Other: When issued Telephone /�� % f Z5-70-0/0(%nd hold for pickup. I have been informed of the above items and equirements for obtaining a building permit. Applicant: Date: 1. Index permit application for a above it u Plan Check Le ter 2. Ad " items required b ontract ,designer, was ad se of the ve data tf ne, ❑mail, ❑ counter, by ate: Con ractor, design , owne ,was advised of the above dat5 y phone, ❑ mail, ❑ counter, by te: t Contractor, designer, o ner s advised of the abov data by. ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: _ Plans approved by: Date: Structural reviewed by: Date: Structural approved Date. -f7 Note transfer by: Date: Yellow: Building Division E.M. USE ONLY Rat Plan Attechod Floor Plan Atuchod Santo B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance `L2,i�- �� "nl)Q a- —^d Owner Location AP# Pian Approved for: Sewage Disposa Water Supply: Pu 1' Private Well Clearance for dwelling. Other4-—a. Hold final for: Final clearance O.K. for: NOTE: Envi 8/96 ental Health Specialist mos-111�' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER 6*ZA-1AA--tJ 1 Aumvu PROPROSED BUILDING USE NL --7^J A PAP -1 f`0 IdAxt6er- A.P. # 0Z-7 _ ©60 —6 G6 DATE >6 0 5 1 RECEIPT # =. BUILDING PERMIT FEES 5 - - / --- FEMA Flood elevation review ... $ --- dditional plan checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units C ercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES F2-�_A_rHzrZfz lei dLVz_ (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES OUNTY WIDE (per dwelling) $ tip O�Z"J, CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ TH CHICO SPECIFIC PLAN (per. dwelling) Zoning SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 9 $. DATE REC. 5A-1 7. WATER TENDER FEES BATTALION # $ 00 (paid at Building Division) 8. SMIP � - I�=� 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE 'T ��15 ' 9 0OL-5 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) BUTTE COUNTY DEVELOPMENT FEE 'CERTIFICATION FORM EATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel N Property Owner (s)_ Project Location /Ad Subdivision Name Building Permit Number y New Development Assessable Sq. Ftge Type of Residential Development (check one) Single Family -Detached Alteration/Addition(s) Non -Residential to Residential V/Mobile home Mobile home replacement Demo Perit (date issued ) Comments: FRRPD 0 CARD ❑ PRPD ❑ DRPD certifies that: ' Applicant Name Phone Number �20qF bo8Q�, raI�— Marling Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: / '� Paid by Cash: Recreation and Park District Representative KAFORMSMILDING FORMS\park-rec standard form rev Ldoc per unit for a total of $ �- per sq foot for a total of $ Receipt N Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department No / 6 G) L/, 7 �f/D_lC) 5 - Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �9 'One form per Building, School District Building Department No. A.P. Number Jurisdiction: city County Property Owner t y (94 4 Z _L! a Property LocabordAddress L yvr) e!�L/ja (Villf-11411 Subdivision Lot No. .................. . ....................................... ..................................... Residential Development [T] EZ' Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # -(No foundation inspection) k....................................................................... ! ....................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) —LZ) Building Department Representative Date-" i District Identification, No. 0503 01D K.�U 1( I' (I ' /^, chool District certifies that b)lm - "'a (Applicant) �d 9 ) 70 - 01 M (Street Address) (Phone Number) 9f has complied with the requirements of Resolution No. representing Oi —7 3 �3,/Xsquare feet. School District Representative Paid by Checl�/# Remarks: N (State) (Zip Code) by payment of $ FULL 2926 $ MM TIO N $ Date No*@: You may protest the lmposfflw of the fen Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written protest will'prohlbit you from challenging the Imposition of the fen In any court action. R, subsequent to the School District Representative signing this .Butte County Schools Impact Fee Certification Form, the School. ft.trict Is mortified by the applicable Local Planning Agency that this project Is being reviewed underthe Cattlomia EnvlronmmW Quality Act (CEQA). this project may be subject to adcUtIonall school fen to fully nAlgaft. its Impact on the school dbbkft schools. White (applicant), Yellow (building department), Pink (school district.) feeform.xIs 110/03)dm.m p,?iSTMENT Co 6vT7" °° , '�; °° 11�L1C WD¢�5 Department J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538.7266 (FAX) 538-7171 A National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE] Project Description: N&2 -V A411 / PRS , G�6o�7- Project Location and/or Parcel Number: o `27 - 060-z�/6 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of . California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed:. , Title: O ri) a V MM Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 RI'.C'I:1 �.a"G'u'U<�.4:��ai�•"4r�tiFi��'z3::r.=^n'?u".i,JSiw ^„`d',.':4>i5"`? Y>:a:y : :�?.: , Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma' r labor and material for construction of this proposed property improvement: YESkNO [ I 2. I HAVE HAVE NOT [ J signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: MSIM "I ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ll PROPERTY OWNER,I DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/412004 Butte County Department of Development Services ADMINISTRATION `BUILDING' GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Intemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. Vieir4 C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. t i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS - 24. HOUR INSPECTION#: OROVILLE: (530) 538-1636 • CHICO: (530) 891-2834 *AV 03 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" ARCHITECT NGINEER - OWNER Last Name U� ^ A4 CE F' t Name r Address y a t c>a CityQa o' WState Zip ^ Zip _ Phone .707 Q Q © Fax ... O E-mail Lic. # ARCHITECT NGINEER - CONTRACTOR Name AddressoO i % / Address I'6 City go Z' StateC A r Zip ^ Phone _ / O F x _ a Co E-mail c1 O r Lic. # Class ARCHITECT NGINEER - Name f 1, Name AddressoO i % / e, 4i 5 City er�rne>?!(� State Z' Phone _ Fa E-mail State License Number APPLICANT SIGNATURE L X For office use only: , APPLICANT NAME Name Flood Zone t G . a •e• c> � Address _ 1 Occ. 00 ca ia%CL Cit Map Book Stat, Zi ` c1 O r 7 - S '70 Phoney_ Fax 7 0 0 , 7 0 `l 0 G E-mail APPLICANT SIGNATURE L X For office use only: , Zoning P,— Flood Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name - - Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPO 5S// BIN & LOCATION AP# 02-?--ObO -616 Property Address City. Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage X60 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. (/ G• `7 G Received by: Amount: I / Bldg SRA Receipt #: 1� Sheriff SMTP �Other Date: r� L Total K TORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 CDF FIRE SAFE REQUIREMENTS Aft Ad PERMIT # 05- � NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County- Fire Department and made a part of this permit. These requirements are 11 Jl minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. T Driveway Standards , . [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall ' provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. I Driveway Radius R pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq 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 T feet radius. x pq Turnarounds. If required, will have a minimum tuming radius of 40 feet from the I center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Q [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. D Gates pq 1 . Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway, 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T S Setback for Structure Defensible Space Pq Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. F ,;: ;; �.:, 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 below. [x) Disposal of Vegetation and Fuels: Disposal, including chi i removal to a landfill site approved by the local jurisdiction of flammab e'vegetat oIn and fuels caused by site development and construction, road and driveway construction. R Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓. Class A or B roof ✓ Enclosed eaves [) If Building Setback is Less Than 15 Feet — E ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient (3 Interior automaticsprinkler system setback (3 Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: o Stucco — 3 coat I o Hardi-Board or Plank 1 o Masonry o Masonry Veneer R o Metal 1 o Other Butte County Fire Department approved materials E E Dat e Signature T S. 0 PACIFIC CONSULTING ENGINEERS 2150 BELL AVE., #145 SACRAMENTO CA. 95838 Ph. 916-064-0028 FAX 916-064-0029 VERTICAL DESIGN RIDGE BEAM SUPPORTS WYANE SILGER 11476 E McKineley Ave., Sanzer, CA 93657 (408) 483-273 Fax: (408) 993-0145 Input Data: DATE: 1/24/05 JOB No. 05-183 MARLETTE 2039-4 RICH GORMAN PALERMO CITRUS, CA Lot #16 APN: 027-060-016-000 Roof Live Load RI = 20 psf Roof Dead Load: _ Rd = 10 psf Floor Live Load: FI = 40 psf Floor Dead Load: Fd = 10 psf Building Module Width: D = 13.33 feet Metal Pier: P = 4,000 lbs Cross Beams P1 = 5,000 lbs Soil Bearing Pressure: S = 11,000 psf Calculations: Max. Chassis Support Location 8' - 0" O.C. Vertical Load at Side Wall: Loads at Side Wall: W=(RI+Rd)x(Dx3/2)+(FI+Fd) x D/2 = 933 psf Loads at 8 ft. O.C. to Side Wall W x 8' = 7,466 lb's Footing Size @ 8 ft. O.C. = 33 in. sq. (min.) Vertical Load Beam Support: Loads at Chassis Support: W =FI+Fd x D = 667 psf . Loads at 8 ft. O.C. to Side Wall W x 8' = 5,333 ft. O.C. Footing Size @ 8 ft. O.C. = 28 in. sq. (min.) Vertical Load at Mod -line:. Loads at Mod -Line: W =RI+Rd x D = 400 psf Max. Support Spacing: No. Location Loads Footing Size No. of Piers & o Ibs.) ( in. sq.) PIER RATED LOADING REAR 1 0 200 Fnd. Fnd. - 2 1.00 2,067 Fnd. Fnd. A/B 3 4 10.33 27.67 5,333 28 5,066 27 2 -4,000 lbs 2-4,000 lbs 5 35.67 4,533 26 2 4,000 lbs 6 50.33 6,667 31 2 -4,000 lbs FRONT 7 69.00 3,733 Fnd. Fnd. EXP66 ' 1� FRONT 1 0 3,200 Fnd. Fnd. 2 16.00 5,600 28 2 -4,000 lbs OF 3 28.00 4,000 24 1 -4,000 lbs C A/B 4 36.00 4,800 26 2 -4,000 lbs lb 2 -4 OOFnds ILDIN 3 DE Af"1 EN REAR 6 68.00 3,200 Fnd. APPR0V ,' LATERAL DESIGN WYANE SILGER 11476 E McKineley Ave., Sanzer, CA 93657 SHEET No. 2 OF 2 JOB No. 05-183 40 x 69 Mfg. Home Input Data: Design Wind Pressure ( 75 mph EC ) P = 20 psf Seismic Load Factor ZONE 4 SI = 0.189 Roof Dead Load Rd = 10 psf Wall Dead Load Wd = 5 psf Floor Dead Load: Fd = 10 psf Exterior Wall Height Ht = 8 ft. Roof -Height:__....