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HomeMy WebLinkAbout047-740-030NOTES RESIDENTIAL V/04 -C)7 45 PERM 047-740-030 FARiBA, ANI IN, ! 13998 LINDBERGH CIR, CHICO { Cont: PERFECTION POOLS NEW POOL } r 1 1 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 J.OB FINALE D (Date) Signature J=OK I. 0 = Not OK . = NotApplicable Not Ready Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s PCS (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) �Wc.; Enclosures; Conduit Entries -Terminals -Listed 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG eallh Department Approval 7. Well Clearance & Disconnect 1 1 8. Utility Clearance nclosure; Fencing -Alarms z Dat Card B-1 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 Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails s 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric j 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh j 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings ' 1 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date PP PCS (Plans) OK except #'s backs -Easements 2. Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. �Wc.; Enclosures; Conduit Entries -Terminals -Listed 90"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. eallh Department Approval mb.; Cir. Test -Water qUaply Test 1 1 Lit Niche l ` nclosure; Fencing -Alarms z Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. _ Stemwalls, Garage; Steel-Blockouts-Wraoped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation no Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance 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 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 59. Card B-1 Date Card B-1 Date 60. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Brace Interior/Exterior Wall Panels 24. Fixture & Transformer Clearance -Ins. Protection Insulation -Walls -Ceilings 25. Elec. Receptacles Spacing -Lights & Switches at Doors Infiltration -Walls -Windows 26. Size Boxes & No. of Conductors Stapled Card B-1 Date Card B-1 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 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. Wi-e Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al 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 71. Fireplace or Stove, Clearance -Hearth Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except Elec. Outlets & Receptacles at Kit. Counter 36. A.C. Ducts Insulation & Support Garage Fire Door; Swing -Landing -Closure 37. Vent Fan, Exhaust above insulation A.C. Duct in Garage -Damper 38. Condensate Drain & Overflow, Size & Grade Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Plb.; Elec. & Mech. Equip. Listed for Location 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 82. 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 83. 43. Bearing Walls over Girders & Floor Nailing 84. 44. Draft Stop in Walls (rat proof) 85. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 86. 46. Headers & Beams -Size & Bearing no Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds BP040745 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/17/2004 APN• 047-740-030-000 the Business and Professions Code, and my license is in full force and effect. License Class: '— S 3 License Number: GGG� Site Address: 13998 LINDBERGH CIR CHI Date: -3//'7A::'/—( Contractor: (-P �� �G T, �� �S � "S s Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: POOL (MASTER #01-500) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: FARIBA AMINALROYAE to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 13998 LINDBERGH CIRCLE 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA 95973 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 (530)518-7467 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: BACHMAN & ASSOCIATES owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: PERFECTION POOL AND SPAS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 172 E 20TH ST CHICO, CA 95928 Date: Owner: 530-895-0437 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 566654 131 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: BACHMAN & ASSOCIATES the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: p Carrier. Total Square Ft: 0 S. F. Policy#: 27 Z — Z Valuation: $0.00 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 Census Code: 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 prov sions. Date: �f 1 7/D Applicant: a G fl WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one ' hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY _ This permit isereby' s ed under the appy able provisions of the Butte County Code and/or 1 hereby affirm that there is a construction lending agency for the Resolutions o di ed above r which fees have been paid— j! performance of the work for which this permit is issued (Sec 3097 Civ.) / Name: BY Date: L/ d PERMIT EXPIRES ON: 3 7 OS - Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized 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 authorize representatives of Butte County toente)r upon the above mentioned property for inspection purposes. Print Name: +� 1"%/_ c r e cru ✓�S Signature: Date: �/ �/C ❑ Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 I. PCERMIAPLICATION DATA SHEET ASSESSOR PARCEL NUMBER 647- % OWNER: TP Proposed Building Use: ` Counter Technician: D(A Date:- (�Ilrgs required in order to appy for a permit. All boxes MUST be checked OR marked NA in rder to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or frld plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form JA -11- 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other - Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers.....................:......................................................I............... ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ............................................ ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: C5 K (B)Parking: (C) Parcel Check:` ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... rj ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... `l ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :.................... ......... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... 36. Deo,Restriction........................................................................................ 37. e'Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Chck t H.C. . $ . 38. Otd- 39. Other: ten issued Telephone V and hold for pickup. I have been informed of t e above items a d requirements for obtaining a building permit. Applicant: D Date: 1. Index permit applicationfor above items numbered: Plan Check Letter r 2. Additional items require Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE OnLy Riot Plan Ansclfn_- Foos Plan Ansehed Sent to S.D. I Owner Location AP# Plan Approved for: Sewage Disposal v/ Clearance for .fig- Other Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well Environmen !Hea th Specialist 3 ,� Date J 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION T >< 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _P ZONING BUILDING PERMIT OWNER TtL&HJNE SO. FT. OCC. BUILDING VALUATION 243 162. OWNERS MAILING ADDRESS - 1130 SW%,_C., ,,035 U 18 630. CONTRACTOR'S NAME - -' "' 1 TELEPHONE `00 • WMY N 29600. [, V CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace L500. LENDER'S MAILING ADDRESS Total Valuation $ 265.872. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1 220.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 793.33 BUILDING ADDRESS 3 29K 1 T' l; .i `T) Energy Plan Checking Fee $ 23.00 $ - PERMIT FEE $ 056.83 LOT NO. 30 SUBDIVISIONS NAME PHEAS G SUB #3 PARCEL MAP 1153-41/43 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 201 7.00140.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: VF,G7 SINGLE Ftii�IILY Gas piping system t - 5 outlets 9 15.00 Building sewer 15.00 1 9 -no Mobile Home S G W @20 .00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'OA OR LESS 23.00. Q0. LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fug force and effect. U License Class Lic. No. S/ 2-24 Z OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO tOooA 46.00 NEW CONST. DW JNG OCCUP. OR ADONS. ( 8 ACC. S. SO 193.85 3.50FT.Co =R.lpT* MULTI OUTLET 97.50 S OWER AP= R Ex. Occup. OUTLET OR FIXTURES 20 @ 100 SAL o .50 Ex. Occup. OuTLED fBAe�SID.,'& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' cor9pensation provisions of section 3700 of the Labor Code, I shall forth ' h c ply wi ose provisions. %' X10 Date ? ' — 63 Sign ure of Applicant- Ow r 01 Contractor 11 Agent An OSHA permit is required excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. MECHANICAL PERMIT Fling Fee 20.00 Heating 9 99 -no go -op Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46,00 OCC CONST. TYPE OT L F E $ HAz. D. a I FL o J, cOF PAR 71 HD I/ SUE V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated bove for which fees have been paid. I J By Da 6 1Z" PERMIT PERMIT EXPIRES ON Date Receipt No. 37000_/- . ii?/ �('>c� % Q.