__.-._.-........... ...--- ................. -- - ... - _... - .__.._._...__ _._Rat . =--....._.....-A —ft..- - ...... - - .._.....:... ...._... Building Length: L = 69 ft. Building Width: W = 40.00 ft. Anchor Bolt Working Load, 5/8" x 10" : AB = 1,134 lb's CALCULATIONS: Wind Load: Vw=P x (Rat + Ht) = 240 plf Seismic Load: Vs=SI x (Rd+Fd+W = 4.725 plf Seismic in Longitudinal Direction: V long.= Vs x = 326.03 plf Seismic Controls No. of 5/8" x 10" AB req'd. at Sidewall = 10 bolts Min. Set @ 6'- 0" c.c. Max. Seismic in Transverse Direction: V tran.=Vs x W = 189.00 plf Wind Controls No. of 5/8" x 10" AB req'd. at End wall = 5 bolts Evenly Spaced TOTAL No. OF VENTS: Min. underfloor venting is 1 sq. ft. of vent for every 150 sp. ft. of underfloor area. Total underfloor area = 2,760 sq. ft. .................... Total 6 " x 14 " vents No 937 811 E &STAEDTLER Engineers Computation Pad (V t" 74 N flu No 937 811 E &STAEDTLER Engineers Computation Pad (V t" 16.1937 811 E .2) STA EDTLER` Q Engineer's Computation Pad Fi 0 c5� 5TAED TLER® No 937 811 E Engineers Computation Pad i i I� N «S a Lu o c� w In O....�. . zw AAArTrn/Ab�2 ' _5EE A)arVS F 2, 1t,1 8111 ILI - %D X D 12n K DZOi\) ICD Roc/4 C PSA 64AvtLj Sn:2:tsL GCCRni/9C a� Ofti } Lf @ 29++Ge- / N BAND Q � ... _. VENT ST19---L 4raTLxnt�fi�- � ! Rapf z_ B&Twf ao o 9cw" 41 o J a ill C� Pbe1� D2/47N ` `g � IoM �TI2J[.IVR� garr�� J tv-T !9nl_'L. �.n WAS ave✓' Sr4Wl� l4S &I H+ ry vc�.f S%r�L 12x�8�C1.(asl DPT FTS QvIeJF 12+1 GOLD -M )OT I KeY Kai Oir Key c t y tee. Li ►� r+ ►�� tz ee.�r� ,o&;P ilk- !tel 12'� �o ► r_ WALL STC R -C. . Ve�Sr+� talen� 12w�u� d>ewr�1 44 Fz ,l Ll 1 CONCRETE BLOCK NOTES 1. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90-70 TYPE "N"-1 NORMAL WEIGHT 8"x8"x16" UNITS (OR SIZED AS NOTED ON DETAIL), (F'm=1500 PSI).- MORTAR SI): MORTAR SHALL BE TYPES "M" OR "S", BY VOLUME, 1 PART PORTLAND CEMENT, 1/4 TO 1/2 PART HYDRATED LIME OR LIME PUTTY, 1-1/2 TO 3 TIMES THE VOLUME OF CEMENT AND LIME OF DAMP LOOSE AGGREGATE. 2" CUBES SHALL TEST 1800 PSI (MIN) AT 28 DAYS. 3. GROUT SHALL BE BY VOLUME, 1 PART PORTLAND CEMENT, 3 PARTS OF SAND, 1/10 PART LIME (OPTIONAL), 2 PARTS PEA GRAVEL, MINIMUM STRENGTH 2000 PSI. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615-72, GRADE 40. z�a 5. USE CONTINUOUS REINFORCEMENT WITH OUT SPLICES WHERE POSSIBLE. SPLICE LAP-TO.BE_1.8"-MIN .FOR.#4...OR#5.REBAR:-.- :: ------ -- -:__.:__.-------::-:: ---- ^-...__._ ......... 6. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL LATENCE AND ALL LOOSE MATERIAL, ROUGHENED AS IN A CONCRETE CONSTRUCTION JOINT. 7. ALL CELLS SHALL BE GROUTED SOLID (UNLESS NOTED OTHERWISE ON PLANS). 8. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS IN LENGTH. 9. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1" TO 1-1/2" BELOW THE TOP OF THE UPPER MOST BLOCK UNIT. 10. PLACE ALL HORIZONTAL REINFORCEMENT BAR IN BOND BEAM UNITS. 11. ALIGN ALL VERTICAL BARS AND DOWELS AT THE CENTERLINE OF THE WALL (UNLESS NOTED OTHERWISE ON THE PLANS). 12. UNITS SHALL BE LAID A MAXIMUM OF 4 FEET BEFORE GROUTING. GROUTING SHALL FOLLOW EACH 4 FEET OF CONSTRUCTION LAID AND BE WELL RODDED. 13. CEMENT MUST CONFORM TO ASTM C-150-76. 14. LIME MUST CONFORM TO ASTM C-207-76. 15. AGGREGATES FOR MORTAR: AGGREGATES FOR MORTAR SHALL BE WASHED SAND CONFORMING TO ASTM C-144-76, WITH AT LEAST 5 PERCENT PASSING THE No. 200 SIEVE. 16. FINE AGGREGATES FOR GROUT: FINE AGGREGATES FOR GROUT SHALL CONFORM TO ASTM C-404-76, WITH THE GRADING REQUIREMENTS FOR SIZE No. 2. 17. COARSE AGGREGATES FOR GROUT: COARSE AGGREGATES FOR GROUT SHALL CONFORM TO ASTM C-404-74 WITH THE GRADING REQUIREMENTS FOR SIZE No. 8, EXCEPT 100 PERCENT SHALL PASS THE 3/8" SIEVE AND NOT MORE THAN 5 PERCENT SHALL PASS THE No. 8 SIEVE. CONSULTING ENGINEERS DATE: 3/D PACIFIC CO / 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB # (916) 564-6028 HOLLOW CONCRETE BLOCK RETAINING WALL 1000 =ALLOWABLE SOIL BEARING PRESSURE (psf) 110 = UNIT SOIL WEIGHT (pcf) 100 = PASSIVE PRESSURE (psf/ft) 35 =ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = F'm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPECTION (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REBAR REINFORCEMENT (psi) 19.36 = Fv, ALLOWABLE SHEAR TO BASE OF WALL (psi) 7-- 0 = WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT 2.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 2.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 70.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 46.67 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.20 = As, AREA OF REINFORCEMENT (in ^2) 24 = S, SPACING OF REINFORCEMENT (in) 6 = Tw, THICKNESS OF WALL BLOCK (in) 3.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.0716 = np = As*n/(S*d) 0.3135 = k = ((2np+np^2)^.5)-np 0.8955 = j =1-k/3 7.1232 = 2/ok) 37 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 2085 = fs, ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 2.28 = fv, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE #4 @ 24" C.C. VERTICAL AND #4 @ 24" C.C. HORIZONTAL IN BOND BEAM 6 " x 8" x 8" H.C.B. FOOTING DESIGN 3 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS OF FOOTING (in) 12 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (plf) 0 = w1(tl), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 6.00 = d1, DISTANCE TO CENTER OF WALL (in) 158 = w2, WEIGHT OF WALL (plf) 6.00 = d2, DISTANCE TO CENTER OF WALL (in) 150 = w3, WEIGHT OF FOOTING (plf) 6.00 = d3, DISTANCE TO CENTER OF FOOTING (in) 55 = w4, WEIGHT OF SOIL OVER FOOTING (plf) 10.50 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 70 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) -12.'00--.= hp;:HEIGHT FROM:BOTTOM OF,FOOTING:TO-:Pp:.(jn) ........_.::....._:... _.. ._...._. 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 18 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 36 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR 1' STRIP CHECK O.T. (C.M. => 1.5 O.T.M.) 105 = 1.5(0.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 202 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING. 363 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 7.63 = X, LOCATION OF Rf (in) 1.63 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 2.000 inches THEN USE p=R/L(1 + 6*e/L) IF a IS GREATER THAN 2.000 inches THEN USE=2*R/(3*(L-X)) 659 = p, MAX. ACTUAL SOIL BEARING PRESSURE (psf) MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) CHECK SLIDING (not required w/concrete slab at base) 0.00 = MIN. DEPTH TO RESIST SLIDING, FT 70 = LATERAL FORCES TO WALL, # 130 = FRICTION FORCE TO RESIST SLIDING, # (Min of — W * 130 psf or Rf*.5) 50 = PASSIVE FORCE TO RESIST SLIDING, # {.5*Pp*(FTG THICK + KEY DEPTH)^2) 180 = TOTAL RESISTIVE FORCE 2.57 =FACTOR OF SAFETY THEREFORE USE 12 " WIDE X 12 " THICK CONCRETE FOOTING WITH 0 "WIDE X 0 " DEEP KEY r PACIFIC CONSULTING ENGINEERS DATE : 10/24/01 S/0 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB #: 01-1275 (916) 564-6028 HOLLOW CONCRETE BLOCK RETAINING WALL 1000 = ALLOWABLE SOIL BEARING PRESSURE (psf) 105 = UNIT SOIL WEIGHT (pcf) 100 = PASSIVE PRESSURE (psf/ft) 35 = ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = Fm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPECTION (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REBAR REINFORCEMENT (psi) -i9.36 Fv, ALLOWABLE SHEAR TO BASE L-si 0 = WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT . 4.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 4.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 280.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 373.33 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.20 = As, AREA OF REINFORCEMENT (in^2) 16 = S, SPACING OF REINFORCEMENT (in) 6 = Tw, THICKNESS OF WALL BLOCK (in) 3.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.1074 = np = As*n/(S*d) 0.3684 = k = ((2np+np^2)^.5)-np 0.8772 = j =1-k/3 6.1895 = 2/(jk) 257 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 11349 = fs, ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 9.30 = fv, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE #4 @ 24" C.C. VERTICAL AND #4 @ 24" C.C. HORIZONTAL IN BOND BEAM 6 " x 8" x 16" H.C.B. FOOTING DESIGN 6 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS OF FOOTING (in) 24 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (plf) 0 = w1(tl), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 15.00 = d1, DISTANCE TO CENTER OF WALL (in) 284 = w2, WEIGHT OF WALL (plf) 15.00 = d2, DISTANCE TO CENTER OF WALL (in) 300 = w3, WEIGHT OF FOOTING (plf) 12.00 = d3, DISTANCE TO CENTER OF FOOTING (in) 210 = w4, WEIGHT OF SOIL OVER FOOTING (plo 21.00 ='d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 280 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) .-20:00-=-hp;-HEIGHT-FROM-BOTTOM_OF:_F.00TiN..G.TO:Pp. in 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 30 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 60 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR 1' STRIP CHECK O.T. (C.M. => 1.5 O.T.M.) 700 = 1.5(O.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 1022 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING 794 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 15.60 = X, LOCATION OF Rf (in) 3.60 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 4.000 inches THEN USE p=R/L(1 + 6*e/L) IF a IS GREATER THAN 4.000 inches THEN USEp=2*R/(3*(L-X)) 754 = p, MAX. ACTUAL SOIL BEARING PRESSURE (psf) MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) CHECK SLIDING (not required w/concrete slab at base) 0.75 = MIN. DEPTH TO RESIST SLIDING, FT, 280 = LATERAL FORCES TO WALL, # 260 = FRICTION FORCE TO RESIST SLIDING, # (Min of — W * 130 psf or Rf*.5) 153 = PASSIVE FORCE TO RESIST SLIDING, # (.5*Pp*(FTG THICK + KEY DEPTH)^2) 413 = TOTAL RESISTIVE FORCE 1.48 =FACTOR OF SAFETY THEREFORE USE 24 " WIDE X 12 "THICK CONCRETE FOOTING WITH 9 " WIDE X 9 " DEEP KEY PACIFIC CONSULTING ENGINEERS DATE : 10/24/01 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB # : 01-1275 (916)564-6028 HOLLOW CONCRETE BLOCK RETAINING WALL 1000 = ALLOWABLE SOIL BEARING PRESSURE (psf) 105 = UNIT SOIL WEIGHT (pcf) 100 = PASSIVE PRESSURE (psf/ft) 35 = ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = Fm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPECTION (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REBAR REINFORCEMENT (psi) _..- ..._...._._... -- .. _.......__.... _..-- ..._ _.. _.._... - - _.. LL ..... _........ _.._._._..._...- ........._.__.. .._...... _......_._..__.... _ ...... ........ 19.36 = Fv,-ALLOWABLE-SHEAR TO BASE OF WALL(psl) - - 0 = WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT 6.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 6.50 = Hw, HEIGHT OF WALL (ft) FOR 1' WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 630.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 1260.00 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.31 = As, AREA OF REINFORCEMENT (in ^2) 16 = S, SPACING OF REINFORCEMENT (in) 8 = Tw, THICKNESS OF WALL BLOCK (in) 6.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.0832 = np = As'n/(S`d) 0.3332 = k = ((2np+np"2)".5)-np 0.8889 = j = 1-k/3 6.7526 = 2/Qk) 236 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 12193 = fs, ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 10.33 = fv, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE #5 @ 16" C.C. VERTICAL AND #4 @ 24" C.C. HORIZONTAL IN BOND BEAM 8 " x 8" x 16" H.C.B. S�a FOOTING DESIGN 6 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS OF FOOTING (in) 38 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (plf) 0 = w1(tl), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 28.00 = d1, DISTANCE TO CENTER OF WALL (in) 546 = w2, WEIGHT OF WALL (plf) 28.00 = d2, DISTANCE TO CENTER OF WALL (in) 475 = w3, WEIGHT OF FOOTING (plf) 19.00 = d3, DISTANCE TO CENTER OF FOOTING (in) 315 = w4, WEIGHT OF SOIL OVER FOOTING (plf) 35.00 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 630 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) 28:00: ="hp; HEIGHT:FROM'BOTTOM.OF� FOOTING..TO,Pp (in) 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 42 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 84 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR 1' STRIP CHECK O.T. (C.M. => 1.5 O.T.M.) 2205 = 1.5(O.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 2945 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING 1336 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 24.75 = X, LOCATION OF Rf (in) 5.75 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 6.333 inches THEN USE p=R/L(1 + 6*e/L) IF a IS GREATER THAN 6.333 inches' 805 = p, MAX. ACTUAL SOIL BEARING PRESSURE (psf) MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) R/(3*(L-X)) CHECK SLIDING of required w/concrete slab at base) 2.33 = MIN. DEPTH TO RESIST SLIDING, FT 630 = LATERAL FORCES TO WALL, # 412 = FRICTION FORCE TO RESIST SLIDING, # (Min of— W * 130 psf or Rf*.5) 556 = PASSIVE FORCE TO RESIST SLIDING, # (.5*Pp*(FTG THICK + KEY DEPTH)^2) 967 = TOTAL RESISTIVE FORCE 1.54 =FACTOR OF SAFETY THEREFORE USE 38 " WIDE X 12 " THICK CONCRETE FOOTING WITH 12 "WIDE X 28 " DEEP KEY PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SACRAMENTO, CA 95838 (916) 564-6028 DATE: 10/24/01 "ho BY: JEH JOB # : 01-1275 FOLLOW CONCRETE BLOCK RETAINING WALL 1000 = ALLOWABLE SOIL BEARING PRESSURE (psf) 105 = UNIT SOIL WEIGHT (pcf) 100 = PASSIVE PRESSURE (psf/ft) 35 = ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = F'm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPECTION (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REBAR REINFORCEMENT (psi) _....--...................._._..._......._.. _... ---_...- -- - ......_....__ ...._ _.._.__. _ .... 19.36 = Fv, ALLOWABLE -SHEAR TO BASE..OF.WALL ��si _ .. 0 = WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT 8.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 8.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 1120.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 2986.67 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.31 = As, AREA OF REINFORCEMENT (in^2) 16 = S, SPACING OF REINFORCEMENT (in) 12 = Tw, THICKNESS OF WALL BLOCK (in) 10.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.0499 = np = As*n/(S*d) 0.2700 = k = ((2np+np"2)^.5)-np 0.9100 = j = 1-k/3 8.1392 = 2/(jk) 243 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 16940 = fs, ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 10.76 = fy, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE #5 aQ 16" C.C. VERTICAL AND #4 Q 24" C.C. HORIZONTAL IN BOND BEAM 12 " x 8" x 16" H.C.B. FOOTING DESIGN 6 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS OF FOOTING (in) 55 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (plf) 0 = w1(tl), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 43.00 = d1, DISTANCE TO CENTER OF WALL (in) 1071 = w2, WEIGHT OF WALL (plf) 43.00 = d2, DISTANCE TO CENTER OF WALL (in) 688 = w3, WEIGHT OF FOOTING (plf) 27.50 = d3, DISTANCE TO CENTER OF FOOTING (in) 420 = w4, WEIGHT OF SOIL OVER FOOTING (pif) 52.00 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 1120 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) -36:00 hp, HEIGHT: -.FROM, -.BO -- T TOM- OF. FOOTING_ TO: Pp (in) 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 54 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 108 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR 1' STRIP CHECK O T (C.M. => 1.5 O.T.M.) 5040 = 1.5(0.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 7233 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING 2179 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 33.66 = X, LOCATION OF Rf (in) 6.16 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 9.167 inches THEN USE p=R/L(1 + 6*e/L) IF a IS GREATER THAN 9.167 inches THEN USEp=2*R/(3'(L-X)) 795 = p, MAX. ACTUAL SOIL BEARING PRESSURE (psf) MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) �P��'F' c� !DING (not rea�!ired �alconcrete slab at b se 3.67 = MIN: DEPTH TO RESIST SLIDING, FT 1120 =LATERAL FORCES TO WALL, # 596 = FRICTION FORCE TO RESIST SLIDING, # (Min ofF G THICK +KEY DEPTH)^2} 1089 = PASSIVE FORCE TO RESIST SLIDING, # {.5 Pp 1685 =TOTAL RESISTIVE FORCE 1.50 = FACTOR OF SAFE I Y THEREFORE USE 55 " WIDE X 12 "THICK CONCRETE FOOTING WITH 12 "WIDE X 44 " DEEP KEY r L UTILITY LOCATIONS .. a DISTANCE FROM END / FROM SIDE 1 GAS INLET 01 30'-8" 0 38'-0" 2 GAS X -=OVER C8 @ 54'-2" ® 26'-8" 3 �a UTILITY LOCATIONS SYM OESCRIPTION DISTANCE FROM END / FROM SIDE 1 GAS INLET 01 30'-8" 0 38'-0" 2 GAS X -=OVER C8 @ 54'-2" ® 26'-8" 3 DRAIN OUTLET ® 23'-0' ® 8'-0" 4 DRAIN X—OVER 8A 0 23'-0' ® 17'-4° 5 DRAIN 'X—OVER C8 ® 23'-0" 0 34'-0' 6 WATER INLET 030'-0" 0 39'-2" 7 WATER X—OVER CO @ 23'-0" 0 26'-8" 8 WATER X—OVER 8A ® 23'-0" ® 13'-4" 9 MAIN ELECTR(CAL ® 19'-0" ® 38'— 5Y47 10 ELECT. X—OVER CB ® 8'-4" 026 $-all 11 ELECT, X—OVER BA ® 8'-4" ® 13'-4" 12 DUCT X—OVER A8 0 5-10" & 65'-10' O 13'-4a 13 DUCT X—OVER 9C 0 5'-10" & 0-2" 0 26'-8" 14 OPT_ METER BASE — — 15 OPT. GAS X—OVER 8P-10 O 36'-0' W1 FIREPLACE @ 46'-10'.' ® 13'-4" BP—j LOCATION ROOF ZONES (LOAD w POLGOS SUPPORM BY PIER) 200 30# 40# LE BP�t T ® V-0"/0'-0" 1854 2485 3106 BP -2 O 10'-4' f 9'-4' 5331 7108 8664 8P-3 0 27'-8' /Z6'-8' 5063 6750 8438 SP -4 0 35'-8"/34'-8' 4531 6041 7551 8P-5 4 50'-4"/49'-4' 6666 8888 11111 BP -6 0 69'-0/68'-0" 3731 4975 6218 SP 7�UNIT O Q'-0' 3199 4256 5332 8P-8 0 16'-0' 5599 7465 9331 8P-9 A 28'-8' 3999 5332 6665 8P-10 O 36'-0' 4799 6398 7998 BP -11 A 52'-0' 6398 8531 10664 BP -12 A 68'-0" 3199 4266 5332 gUILDING ®SPAR -APPR0V IF, t. 07/07/2004 WED 15;11 FAX 5303433332 Integrity Homes 04/68/2003 13:21 15415671484 MARLETTE HOMES r DIMENSIONS SHOW ARE ACTUAL fLOOR BOX sr DOES NOT INCLUDE SIDING AND ANY SET UP VARIANCE wjH 'sx ) � 005/006 PAGE 02 11.61 W_ m 0 cd r DOOR 40-11-Va 50-83�s DETAIL -A .JL,Ic►.wr w.... Aee.L� .e-� H° pdRsLf�i"bon.i 1 J fifer to t&L &M ■ oz J ova64-3Yfa 68-0 , MMNA iLr�ihK�f cQ woplm lao Ln D pLM iawioa .a v.q '.1niq -.