� a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR/ GOLDEN ROD-APFILICANT BUTTE,COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. y- �� -b3y A.P. Number � Jurisdiction: City County Property Owner Property Location/Address Ct Subdivision 6r Lot No. ............................................................................................... Residential Development Sq. Footage No of iving Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): €................................................................................................................... Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) 4(11 Building Department Representative Date i�imoor runs reviewea oy bcnooi uistnct versonneu District Identification No. / 2 - School School District certifies that pplicant) d h _ C4-- 3 z - '70 5Z� (Street Address)— I' (Phone Number) r (City) has complied with the. requirements of Resolution No. representing V J square feet. , I -W W School District Re (State)(Zip Code) 7 'I"( " ( 'FIS i — O by payment of $ ' / r Paid by Check # Remarks: �\ AB 2926 $ f FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 11 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm BUTTS COUNTY PARRS DBVEWPMSNT FBS CERTIFICATION FORM `• CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) Property Owner C 14 Project Location/Address L Y, a r:5; p� � � , ( '_MI W Subdivision Lot Number(s) Residential Development: (check one) V/ New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units I Comment: uil ing Department� e ntative Date Chico Area Recreation and Park District(CARD) certifies that Applicant Name Z 7US4 Phone Number .3/-30 �5 C,7..--0400-PC (Street Address) (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by a payment for dwelling units @ $1,189 for total payment of CARD Representative PAID BY CHECK N0. , BANK N0.• \ PAID BY CASH RECEIPT N0. REMARKS: Distribution: White --Applicant Pink --CARD park.fec (form revised 11/90) LQ1,-JJCr.-2, - Date 061121W #73'99 1:4 3PMX' +F AL $1184.00 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. �^!'F7�•'�'sY�rcrt'`�'�{;�°`i�%�rr�/FT�."r+�M'n^R}'�':x•�s�'7r�Y�#T7�ir'i��R�4:(i<1'�#o�r:t�'r�ll�;m�v.��'y"►��A{'Y''''-�! 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 t-7 c •� OWNER: I �(✓ ASSESSOR PARCEL NUMBER CJ 4-1'7'" / 'ID—rj ,[._.C% Proposed Building Use: I VRS ( 1 I� Counter Technician: 7P Date: o "15- - Items required in order to apply for a permit. AW boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -f,s.;3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) M 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5 Statement of Intent for Non -heated and A/C Buildings ................................ vj� ....... I16. Sanitation and plot plan approval from the Enviro/me I Health Dep rtment in(�,Y1 (C° 7 City of Chico Plumbing permit....................................8. California Department of Forestry plan approvald. Sent, by 3'' ................. ❑ 19. Planning approval for (A) Use: pK (B)Parking: (C) ar e Ch Contact Land Development about ❑ Improvements, ❑ Drainage ............................... �r 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ :, ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... .12 4. Worker's Compensation Carrier�ao Policy Number ..............:.............................. P2 Owner -Builder Verification ( iven to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... �/ a 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone S - s a �)(,Qz er and hold for pickup. I have been informe of t e abov items and requirements for obtaining a building permit. `u. Applicant: Date: 1. Index permit application for then- ove items numbered: ' Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑phone, ❑mail, ❑ counb,, Date: Plans reviewed by: Date: Plans approved by: \. - Date: Structural reviewed by: Date: Structural approved by: Date :r• Note transfer by: 4-5 Date: -Yellow: Building Division E.H. USE ONLY 8t07 Stan Anechod e i � '°•• Floor Plan ACtsclsad Sent to B.D. lygi T0. Building Department 9- FROM: Environmental Health SUBJECT: Sanitation Clearance 2)W17e-,V L�f 36 L.h�, C.r '-'7— 7 40—' 631?