[a .166 Lu IX6 VI P --R -X Z. -S Ido SITE PLAN REVIEW APPLICATION Date: G -- ��3�� AP# ��" Permit Number (if applicable), APPLICANT EVORMA TION Parcel Size: Owners Name: Owners Address: ILA q ' `P "�)1_,:1 �lJ ti T Telephone No.: S%G 39 fC 1) 1 Situs Address: A,lp Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel %,M C®UNTY ❑ Commercial Remodel JUV4 2 3 2004 ❑ Industrial Remodel DE ERd NT ❑ SepticWell ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): OA DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORIVIMTION (For Staff Use) Ep Approved . ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date 7 N /O/ Page 1 of 5 0 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ 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) tbuj 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: x • Flood Panel No.: Index Date: Li' ?_ ` L4 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ 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) ❑ Grading Zone (See attached handout) 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: A g-5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan: ❑ CNapproval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front d�k Side <<l` Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan: ❑ CNapproval needed for encroachments into SRA setbacks. Page 2 of 5 %Applicable Development Fees: Standard Fees 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 Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: I Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: I Gi lr, 9 k- iS io(,A) t Y ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel Verify Legal Access Provide Deed of Creation ❑ Obtain a Certificate of Compliant ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ 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 Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 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 time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Jul 13 04 04:49p RCCOItC:Ra: RCaiL'�:•fCL) Ob' .roviliv Title C:�,;sag ► F tt•1ct:,:d t, clam,-, PICZ74r.: YnA2c7 D;• c� Mainal: Creek, Camerm, 1 Ma V l -ay Sam t:o above p.2 ,ai;tZ �L11ta'*11 1,8C b 'IV+WFANY a KLUEDSiIEtT ecu��v SiMMUEa A FEE �i-' t►t�+ OPACC ACOVC THM UNC M-4 RCCOttOCR•U Uor_ 1 C:' unrni�,� T•:n/•J/n.)7 T;a S.__., �/rn A�_ a vw- ---------__ _ — _ _� GrVana Deed Atrvz ro .oac —miMlp f'Oatl 7UQrp--"MV OT TrTLY IhtY7AWQ Arlo TlWaV r�--•-�----�..._�� CCraPAh� 1 FOA A VALW.CL: �:L`•:SYG'iA/.'fit)Iv, rrcYi�,t o? c•G:ce ii !t-_►e`+y tc outrd;,ed J. C. Sehteea• Mreb. CRV1715I In itdcetaa°� r`- t:nrratar :t ,odag9� � COUNTY "I lite f0liv-,:119 i neri, d !,.ni p►iperty in l:le 200® `U &We a: C::iiarnla 0 .0111"VE113PYIENT SERVICES N.' et ca_ eseribec recd property Califo`n's, dLtseaitt:ate '_n thm County of Gutte. State of as folloxat Co n_inE ae tf Alortheast corner of Io.. a in BlocjI, 85 as ai:atrr on a :sp cr 'ditian cu? .I.visia- :Fa. 1 Cf the 'axe�o Cirrtsa 'l'r Altown ons -.-an of ralorat0 and S-;b%-3v:5ion 1 and 2 With ,etddieivA being 1 oCt Of the Palermo f B.jtss Tract, zteorded in fp- Office of the County Pieco-k op of t;,e County of 3atte, Stere bf Ca"forn" on September 17, 188$; thence North 890 "t 07" Cast alon3 the F.tsoterly c;tt;ncion ok the c�it1889;it of Bohemia Avsntr2 a$ ,ahwcan on acid leap 555.00 fort; ahente�•Oo 35. 33" a of and para11;'1 vLt:h the Ca'terly Zine or' Citaitae AJetr,�• as shOrnt on said >",C Aeacribted; to the true paint of b•�eginning far the parcel of land herein �: C.�:tl�: Llai .�'.iiz�:,r•� iivii .i:Ai�. A. c 551. 5310 East and parallel taithusaAdint of beg mining co .tinti::tg 5auth no oa the Norihcrl_y line of the Southas` y�1407.50ifeet 'of4�ee$tag ����� along the Easterly l.irte of said T.ot S. as a?tcan sof d o _:ac:t>~ Horth 890 041 07" :est alon said Northerly line 565.0 foo t(ysnrM on Korth 00 55° 53" went and parallel vLth said F.aatese3y Lina of CitC>t 476.49 feet to a point thAt bonze Norct..% 890 04° 0?" East fay t!se tx Point of b*gin=lirg, tiv--nce South 890 040 0901 Wage tt 355.0 Cita tso Point of beginning. feet to FM'4nVW- 2'Fi ItEP:*0;9 n Bight o2 Ifay for --cm sn9 Utility purpeseo So feet in vi.dtl lying 30 feet on t*!s^.I: a:1de of Jle apnterline of an existing n$ rot'ido TO�`•�.B +1t3tt a U09"t Of Weu for i'00A and tttilaty pMogyd 60 feet is ,ddgb• lYzn<q 30 feet rrac each aide of the Cc-'Itsraine of the exiYatinLg road, extending Wsztlsr"sy LO a poin' on the Er-sPtt:ly bcunUrY liras of Cite Avenuu. Beallu`60 FACE 94 Jul 13 04 04:49p ti W-11 160 c feet mc. (23 MeRmIrcd I'Mr, tbo contor do Ng' scr Parce Df —1&xL- All Dor that t "tvhrli o%mship 18 North, Ran ce 4 Eall M.j).B. 'B13TTE 1%- CO-UNTY 3 2004 j,,EvELOPMENT "EP'NUCES '19ll Flu tf,-c Itr 144Y 8. 1969 Puidi, in 01., r. 51HAF omell IN r C.11 ....... .. ..... URI OrPOrated Ell Lumill I'll,, mAIE TAX STATCAENTS AS DIRECygD AUOVg BOOK PACE I ME BOOK 26-0 PALERMO CITRUS TR. SUB. -NO.] TABAAAE. M.D.-B:&-M. O PALERMO CITRUS TR. SUB. No. I M.O.R. WALL tJO. 3 c?) iA00. TO 11 a a 11 1 M.O;R. WALL No. 16 06 3 10 N - Assessor's Map No.2iP.o6 County of Butte, Calif. Revistv, -j ;z ME BOOK 26-0 PALERMO CITRUS TR. SUB. -NO.] TABAAAE. M.D.-B:&-M. O PALERMO CITRUS TR. SUB. No. I M.O.R. WALL tJO. 3 c?) iA00. TO 11 a a 11 1 M.O;R. WALL No. 16 06 3 10 N - Assessor's Map No.2iP.o6 County of Butte, Calif. Revistv, t 1k FFaCCoyp.'ea "� 1 r rr r rr MODEL 3239 40 -0 x 6�9 -0 / 68'-0",/ 68'-0" z APPROX. 2733 SQ. F�' L� �_�_ --.-7 T: i � t�• i t �' OPTION DELUXE BATH Opt, Dlx. Exterlor 7 ---------- Box Bev Dormer Windows,—�1 Opt.Orio"We----------- Windows Opt Clerestory Opt. Window L{ - Opt. Dix. Exterior (Replaces Doo, I `�1 Box Bev Dormer Windows J SOME FEATURES SHOWN MAY BE OPTIONAL. - -- — ----- - Opt. Orloemlc Windows Opt. Clomstory Oot. 131 Windows 3 3 GREAT ROOM E o te•-a• 1 •17 � 5 rj 1 o HAS" � o Bringing Quality Home 3/04 DP 72661-39/221 f 7iCCOfiGIAty ICu�iLf&AfG�.I ®b Urovilln Title Cam:: ay .f:ll rf KYK uV ll•C[J � . x,l 1. t;us�aa_ r•'"f X5 Fl�:�otcf S'pAEC;y Bt;xc� uf. a P�iEnu: Cr^i•Lr, CmE±Fi+rhin i W°M Sar-: es fallout; L Mil'64) 4� �t�' or?6�-�iL �t L C fi�PANY In � LURE RLUMDE€i �U"1�iYi1 PtFd�R(lEfi 9 _1 SPACE ADOVf? TI -31-3 LINE FOR RECOROup's UflE —� 1 Dr.-urnnl-.yS I �� 1��z f. Gi ✓t<•�1��'... -f:a- .. ... lino 0% n: f.irfle�n�ylf! f ....... Ar:rvz ro.0%C f r'. TMIG r'oStf 7UAt4:= My .. YITLC ikDUR4P:C6 AND TMUaT C©MPANrr 1 RM A VALUAGL'U. i:i.;:'fiStrfFtiA-rio . rc.eirr o. � hicr. is tlxreby n��rotilyd�,i, E Fereev i;raN�r61 In D2r:1rie, G„ t;D ppr a ;J. C. Sc►htrcd--T ti:c FflictrinQ dr rrirr_ rent property in 144 t Cow :;y c'. �w 4E�• t /111 that ca tcir. real property situate in the Coun�y of Butte, State of Califoznia, described ®s follows, Coci ncitV� of tiie "Ort! -least corner of d o (f in Dlac2: 95 as ah r. at �r'3ition to cv?;-?it ision, :;o. l ::f the ''axcrxo mast [fact on a .tip shown on a .up of r'.ler- o and �1bdiv13ion 1 and 2iWith Addition No 1 Of the Pale",.o Cir-,_118 Tract Of tate Countv of B. a r¢corr9a�d in ¢fes Office®i the County F'dPr ,9ltC North 89a :;b° JI" , State Of California on September 179 1888; thence East oZong 2:te F t;•el°1 0 -t -a pion of the �nterlitze of Bohse�ia A.',-rr6r~ as sht;wast on apaid strap 595.0Q "cart; thz rt::e a•00 ��° S9" Estsmt and parallel Qwith zFse >;etsterlY Zlrte' of CitR c.mze tAs shown our sa9.d IrPo I 953.92feet :.o the tT a point of b;;ginning. for the parcel of lend itfi►rc!itt dr _ibe t 3C. u sz?:t:• a.a;".u1 said true point a beg a,—nMjrtg C�ietireeateiig S�1t~h MO 55a. 53" East rand parallel with said Eetetergy liter �176one4 tee, oil the Nuri€i ter line of tip Scnst11,—v1y 1407.50 feet of Lot Bt(48 measured along the Easterly l.irte of swirl x.st B, " eho-ar4 os, said t;:cnc4 Noi tip 8�o 041 07" East along said NorthmTly lit�a 56So0 £mle�r.; d$h�n�to �° ► Orth OD 55° 53" Hest and parallel with paid FAsatarly lima of Cites t 4��o4S feet trs a point tfMt bears NOL-th $9a 041 07" EQQt f tho gxu� pairtt of b--gin:ttv-1nty South 890 040 U7" t��st 568.0 feet tot ttrtse point of beginning, t�i4;xsit oZ TIS gy f tad es aridt:n ly; ng 30 fe-t on a 4-� aide` oz .Bta� �:°eni an& ts �tilag of nn rr�xisti 60 feet 4et sig rome R19 -ht of way -o. %.,OVAand utility p ►oeoo 60 flet int s.J dt�. Zying 30 Feat 071 each ,side of tha �nt�irlfeatr of t°•� ®.zieti vtsrat�sriy Lo 2 polar on the EF-MbtTlY baww-kry line of cit -TUM A MAU,axtfts�►d9rnD �fiii� FACE 94 ^ � --. 1:151i.. .^gxly ' describedeet (as measured from tho dlowing '_' _-^0-0 . ' °^^ that ort18 north, HanQe � � "^ ���ou w ��l��»» ' �""' M.D.B. MAIL TAX STATUAPOTS A3 DIRECTED ABOVE PACF ~^^^^="� )' ---'-------'-----'___- ""sr/'y .In mmn-W., l969 - ' --- -- ' �"rd. a Nn14IV Ptlidir in~u/~"a,u^ GwrWid W���Aga* ` - - ---- - - -- '__-- -- - '-- -- - '- - �"° . r. STELL17- � m a° �mrcxr i/ »""~'nr�",»�". Tiflr Order MI. nr MAIL TAX STATUAPOTS A3 DIRECTED ABOVE PACF i• a SITE PLAN REVIEW APPLICATION Date: l0 7�3�D AP# Permit Number (if applicable) APPLICANT RVORMATION Parcel Sizer Owners Name: Owners Address. Telephone No.: S�� 39 ,D t Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel BUTTE COUNTY ❑ Commercial Remodel - JU14 2 3 2004 El Industrial Remodel D�SVRVMy N T ?Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Pp Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved* By- 'JAI i (1, vuA-�1 Date 7 r 9 WWZ d Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ 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) �pW 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: x • Flood Panel No.: Cb`i GO"A 6SD Index Date: L•i • 2-c) ' O4 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ 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) ❑ Grading Zone (See attached handout) 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: A g-5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. PaL,e 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear 3c, Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. PaL,e 2 of 5 1 Applicable Development Fees: Standard Fees 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 Date of Creation: Legal Access Provided: ❑.No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: 1 C In 9 k_iS"(o(.,0 q Y ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel Verify Legal Access Provide Deed of Creation ❑ Obtain a Certificate of Complian Fe ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ 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 F1 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel. Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ❑■ Page 4 of 5 S 0 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAI,arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Jul 13 04 04:49p p.2 1� :'3 RCCOIICtnt� R::nt•�:•fCp OY ' rP :rccrl3]^ Titin Ca.;.:.ay � •.; ..a ,...d ..,�,:u, ..•. ,. KGs?i?:��1LL� iii` r ! CCe7 WWPANY ': �"' ti4ct:�:d L. !,Drano ll:;;i:`c i{iliEOiElEil CLXYYfl="a1 u.• o Kalov: Crest, Cni±Ecvrrri�?�';`e FEE '� ".,� �,,,,,�•t.„�,Tt �„ i OPACC AL•OVC THrj L114C POS FI_GCIROCR•J udr_ — 1,..1 T:. S ... ��0. 1qX 91, lil1L.L ••�:.. .. iiSi. C:. G�t , rCnn i Deed s Am, I.R.S. $..4.411 -- ....... AeTIv: TO .aec ...[ti TNI. P07tl /Uktt:-/1aQ bT YITt� IhiYO#'1Ut= ARJO T*UV? r---�-•� ..�—� GOWlAhv FOR A tiALUACLi ;:L`;:SIIiF.RA'fit)� ,Tree; -t o! �!IEcc is lr�eby e!�aoutrQ;,ed e • C Sthro�_ .� Irrrbv t:fiA<<TrSt rA I)Q.C3jAr* rL- i.4rw,nr a s3ad9e BUTTECOUNTY �? I1.ec fTkte:rilta &rcriied rent property in the 2004 Gam. a: G.°iiamia• DEVELOPMENT SEP111C;ES !Lt? that cc,tain re -a? property situate in tin Cou>':ty of Butte, State of California, described as follosras Com=n_ing at: tt;e rlcrt;teast corner of 1,0•' a in Dlocl: 95 as ahow-n on a �p of Wition t^ Sub:!ivtsion c3o. 1 cf the ''alcrzo Cirnm l�ect st',! being ehown on Map of Pajama and Sadivialon 1 and 2 with 1?r tiV to Na. I Of the Palermo Cirrus Tract, reeorrled In r:� Office of the County Record,, of the go 01 of O nate, Stere of California on S eptectler 17, lee$; thence North 89a C:' 07° Cast a�ong the Fasierly c :ysicsi,Qit of the onto rlirle of I;ohrciia AVeniw as shown on zaid y4p 545.00 `oat; thence S•Oa 35' 5 19 Ems. sad , ,fept+.1 Trite the Ca"Itarly line or' Cittus Averre ua shou i on said VA:P 953,42feE•t to the true point o£ bagirnin�g for the parcel of lend iv-,rc., n a . ..e. p dtacrib;:..; FIL21:.r1�: :rag 3r.iJ tT.;f2 pone.;; ae 55t. 531' beg'.:,ning Cont:ssul:g South Oa t c';nd pciaallel With veld Sm8terly liege! 479.49 fejt to o point oil t}ip Northerly lire of the Southavly 1!.07.50 feet of Lot B a along the Easterly l.ifte of said 1.ot S. nb s measured shumn ori eszi3d I"Egp zroferrud to nlbov�; ic4rt 0"jo55t 53' �ravt0and..ast along euaid Nortlserly lana 565.0 feet; tb�snos 876.4S feet to c Dint parallel ttitYi ee:id F.aat ly Bele of .Citms M►M., P that byre Nasrth 890 041 07" East fxatt the taw Point of bzg.nrllrg, ttdence South 890 041 07” Wast 565.0 feet to th,o true Point of beginning. 0"MVW THEREF"-0 f a RIEPit rZ way fox -.M sn9 tat9li$yv PurPoaea &a feet it 111CM1 lying 30 feat on ftcP: slde oz" ;tig cx►neerliiie of an existing 6 ttfee WT�?'r 30 keel a na�tit of Weu for r'C9td erd litll''"Y Pt�ytaa,n:•s 60 fMet it, +itatp, azta 30 feet r,;, each aide of tho M. '*rline Of the exiati"S road, extandlua Wmztrsrif Lc a point or, tho EAstArly b�iry ling of Cite! AW13e!lsu. Jul 13 04 04:49p 1 "' Ij mOtel17 5 5. Avenue) of the fo:leti+ng doscri All that norn&, -r • a-tc"v}.livision� p.3 t .0 ireOt (8S @eacurcd frn, !hn 18 North, Fvin,,,e !, i.Aet, B-UTTE C®UNTY �.'. 3 2004 O,q,v L., OI'l ENT S11CA CES fly rtr iRRy �{� ir9E.� :rrlurr nu•. thr an.L•r• .. _ . _ ...._.... .�_—.. _ •irard. • �nurr 14rirlir in uni fur .aid Mat., rrr,.rxati� :5.�-�n•rl Garlgrid flill_ilneA--._... n• M- ib J.,•r.n rL•.-..• rarer .. a9._ ..,tlr.rrilu•d to thr vilbin ' SUALF.'-� M,IM1IIrV!tl and arlanrlrAp-rl thel ,Cy ,.,• f nr•:. ;rr rtrn•rttrA thr ,nmr• t N':T\!�`. m. IrnM•1 mul .•Gua i" "�y ti..•nl Q,rICE IN ��� t/�'tl t • �r1//,� 33 /I A E � � � tlu rr[ COU jTV T •k ii. Secile /' t \nr:•r r•r, prA.,r lrriNrAt 1 rThh rir. br . Ai.,t nwwq «r1 Tidr Ordrr Va. .i r/�-FI..z. ....ix•ruw rw Lmn No.__.. mAfL TAX sym.AENTS AS DIRECTED Allove �`_�` - 800X 7 PACE i i PALERMO CITRUS TR.SUB.-NO.1 T-18-NAAE. M.D.-W&M. : P --t- 06 J Assessor's Map No.27-06 PALERMO CITRUS TR. SUB. "D. I M.O.R. WALL NM 3 County of Butte, Calif. iAOD. TO It M.O;R. WALL 140. 18 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 12 -May -2005 2005-0026960 Has not been compared with original BUTTE COUNTY COUNTY RECORDER 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: SQA o-�-/cr Cfieo1 Date �,� `,2 0 ©� PROPERTY OWNERS: i\ 1 t R 4 f Q 1a, C�� r- 04 Ci u State of California�++ Countyof ti On A78 before me„ C m?. h4w►c.r 6JV er personally appeared tiU 1, L - ,.,aN personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h d and offici I seal. r Signature Seal: JAMES LAMAR KINSER COMM. #1377185 c� i NOTARY PUBLIC . CALIFORNIA • BUTTE COUNTY A.P. # F N My%Comm. Expires Sept 28, 2006 All that certain real property situate in the County of Butte, State of California, described as follows: Commencing at the Northeast corner of Lot 8 in Block 85 as shown on a Map of Addition to Subdivision No. 1 of the Palermo Citrus Tract and being shown on a Map of Palermo and Subdivision 1 and 2 with Addition to No. 1 of the Palermo Citrus Tract, recorded in the office of the County Recorder . of the County of Butte, State of California on September 17, 1888; thence North 890 04' 07" East along the Easterly extension of the centerline of Bohemia Avenue as shown on said Map 595.00 feet; thence 5:,00 551 53" East and parallel with the Easterly line of Citz'us Avenue.as shown on said Map, ' 953.98feet to the true point of ;beginning for the parcel of land herein described; thence from said true point"of,beginning continuing South 00 551 53" East and parallel with said Easterly line,476.49 feet to a point on the Northerly line of the Southerly 1407.50 feet of Lot B as measured along the Easterly line of said`Lot B, as shown on said Map referred.to above'; thence North 890 04' 07" East along said Northerly line 565.0 feet; thence North 00 55' 53" West and parallel with said Easterly line of Citrus Avenue 476.49 feet to a point that bears North`890 04''07" East from the true point of beginning, thence South 890 041;07" West 565.0 feet to the true point of beginning. WERVING'' THEREFROM a Right of Way for road and utility purposes. 60 feet in width lying 30 feet on each side of the centerline of an existing road. TOGETHER WITH a Right of Way for road and utility purposes 60 feet in.width lying 30 feet on each side of the centerline of,the existing road, extending Westerly to a point on.the Easterly boundary line. of; Citrus Avenue." BOOK.1566 PAGE 94 .tt{ t G SIT PAN REVIEW APPLICATION Date: �6 ^ 1 d —U `Jl AP# 9-06a -0/6 Permit Number (if applicable) APPLICANT INFORMATION Plarcel Size: 4 . t� Z.)Q Owners Name: , Owners Address: �,gy 4 s Telephone No.: ` Situs Address: Use: Rewado oilyProposed J Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer 4 ❑ Multi -family Non-residential ❑ New Commercial Vv q ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other is Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ' ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By �e�.C. .(?G&l Date 3. Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ 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) xpansive Soils (Test for expansive soils and if verified proper foundation design required) LAO RA - (CDF to determine specific requirements) Q�100-Year Flood Plain: (See attached) • Flood Zone: %( • Flood Panel No.: 0ja00`76 Q M-1) Index Date: " )-u%C1 ❑ Sacramento River Reclamation District (Approval must be obtained from the thlifo6a Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ 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) ❑ Grading Zone (See attached handout) 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: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front A I Side �a 1 Side Street Rear [ 01 0 Height _ Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- 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: c Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: 15 v' `l ' <<"� '^`S Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly tained Road: EalloEl Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: /C/6 q te—l45-& 6 0lief -. k/� qq Parcel Deemed to be legal l S bt f' []Verify Legal Parcel _0 Verify Legal Access [✓]Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ 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 Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ON Page 4 of 5 t Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Jul 13 04 04:49p k nCCour..Ko RcaVa:•rco av ►r0r137a Title., •.0 .