> Ownef Locat on AP# Plan Approved for: Sewage DisposaQL Water Supply: Public Private Well >S' Clearance for —dwelling: Other IL Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 0 POL11 A.P. # PROPOSED BUILDING USE' DATE 1. BUILDING PERMIT FEES RECEIPT ,3 # DATE REC. � Balance Due ....................... $ O Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES()kit6�GSL. D�tII (paid at District Office) (Available after Plan Check) /d 6 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft'.) ............. x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............. -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES Ch (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _ 017 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion #-- $200.00 $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE 25 .00 paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE ?_� 6-; Pursuant to Government Code Sectioe6-602O, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner . (Rev. 6/00) r COUNTY OF BUTTE -DEPARTMENT- OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 a Telephone (530) 53 -1541 -• PERI APPLICATION AND PERMIT ASSOMORPARCELNUM ERFly"°N0yBUILDING PERMIT NO Eh SO. FT. OCC. BUILDING VALUATION MUM ADORES; _ n /_ 1 A- /7 — 1 ^ / - JUDIMEsiS UCC ADDRESS ARCH= OR EN MEEK ucEx;E Na ARMM= OR ENWIESM UUM ADOAEW MVJMADDRESS r,pT SusmVis D m NAME J %� .4p USEOFSTRUCTU+ RE i 0 y f-\ c__ SF C3 Duplex 0 Mobllehome D Other TYPE OF WORK sP�o-r New a Adcffm 0 Remodel 0 U6fiffes 0 Installa8m1 O otlner D Describe Work N0. ' ov Ex. • Oxu ounsr oR F mmm o S (7. Ex. Occup,• M A o� Fue `lace *PERMai FEE P.b $ SO Vol, Tem or service �eM�� Total Vaivatlon S SPA 00 Mobile Home Facil'16es Firm Fee S 20.00 Wmc. Wining Permit Fee S Pian Checldn Fee $ $ PERMIT FEE S Energy Plan Cheeidng Fee $ C-1 MECHANICAL PERMIT Fling Fee 20.00 $ o Heating PERMIT FEE S j $CooingG PLUMBING *PERMIT FiOng Fee '-20.00 Hood ` Each Trap AMOVW RECEZVVEb 7.0 "' ` a Soler or heat pump water heater 23.00 PERMIT FEE S Water piping 15.00 •C4 Moblle Home Installation Fee S .Each gas water heater or vent 2 15.00 orgy Inspection ee S Gas piping system 1 - 5 outlets *Mm" MjkuU 15.00 jo..- CD TO AL FEE BullcHng sewer 15.00 Mobife Home I S I G I W @20.00 ' PERMIT FEE S' P-ELECTRJFICAL PERMIT z o,, � 2M To ,00a 6-7 �-a� ���'V Z OR i ACC. Vn.E RUM KEW 00"sr— ra+�novrtsr Ajamm ; Feel 20.00 L00 eo TOO d RS ROD CDF This perm@ is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Incilmated above for which fees have been paid. ,-,�-2 6 �, BY . Date ReoeiptNa PERMIT EXPIRES Old WMITE•D.D S.•B.0. CANARtASSESSOR PINK. NSPECTOR GOLOENRO APPUCANT e Ex. • Oxu ounsr oR F mmm m ® o a t.d50 9AL (7. Ex. Occup,• M A o� 5.00 *PERMai FEE P.b $ SO Vol, Tem or service 29.00 SPA 00 Mobile Home Facil'16es 20.00 — Wmc. Wining 29.00 QTM. $ PERMIT FEE S $ MECHANICAL PERMIT Fling Fee 20.00 Heating $CooingG Hood ` 6.50 O AMOVW RECEZVVEb $_ �, Ventilation $O22SC PERMIT FEE S Moblle Home Installation Fee S orgy Inspection ee S �/ *Mm" MjkuU '70)0r) 2 CD TO AL FEE TOO d RS ROD CDF This perm@ is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Incilmated above for which fees have been paid. ,-,�-2 6 �, BY . Date ReoeiptNa PERMIT EXPIRES Old WMITE•D.D S.•B.0. CANARtASSESSOR PINK. NSPECTOR GOLOENRO APPUCANT e COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .,..a� 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ERMrI7N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-740-0,915 Q 3 © ZONING CO -1 BUILDING PERMIT OWNER ' �fi Trrt TELEPHONE SO. FT. OCC. BUILDING VALUATION R 243 162. OWNER'S MAILING ADD SS M C3 A v !120 M 1=!T r oc o U 18 ,630. CONTRACTOR'S NAME M"WR TELEPHONE W 200 ON 2$6000 6CSM. CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1 M LENDER'S MAILING ADDRESS -1. Total Valuation 265$872. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1 220.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 79 .33 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 2.056.83 LAT NO. 30 SUBDIVISIONS NAME ' PMLSANT L40IM SUB #3 PARCEL MAP 153-41/43 PLUMBING PERMIT Filing Feel 20.00 Each Trap 7.00140.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 30,00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Nal SINr,LE FAMILY Gas piping stem 1 - 5 outlets 7 15.00 Building sewer 15.00 Mobile Home ISI GI W1 Ca20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 OOOVOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full,force and effect.S-1.2 v� �/ U/f License Class ,C Lic. No. -7 !'j �! OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. II, as owner of the property, am exclusively contracting with licensed contractors ' ,to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' co pensation provisions of section 3700 of the Labor Code, 1 shall foviv rth 'th co ply w' ose provisions. X ,/ Date Z 5' O 9 _ Signa ureYo-Tf-Applicant -,FST Ow e� ❑ Contractor ❑ Agent An OSHA permit is required f r"excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. I Main Service To 46.00 DWE200ALLING CC EW CONST. ( OWElLIC. LDSUP. 