�wrb wv. V�4J ..,° .• . C;ucxz„ c•., . OMiOv: Crecg, CniiEc:aii� M°y Now Sac: ea 4cOvc A,— �jCLk"ffll TCMPANY lGt;i:c HUiE0dE4Et? a 'S . trtE DPACC Aoovr_ THM UNC cora Gr•.004ZoCa•u uAr_ -_ J �'• $ .a : ie,l�t�d sA: .. ,iiia C:. F Ir/ w ;�."UCICJ ------ —d i ................ .....- Aervz fo.aOC .v41i TM19 rO7tl /URN:__"MV VT Y1TL 1ALYa4WG ANO T*U&V Cop4pAh� rte-`- •---��.�—�....�.� - _ FOR A VALUACL, ;:w4stumATiox. recv;j-t of c•hcci is I1 -_rely Craoarlydged J. C. Schrcdza i hereby GRARMS1 :o i°G.c3:aaCa f►. Gorta,o� a Slagle =MM ❑ !� A' �TT Cc`911N' Y - 1a.1c folicxir.Q ir.•:riird real pr�;icrty in r:re �O0rg Com: CII <!':! e, i tl "PPa Q:� , Stn:r a' Cc:dotslia• t DEvELOPMENT SERVICES Al. that cz.tain real property :.itt:stz in th'- Coun"y of Butte, State of California, describrcd as folloxa: CoM*=ncina, at th-z Korthzast corrwr of l,e•• a in Bloc?: 85 an a;:oe�r an t9 :gip r.` 'ditioa t^• u; :?ivi"sio c°o. 1 ¢ t:te "aL0 Cirrtia 'l�acC aa� beim; a}totrn on a N,rsp o£ Palorma and S•4bdiviaion 1 and 2 Teith M-diti�: to No. I of, the PmleFmo Gita^tis Tact, t corded In tk- Office of the County Rpcobcier of t:ae Countv of psatte, StEte OF Wiffornia ort Septecsber 17, 1888; thetcce ,forth 890 C.' 07`= Cast along the F-a*tevly cxGy¢tciott of t}aa cmnterlirre of Bohemia A Rt;� as sh.»m on aa3ri f�,ap 595.00 ec thence S•Oo 55e 53" Ems; and , tzza:lel v1th the Cautorly link- of CitciusAvetmo as ahotca on said Map, 959.99feet to the trtte point of b-agirnirig for the parcel of lend lwrein 55E 5310�Ca3tnn3� tr,:e point of bag':.ning con.tirruing wrath 3o on the Nor"iiicrl-y liirtoflthe S thatlWith vaid by 1407.50tewly i� t7oi4LoteStecao�e�s^ured along the Easterly l.irte of said Lot 8 ob ahcwn on aeld p� rezerved to abs; _::t.t� Ide>'tu 8po 04' 07" Mat along said Northerly line $65.0 feast; th3II�J8 Korth o0 55° 5311 west and parallel frith said E®ot 3y linea of Cites 1iNi&cee 476.45; Ease to a point tF.eat boars Noxt.'a 890 04° Or, Ea®t fvM t, tri ;coir°: of b2ginnirg, tirenee South 890 04c 0701 Yeo®>t 555,0 forst t4 e}to true Point of beginning. 43t?51RPM- MA£E"'C:l n 82aYat c2 iiay for .*ad mid Utility pt^rpOsea &a F'�E in vidtti lAng 30 feat on each aide o£" :hsa ea►n¢Orl.lr+e of mn ePxiaGing >toad. TO{"ax:v'r$.tZ i'd;tf D Rigilt Of Wal+ for rood and ttt:lar`.Y B OBea 60 flat iq +d 1yz�g 30 Leet 1 -/;teach aide of the ca.ntarlino of d&6. t.� exim�titzS road, eiCtFndia. WAatarly Lo a pons on tho Eftstogi>rly boundiry firm Of Cit^aa Awenue. l, vACI 94 Jul 13 04 04: M.. U 49p p.3 D Avenue, rot (33 meactircd from of t�c 6110 ccnt(fr nrca tll that T)or,l no A forth, Ranile 4 Eaet. H.j)- P,-5""r,Td-it1cn ;,uMj,jsjorI BUTTE COUNTY 0-1i'VELOPMENT k- gF.P111i.cEs ST Ga +icnd Ujjjja`-�--Q-�aA' X *1`1 T "i p): &I t 1.. t4ay 89 19E9 4C.M. . hddi, i- 6-n-1 k—wn to LAL, PRIMm-AL vi, rICE —1 .,174 IN ourri: COUNTY .t Lt. Sersie M-2 Unincorporated NUnincorporated MAIL TAX 5TATf.AE!.jT$ AS RD ABOVE BOOK 3 PACF D BOOK 26-0 PALERMO CITRUS TR. SUB. -NO.] T.18-NAAE- M.D.-W&M. PALERMO GITRUO ITR. SUB. NO. I M.o.R. WALL t40,3 iADD. TO I MAR. WALL NO. 16 E N_ Assessor's Map No.2iP-06 County of BuHe.. Calif. oeylsw: 4. 0 9 f-4 k; BOOK 26-0 PALERMO CITRUS TR. SUB. -NO.] T.18-NAAE- M.D.-W&M. PALERMO GITRUO ITR. SUB. NO. I M.o.R. WALL t40,3 iADD. TO I MAR. WALL NO. 16 E N_ Assessor's Map No.2iP-06 County of BuHe.. Calif. oeylsw: Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds phaat/ 3, 6xg PLAN CHANGE, 19' RECHECK ❑ Owner's Name: � Wlg of kvq( AP#: BP#: QS Received By: Date: 7 —/� — �'/ % Time: q: 11 g Contact Person & Phone Number: �� �'— % " '76 PURPOSE OF PLAN CHANGE OR RECHECK ,-*7 /_.4, 0 Response to Inspector's Correction Notice — Inspector's Name: 0 Response to Plan Check Letter — Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: 0 Call and hold for pick-up. 0 Deliver with Next Inspection ( for 8 1/2X 11 only)` Minimum plan change fee to be collected at time of submission, plans examiner will determine if a�ddi%ti nal plan checking fees are needed: C9' Minimum $115.98 paid. 0 Additional Fee Amount: Receipt #: Revised 6/07 PACIFIC CONSULTING ENGINEERS 2150 BELL AVE., #145 SACRAMENTO CA. 95838 Ph. 916-564-6028 FAX 916-564-6029 VERTICAL DESIGN RIDGE BEAM SUPPORTS WYANE SILGER 11476 E McKineley Ave., Sanzer, CA 93657 (408) 483-2703 Fax: (408) 993-0145 Roof Live Load Roof Dead Load: Floor Live Load: Floor Dead Load: Building Module Width: Metal Pier: Cross Beams Soil Bearing'Pressure: 1 Exp'!t X Y OF C Input Data: 9V . DATE: 7-25-07 JOB No. 07-172 MARLETTE 2039-4 RICH GORMAN PALERMO CITRUS, CA Lot #16 APN: 027-060-016-(K� 0 Calculations: , Max. Chassis Support Location 8'- 0" O.C. Vertical Load at Side Wall: RI- _ Rd = FI = Fd = Loads at Side Wall: W=(RI+Rd)x(Dx3/2)+(FI+Fd) x D/2 = Loads at 8 ft. O.C. to Side Wall W x 8' _ Footing Size @ 8 ft. O.C. _ Vertical Load Beam Support: Loads at Chassis Support: W =FI+Fd x D = Loads at 8 ft. O.C. to Side Wall W x 8' _ Footing Size @ 8 ft. O.C. _ 20 psf 10 psf 40 psf 10 psf 13.33 feet 4,000 lbs 5,000 lbs 1,000 psf 933 psf 7,466 lb's 33 in. sq. (min.) r 667 psf 5,333 ft. O.G. 28 in. sq. (min.) Vertical Load at Mod -line: Loads at Mod -Line: W =RI+Rd x D = 400 psf Max. Support Spacing: No. Location Loads Footing Size No. of Piers & ( ft.) ( Ibs.) (in. sq.) PIER RATED LOADING REAR 1 0' 3,200 Fnd. Fnd. 2 16.00 5,600 28 2 -4,000 lbs 3 28.00 4,000 24 1 -4,000 lbs t '—'�.- ' A/B 4 36.00 4,800 26 2 -4,000 lbs = ' ► 5 52.00 6,400 30 2 -4,000 lbs n + �' �' ' I,D I N r "6 � l � �"� � FRONT 6 68.00 3,200 Fnd. Fnd. ' � - •� 1 0 200 Fnd. Fnd. REAR 2 1.00 2,066 Fnd. Fnd. 3 10.33 5,334 28 2 -4,000 lbs B/C 4 27.67 5,068 27 2 -4,000 lbs 5 35.67 4,532 26 2 -4,000 lbs 6 50.33 6,666 31 2 -4,000 lbs FRONT 7 69.00 3,734 Fnd. Fnd. .,�a•.x � . ^? kir;-r�f;1- �',3�'+,r� . v>ti:yt � � t 3h'>t `i`i4 W_ Y :. '-' a k�'t��,Y�S� , ct}� �t • �-r ,`�'� q. � � � K'St'hf��,�i�'- ��'G�" R i. '�' ,•�. N } ' s pr as # INA �12 ' - � •s .� ��}`:���r.. �1 ,F'y a'•-7,•�%'�rF'a'-fir �. ><T� . < ,� - • s gi� ,y jj��� ¢l�� fir` �-; iL�s`,. sit'' -r � �al, � �F•'3'„xl t... ,�"��c xefx,.y ,i•^t��� A*9'". +rs�.i x��3„t��a°��3Q x' �'' '�',�+� �. Yy..• '�'*ae x%• 'G��^r, _._, - °�3i'nr �, -. d r�'�Y s. .h n S�`t��Li��y i3'�i�S'• 45 ' ... "�, •�'�xth, YP °.f� � 7'k 4�.,���� F�, f3"�'T F.� �1 x� �r� ?><4R-,•'��w. S ' ter i � ` � 7 by � 1 �'� :•� ,Y�, 5 .� 6r• y� s- 30 ,X.f`rt im 3 .• xr n x ' Y•` M 9 z,yi' alml :90".S"?Axa� i x n Yp nz ,� � •� �� � Vii- �i�,Ti'�'✓�� ��4� �'�� � :. �hr"��t�* yi "_ `�` {,. `• s�;i.a'M1te a �H''[i �"'E ���hr gig, qty �' ,�,• & '�''' .,,v`h ., 3 tea• �` > •��� x • �y.a � Wa}•r,� �+�'M�',4s" Nom' r �_'�`',�t},Yii�•�µ ��Fl L�"fl1` I�: r a: .' b '� - � � - y s'f� •�jq., 4� �. rt XTP': nY•• �"(y� 'Afi 4t't�J. � RaS, . Y• t+,l� °� ��-��� 4. t" t � �, k +���uy :'i C x. C Ellr sug LATERAL DESIGN WYANE SILGER 11476 E McKineley Ave., Sanzer, CA 93657 Input Data: Design Wind Pressure ( 75 mph EC ) Seismic Load Factor ZONE 4 Roof Dead Load Wall Dead Load Floor Dead Load: Exterior Wall Height Roof Height: Building Length: Building Width: Anchor Bolt Working Load, 5/8" x 10" Wind Load: Seismic Load: SHEET No.2 OF 2 JOB No. 07-172 40 x 69 . Mfg. Home CALCULATIONS: Seismic in Longitudinal Direction: P = 20 psf SI = 0.189 Rd = 10 psf Wd = 5 psf Fd = 10 psf Ht = 8 ft. Rat = 4 ft. L = 69 ft. W = 40.00 ft. AB = 1,138 lb's Vw=P x (Rat + Ht) = 240 plf Vs=SI x (Rd+Fd+W = 4.725 plf V long.= Vs x I = 326.03 pif Seismic Controls No. of 5/8" x 10" AB req'd. at Sidewall = 10 bolts Min. Set @ 6'- 0" c.c. Max. Seismic in Transverse Direction: V tran.=Vs x W = 189.00 plf Wind Controls No. of 5/8" x 10" AB req'd. at End wall = 5 bolts Evenly Spaced TOTAL No. OF VENTS: Min. underfloor venting is 1 sq. ft. of vent for every 150 sp. ft. of underfloor area. Total underfloor area = 2,760 sq. ft. Total 6 " x 14 " ventsIII Pz r,,Apmnr, comsumma sqmmEss '2150 BELL AVE., SUITE 146 SACRAMENTO, CA 954M el Z700 N `i +iSTAEDTLER® No.937 811'E Engineers Computation Pad Its, N rl +'STAEDTLER® No M7 81.1E Engineer's Computation Pad M ii STAEDTLEFt® No.i 937 81 � E Engineer's Computation Pad 7-1 wo 441 tv tK' 7-1 AAq IA c.e, ' S -6 A)a-e-S P, 2, gni; tlt. 111 lu 124 rl-ie-K DKR/IJ 4a�x niE �1. 1.c rj4, + rSo L. . �I1 Cs Pkae1= DQi47N pt PG; } 6L -e -s Dbaft� �ZaM STR OUVR OFT COLD _MIN 0 v' �' sT�.. Govasc� ode WALAS aver' SAWN /q S TO13� .� vr�2f STEL �2Xf$�(1(oIl 119 � I-�-�-- Kew Rej are- K�� Foe- b I LOWMA Kv TttGZP Pep* . FTS W/o . so ► WALL 'Nf. Vef-TS'rtrc WIm17� Rpaw� Z ftC� ZHIt�. !'2 •'� _..... �X ap 5 �' `SCD 3S'I 3—N $ 4+591 ip"C4 5511 -t _ l�idL12, STt'L�L. �+ tJ 2 w 11u i N Bohn . jeft"1 e Veer STIB---L 43 O 4. T X J . a Q II v' �' sT�.. Govasc� ode WALAS aver' SAWN /q S TO13� .� vr�2f STEL �2Xf$�(1(oIl 119 � I-�-�-- Kew Rej are- K�� Foe- b I LOWMA Kv TttGZP Pep* . FTS W/o . so ► WALL 'Nf. Vef-TS'rtrc WIm17� Rpaw� Z ftC� ZHIt�. !'2 •'� _..... #5@16�� 3S'I 3—N $ 4+591 ip"C4 5511 -t e- t>PPTM 1141 � R CONCRETE BLOCK NOTES y�o 1. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90-70 TYPE "N"-1 NORMAL WEIGHT 8"x8"x16" UNITS (OR SIZED AS NOTED ON DETAIL), (F'm=1500 PSI): 2. MORTAR SHALL BE TYPES "M" OR "S", BY VOLUME,1 PART PORTLAND CEMENT, 1/4 TO 1/2 PART HYDRATED LIME OR LIME PUTTY, 1-1/2 TO 3 TIMES THE VOLUME OF CEMENT AND LIME OF DAMP LOOSE AGGREGATE. 2" CUBES SHALL TEST 1800 PSI (MIN) AT 28 DAYS. 3. GROUT SHALL BE BY VOLUME,1 PART PORTLAND CEMENT, 3 PARTS OF SAND, 1 /10 PART LIME (OPTIONAL), 2 PARTS PEA GRAVEL, MINIMUM STRENGTH 2000 PSI. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615-72, GRADE 40. 5. USE CONTINUOUS REINFORCEMENT WITH OUT SPLICES WHERE POSSIBLE. SPLICE ....-LAP=T0=.BE18".,M1N:FOR #4 -OR #5 REBAR.:- 6. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL LATENCE AND ALL LOOSE MATERIAL, ROUGHENED AS IN A CONCRETE CONSTRUCTION JOINT. 7. ALL CELLS SHALL BE GROUTED SOLID (UNLESS NOTED OTHERWISE ON PLANS). 8. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS IN LENGTH. 9. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1" TO 1-1/2" BELOW THE TOP OF THE UPPER MOST BLOCK UNIT. 10. PLACE ALL HORIZONTAL REINFORCEMENT BAR IN BOND BEAM UNITS. 11. ALIGN ALL VERTICAL BARS AND DOWELS AT THE CENTERLINE OF THE WALL (UNLESS NOTED OTHERWISE ON THE PLANS). 12. UNITS SHALL BE LAID A MAXIMUM OF 4 FEET BEFORE GROUTING. GROUTING SHALL FOLLOW EACH 4 FEET OF CONSTRUCTION LAID AND BE WELL RODDED. 13. CEMENT MUST CONFORM TO ASTM C-150-76. 14. LIME MUST CONFORM TO ASTM C-207-76. 15. AGGREGATES FOR MORTAR: AGGREGATES FOR MORTAR SHALL BE WASHED SAND CONFORMING TO ASTM C-144-76, WITH AT LEAST 5 PERCENT PASSING THE No. 200 SIEVE. 16. FINE AGGREGATES FOR GROUT: FINE AGGREGATES FOR GROUT SHALL CONFORM TO ASTM C-404-76, WITH THE GRADING REQUIREMENTS FOR SIZE No. 2. 17. COARSE AGGREGATES FOR GROUT: COARSE AGGREGATES FOR GROUT SHALL CONFORM TO ASTM C-40474 WITH THE GRADING REQUIREMENTS FOR SIZE No. 8, EXCEPT 100 PERCENT SHALL PASS THE 3/8" SIEVE AND NOT MORE THAN 5 PERCENT SHALL PASS THE No. 8 SIEVE. PACIFIC CONSULTING ENGINEERS DATE: �d 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB #: (916) 564-6028 HOLLOW CONCRETE BLOCK RETAINING WALL 1000 = ALLOWABLE SOIL BEARING PRESSURE (psf) 110 = UNIT SOIL WEIGHT (pcf) 100 =PASSIVE PRESSURE (psf/ft) 35 =ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = F'm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPECTION (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REBAR REINFORCEMENT (psi) 19.36 Fv, ALLOWABLE SHEAR T(5 -BASE OF WALL (,. si 0 = WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT 2.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 2.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 70.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 46.67 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.20 = As, AREA OF REINFORCEMENT (in"2) 24 = S, SPACING OF REINFORCEMENT (in) 6 = Tw, THICKNESS OF WALL BLOCK (in) 3.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.0716 = np = As"n/(S•d) 0.3135 = k = ((2np+np"2)".5)-np 0.8955 = j =1-k/3 7.1232 .= 2/(jk) 37 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 2085 = fs, ACT. TENSION. TO STEEL (psi), MUST BE < 20000 psi 2.28 — fv, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE #4 ® 24" C.C. VERTICAL AND #4 @ 24" C.C. HORIZONTAL IN BOND BEAM 6 " x 8" x 8" H.C.B. FOOTING DESIGN 3 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS,OF FOOTING (in) 12 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (plf) 0 = w1(9), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 6.00 = d1, DISTANCE TO CENTER OF WALL (in) 158'= w2, WEIGHT OF WALL (plf) 6.00 = d2, DISTANCE TO CENTER OF WALL (in) 150 = w3, WEIGHT OF FOOTING (plf) 6.00 = d3, DISTANCE T0CENTER OF FOOTING (in) 55 = w4, WEIGHT OF SOIL OVER FOOTING (plf) 10.50 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 70 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) :12:00..:_.hp,.t�EIG.H'f:FROM 80TTOM_Ofy:FOOTiNf:TOf'p.((p):::-.:":::.: 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 18 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 36 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR 1'. STRIP CHECK O.T. (C.M. => 1.5 O.T.M.) 105 = 1.5(O.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 202 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING. 363 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) . 7.63 = X, LOCATION OF Rf (in) 1.63 = e, DISTANCE FROM C.G. OF FOOTING TO. Rf (in) IF a IS LESS THAN 2.000 inches THEN USE p=R/L(1 + 6*e/L) / IF a IS GREATER THAN 2.000 Incnes 659 = p, MAX. ACTUAL SOIL BEARING PRESSURE (psf) .- MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 000 psf (WHICH EVER IS LESS) CHECK SLIDING (not required w1concrete slab at base) 0.00 = MIN. DEPTH TO RESIST SLIDING, FT 70 = LATERAL FORCES TO WALL, # 130 = FRICTION FORCE TO RESIST SLIDING, # (Min of — W * 130 psf or Rf .5) 50 = PASSIVE FORCE TO RESIST SLIDING, # {.5*Pp*(FTG THICK + KEY DEPTH)^2) 180 = TOTAL RESISTIVE FORCE 2.57 = FACTOR OF SAFETY THEREFORE USE 12 " WIDE X 12 "THICK CONCRETE FOOTING . WITH 0 "WIDE X 0 " DEEP KEY I PACIFIC CONSULTING ENGINEERS DATE : 10/24/01 S�0 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB # : 01-1275 (916) 564-6028 HOLLOW CONCRETE BLOCK RETAINING WALL 1000 = ALLOWABLE SOIL BEARING PRESSURE (psf) 105 = UNIT SOIL WEIGHT (pcf) 100 = PASSIVE PRESSURE (psf/ft) 35 = ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE). 1500 = F'm, SPECIFIED G'OMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPECTION (Y OR N)- 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REBAR REINFORCEMENT (psi) . 19.36 = Fv; ALLOWABLE SHEAR TO BASE=dF WALL-- si .- -- - - - - 0 = WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT . 4.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 4.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 280.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 373.33 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.20 = As, AREA OF REINFORCEMENT (in^2) 16 = S, SPACING OF REINFORCEMENT (in) 6 = Tw, THICKNESS OF WALL BLOCK (in) 3.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.1074 = np = As"n/(S"d) 0.3684 = k = ((2np+np^2)^.5)-np 0.8772 = J.= 1*13 6.1895 = 2/ok) 257 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 11349 = Is, ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 9.30 = fy, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE X14 @ 24" C.C. VERTICAL AND #4 ® 24" C.C. HORIZONTAL IN BOND BEAM 6 " x 8" x 16" H.C.B. lytb FOOTING DESIGN 6 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS. OF FOOTING (in) 24 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (pif) 0 = w1(tl), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 15.00 = d1, DISTANCE TO CENTER OF WALL (in) 284 = w2, WEIGHT OF WALL (pif) 15.00 = d2, DISTANCE TO CENTER OF WALL (in) 300 = w3, WEIGHT OF FOOTING (plf) 12.00 = d3, DISTANCE TI ' CENTER OF FOOTING (in) 210 =w4, WEIGHT OF :SOIL OVER FOOTING (pif) 21.00 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 280 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) .20:00 = hp; HEIGHT:FROM:BOTTOM OF:FOOTIiNG_TO- (in) 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 30 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 60 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR V STRIP CHECK O.T. (C.M. => 1.5 O.T.M.) 700=1.5(O.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 1022 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING 794 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 15.60 = X, LOCATION OF Rf (in) 3.60 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 4.000 inches THEN USE p=R/L(1 + 6*e/L) IF a IS GREATER THAN 4.000 Incnes 754 = p, MAX. ACTUAL SOIL BEARING PRESSURE (psf, MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) CHECKSLIDING (pot required w/concrete slab at base) .0.75.= MIN. DEPTH TO RESIST SLIDING, FT 280 = LATERAL FORCES TO WALL; # 260 = FRICTION FORCE TO RESIST SLIDING, # (Min of — W * 130 psf or Rf .5) 153 = PASSIVE FORCE TO RESIST SLIDING, # (.5*Pp*(FTG THICK + KEY DEPTH)^2) 413 = TOTAL RESISTIVE FORCE 1.48 = FACTOR OF SAFETY THEREFORE USE 24 " WIDE X 12 "THICK CONCRETE FOOTING WITH 9 "WIDE X 9 "DEEP KEY PACIFIC CONSULTING ENGINEERS DATE: 10/24/01 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB # : 01-1275 (916) 564-6028 HOLLOW CONCRETE BLOCK RETAINING WALL 1000 = ALLOWABLE SOIL BEARING PRESSURE (psf) 105 = UNIT SOIL WEIGHT (pcf) 100 =PASSIVE PRESSURE (psf/ft) 35 =ACTIVE PRESSURE (psf/ft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = F'm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N - = SPECIAL INSPECTION (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO 19.3REBAR.REINFORCEMENT (psi) 6 = Fv, ALL-OWABLE SHEAR TO BASE -OF WALL ._.sI _- ' ...... 0'= WIND PRESSURE ON FENCE, PSF 0 = HEIGHT OF FENCE, FT 6.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 6.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 630.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 1260.00 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.31 = As, AREA OF REINFORCEMENT (in^2) 16 = S, SPACING OF REINFORCEMENT (in) 8 = Tw, THICKNESS OF WALL BLOCK (in) 6.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED'DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.0832 = np = As*n/(S*d) 0.3332 = k = ((2np+np^2)".5ynp 0.8889 = j = 1-k/3 6.7526 = 2/Gk) 236 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 12193 = ft. ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 10.33 = fv, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi USE #5 ®16" C.C. VERTICAL AND #4 ® 24" C.C. HORIZONTAL IN BOND BEAM I ° x 8° x 16" H.C.B. - FOOTING DESIGN 6 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS: OF FOOTING (in) 38 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (pif) 0 = w1(tl), TOTAL LOAD. OF STRUCTURE AT TOP OF WALL, (pif) 28.00 = d1, DISTANCE TO CENTER OF WALL (in) .546 = w2, WEIGHT OF WALL (pif) 28.00 = d2, DISTANCE TO CENTER OF WALL (in) 475 = w3, WEIGHT OF FOOTING (plf) 19.00 = d3, DISTANCE Tt CENTER OF FOOTING (in) p 315 = w4, WEIGHT OF SOIL OVER FOOTING (plf) 35.00 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 630 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) ............ . 28A0-=�hp;'HEI.GHT"FROM:BOTTOM:OF::FOOTINO.TO:Pp: In _--: :_:...__ . _...._.. .... 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 42 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 84 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR V STRIP CHECK O.T. (C.M. => 1.5 O.T.M.) 2205=1.5(O.T.M.), 1.5 TIMES OVER TURNING MOMENT, (ft-#) 2945 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING OFFSET OF WALL) CHECK SOIL BEARING 1336 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 24.75 = X, LOCATION OF Rf (in) 5.75 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 6.333 Inches THEN USE p=R/L(1 + 6*e/L) IF a IS GREATER THAN 6.333 inches THEN USEP=2*R/(3*(L-X)) 805 = P. MAX. ACTUAL SOIL BEARING PRESSURE (psf) MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) CHECK SLIDING (not required w/concrete slab at base) 2.33 = MIN. DEPTH TO RESIST SLIDING, FT 630 = LATERAL FORCES TO WALL, # 412' = FRICTION FORCE TO RESIST SLIDING, # (Min of — W * 130 psf or Rf*.5) 556 = PASSIVE FORCE TO RESIST SLIDING, # (.5*Pp*(FTG THICK + KEY DEPTH)^2) 967 = TOTAL RESISTIVE FORCE 1.54 =FACTOR OF SAFETY THEREFORE USE 38 " WIDE X 12 "THICK CONCRETE FOOTING WITH 12 "WIDE X 28 " DEEP KEY PACIFIC CONSULTING ENGINEERS DATE: 10/24%01 v'lio 2150 BELL AVE. SUITE 145 BY: JEH SACRAMENTO, CA 95838 JOB #: 01-1275 (916) 564-6028 HO I OIN CONCRETE BLOCK RETAINING WALL 1000 =ALLOWABLE SOIL BEARING PRESSURE (psf) 105 = UNIT SOIL WEIGHT (pcf) 100 = PASSIVE PRESSURE (psf/ft) 35 =ACTIVE PRESSURE (psflft) 0 = Surcharge Pressure TO WALL (psf) (FROM ROAD WAY IF APPLICABLE) 1500 = F'm, SPECIFIED COMPRESSIVE STRENGTH OF MASONARY (psi) N = SPECIAL INSPEC710N (Y OR N) 250 = Fb, ALLOWABLE FLEXURAL COMPRESSIVE STRENGTH OF MASONARY (psi) 20000 = Fs, ALLOWABLE TENSION TO REB_AR REINFORCEMENT (psi) ALLOWABLE.SHEAR.TO..BASF 0 = WIND PRESSURE ON FENCE, .PSF 0 = HEIGHT OF FENCE, FT 8.00 = Hs, HEIGHT OF SOIL RETAINED (ft) 8.50 = Hw, HEIGHT OF WALL (ft) FOR V WIDE STRIP OF WALL 0 = Pw, FORCE TO WALL FROM SURCHARGE (#) 1120.00 = Pa, FORCE TO WALL FROM ACTIVE PRESSURE (#) 0.00 = P(fence), LATERAL FORCE FROM FENCE, (#) 2986.67 = Mb, MOMENT AT BASE OF WALL (ft-#) INPUT DATA 0.31 = As, AREA OF REINFORCEMENT (in^2) 16 = S, SPACING OF REINFORCEMENT (in) 12 = Tw, THICKNESS OF WALL BLOCK (in) 10.00 = d, DISTANCE FROM FACE OF WALL TO REINFORCEMENT (in) CALCULATED DATA 25.78 = n, RATIO OF E(steel) TO E(block) 0.0499 = np = As•n/(S•d) 0.2700 = k = ((2np+np^2)^.5)-np 0.9100 = j =1-k/3 8.1392 = 2/ok) 243 = fb, ACT. FLEX. COMP. STRESS (PSI) MUST BE < 250 psi 16940 = fs, ACT. TENSION TO STEEL (psi), MUST BE < 20000 psi 10.76 = fv, ACT SHEAR AT WALL BASE(psi), MUST BE < 19.36 psi THEREFORE USE #5 @ W C.C. VERTICAL AND #4 ® 24" C.C. HORIZONTAL IN BOND BEAM 12 "x 8" x 16" H.C.B. /10 FOOTING DESIGN 6 = f, OFFSET OF WALL FROM BACK EDGE OF FOOTING (in) 12 = Df, THICKNESS OF FOOTING (in) 55 = Wf, WIDTH OF FOOTING (in) 0 = w1(dl), DEAD LOAD OF STRUCTURE AT TOP OF WALL, (pif) 0 = w1(tl), TOTAL LOAD OF STRUCTURE AT TOP OF WALL, (plf) 43.00 = d1, DISTANCE TO CENTER OF WALL (in) 1071 = w2, WEIGHT OF WALL (plf) 43.00 = d2, DISTANCE TO CENTER OF WALL (in) 666 = w3, WEIGHT OF FOOTING (pif) 27.50 = d3, DISTANCE TO k ENTER OF FOOTING (in) 420 = w4, WEIGHT OF SOIL OVER FOOTING (plf) 52.00 = d4, DISTANCE TO CENTER OF SOIL OVER FOOTING (in) 1120 = Pp, LATERAL FORCE OF SOIL TO WALL AND FOOTING (plf) 36;00 hp, -HEIGHT-. FROM BQTTOM-OFFOOTING O Pp (in) ._ ......._ .. .._.____.__. 0 = Ps, LATERAL FORCE FROM SURCHARGE, (#) 54 = hp, HEIGHT FROM BOTTOM OF FOOTING TO SURCHARGE FORCE, (in) 0 = P(fence), LATERAL FORCE FROM WIND ON FENCE, (#) 106 = hf, HEIGHT FROM BOTTOM OF FOOTING TO FORCE ON FENCE, (in) FOR 1' STRIP CHECK O T (C.M. => 1.5 O.T.M.) 5040=1.5(O.T.M.),1.5 TIMES OVER TURNING MOMENT, (ft-#) 7233 = C.M., CORRECTING MOMENT (ft-#) (C.M. CAN BE INCREASED BY INCREASING WIDTH OF FOOTING AND/OR DECREASING. OFFSET OF WALL) CHECK SOIL BEARING 2179 = Rf, VERTICAL REACTION FORCE AT BOTTOM OF FOOTING (#) 33.66 = X, LOCATION OF Rf (in) 6.16 = e, DISTANCE FROM C.G. OF FOOTING TO Rf (in) IF a IS LESS THAN 9.167 inches THEN USE p=R/L(1 + 6'e/L) IF a Is GREATER THAN 9167 inches THEN USE p=2'R/(3'(L-X)) 795 = P, Mme' AU I UAL OUIL ^",v r„ . MUST BE LESS THAN 1000 psf OR MUST BE LESS THAN 3000 psf (WHICH EVER IS LESS) r�Lr'r�' SLIDING (not rewired ��IcQnc�te slab at base) 3.67 = MIN: DEPTH TO RESIST SLIDING, FT 1120 =LATERAL FORCES TO WALL, # 596 = FRICTION FORCE TO RESIST SLIDING, # (Min of — W 130 psf or Rf .5) 1089 = PASSIVE FORCE TO RESIST SLIDING, # (.5'Pp'(FTG THICK + KEY DEPTH)^2) 1685 =TOTAL RESISTIVE FORCE 1.50 = FACTOR OF SAFETY IHE' UNDERSIGNED. MANUFACTURER. HEREBY CERTIFIES that the products identified below and on.altached sheets Nos, _ .are markod with the Collective . rk of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC) and were manufactured In conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992.. Srrijctural Glued Laminated Timber, and that such manufacture has be®ri ai our plant In which plant has a quality control system approved by tfie Inspection Bureau. of the:AMERICAN INSTITUTE OF TIMBER CONSTRU fd and Inspected periodically by.sUch Bureau. °U ��:N JOB NAME: r JOB LOCATION: CUSTOMER'S ORDER NO.. —DATE � MFGR'S ORDER No.. V0 SIGNATUFIE _COMPANY 4 TITLE !_E4400P.6SS,,,. 047c 'AITC HEREBY CERTIFIES that the. said .coin-pany at its said plant .Is licensed by the -AMERICAN INSTITUtE OF TIMBER CONSTRUCTION to use the AITC Collective t'ark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the gust•. iry control system.In effect at said. -plat is periodically inspected and verified'by the Inspection Bureau of the AMER !CAN INSTITUTE OF TIMID CONSTRI 1,-T1,np4 s" that, in tlit� jiiolgerr�c�nE of AITC, said.company is capable of complying with applicabl® manufacturing and testing provisions af.said Standard in respect. of.products manufactured at said plant. Conformance 'with the Standard in -respect of any specific or particular product is the sole responsibility of the manufacturer, AITC's gua`entee hereunder being that the said.company is qualified to produce a product meeting the said Standard and that its plant. is periodically inspected and verified by the AITC Inspection`6ureau. .o. AITC 8i'l'lfical2 t'v0, AITC FORM IAC )1.992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" I0/l0 39Cd d89 NII^!QC d3A3h1 L550TL£9TF Rb :P7 gTfA7 icy ir.n BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM EATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number /i � .�l4 Building Permit Number > X71 Property Owner (s) Project Location /Address Subdivision Name y New Development Assessable Sq. Ftge O,�C Type of Residential Development (check one) Single Family -Detached Single Family -Attached /Alteration/Addition(s) _ Y Mobile home Demo Pe't (date issued Comments: V7:% Non -Residential to Residential Mobile home replacement Multi -Family Dwelling verified by Assessor Department verified by Building Department KFRRD 0 CARD 0 PRPD 0 DRPD certifies that: /f R Name l0 Mailing Phone Number State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: r Dwelling Units @ $ o� 6 = per unit for a total of $ 6 o< Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Recreation and Park District Representative by Cash: Receipt No: 11 r Date SIDE PLAN' u. .. .................:............. :.. .... ............ .. ... • • •. .. .. .. .. _............_ .. • • --- ._ .. ... . •. -. .. ... <. ......:.....;.............,.....,----.-........... .. _..... .. .. .. ... ... .. .. .. ... ._ .. .. _ ... ..................:.....i...._.:......:.....: :..._..:..... .. _ ..... ... ....� .... ..... _..._ .... _.._ .. _........ ...........<..................:......:......: ............................................ ... .. .. �. ....--•..........:............ ... . ... .. .. �� - --• _... -- - -. .. ..- . .. ...• .--•••.:..... ............. ...... i...... ...... .. ... .. .. ... ._ .. ... ....... ...... .................... .. ... . -• •• ......... :........... .....%............i.... .. .. ...........:..... .....:................ - -- - .. i c c i .. ... .. .. .. .. ...... •-_...•-••.•---..... .. •. .. • ... .. ...........�............. ............... — •� ,41ND P�IVISICiN » WILDING PLAN /�PPRO�t� L .. ..........--•-•..... .._ .. _ ... .. - ....... s : Usc-: .� Date: G .......................................... t� 'rdPi °'-..... ......andsca.;......>..... . .. . . ate. .. ................. �•- ........... :.................... ........... .. -- .. ..- . .. .. ii�10�� 4 ....:. .......... ...yuAl ............. .. ... .. _ t . . . .. . . . . . . . . . . . .. . . . . . n .. ................... .. ... .. .. ... .. : QQ �7 : raj : : : b .. ... .. .. ... .. .. 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