3.50SIT 193. 85 NR ADCNS MUALCTICOUTLET NON-RESID.T. @7.50 POWER APPARATUS 3 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL 20@'.00 @ .50 Ex. Occup. OUTLErs Aa ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE s 259.85 MECHANICAL PERMIT Filing Fee 20.00 Heating 2 125.00 50.00 Cooling 25.00 50.00 Hood 6.50 Ventilation 4.50 29_90 PERMIT FEE $ 149.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC CONST. TYPE TOTAL FEE $ 2 761.68 HAZ. ,,,.► D Es IM FlOD ! cOF PAR P� ✓ HD suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / (x By Date t� PERMIT EXPIRES ON Data Receipt No. .370UYJ1 �WL)-W/ -6aOa A /+r % ?S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 10 -Jun -2003 2003-0037567 Has not been compared with original BUTTE 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: S� RdfaeGi�d 6CoycLP Dat ' D PROPERTY OWNERS,:•--`- j' i State of Califj?ia 'e. County of L(, On _ 5 . Z " - 63 before personally appeared I r/ personally known to me (or proved to me on the basis of satisfactory evide ce) to be the person(s) whose name(s) is/asubscribed 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 sigqdltre(s). on the instrumen a person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS a nd cia seal ` DEE PALMER Signature Seal: N COMM.i 1358088 D NOTARY PUBLIC -CALIFORNIA N Rr COUNTY OF BUTTE W A.P. # ' � / ' / O ,0 3 O Comm. ExV %' June 22, --'r . r. r Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 30, AS SHOWN ON THAT CERTAIN MAP ENTITLED, PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. APN 047-740-030-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: FARIBA AMINALROYAE 13998 LINDBERGH CIRCLE CHICO, CA 95973 A.P.N.: 047-740-030-000 Order No.: CIH/C 2004-0008CES,Ica 3 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSOIARY DICKSON Assistant 09:00AM 18 -Feb -2004 REC FEE 13.00 Barbara Pane 1 of 3 Space Above This Line for Recorder's Use Only Escrow No.: 21717IDP DOCUMENTARY TRANSFER TAX NONE [ I Computed on the consideration or value of property conveyed; OR [ I Computed on full value less value of liens or encumbrances remaining at time of sale. [ I is exempt from imposition of the Documentary Transfer Tax pursuant to Revenue and Taxation Code 11927 (a),on transferring community, quasi -community, or quasi -marital property, assets between spouses, pursuant to a judgement, an order,or a written agreement between spouses in contemplation of any such judgement or order. ARDECLARrin By ME U-M-E-R-9IamaB Signature of declaring grantor or grantee INTERSPOUSAL TRANSFER GRANT DEED (Excluded from reappraisal under California Constitution Act 13 A Let seq.) This is an Interspousal Transfer and not a change in ownership under §63 of the Revenue and Taxation code and Grantor(s) has(have) checked the applicable exclusion from reappraisal: [ ] A transfer to a trustee for the beneficial use of a spouse, or the surviving spouse of a deceased transferor, or by a trustee of such a trust to the spouse of the trustor. [ I A transfer to a spouse or former spouse in connection with a property settlement agreement or decree of dissolution of a marriage orlegal; separation, or [XI A creation, transfer, or termination, solely between the spouses, of any co -owner's interest. [ ) The distribution of a legal entity's property to a spouse or former spouse in exchange for the interest of such spouse in the legal entitj`in'l conneciiori' ' with a property settlement agreement or a decree of dissolution of a marriage or legal separation. [ I Other: [XI Check when creating separate property interest in grantee spouse: "It is the express intent of the grantor, being the spouse of the grantee, to•convey all right, title and interest of the grantor, community or'otherwise, in and to the herein described property to the grantee as his/her sole and <separate property.'. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, GRANTOR 0,AHRAM "..TIl�SSAT" SPOUSE OF THE GRANTEE HEREIN. hereby GRANT(S) to FARIBA AMINA_ LROYAE, A MARRIED WOMAN AS HER SOLE AND SEPARATE PROPERTY the following described property in the Wi tcD j^ . County of BUT'T'E State of California; See legal descripEm�attached heo and mA6e a part hereof. BAHRAM RIASSAT Document Date: **** GRANTOR HAD NO RECORD INTREST. Mail Tax Statements to: SAME AS ABOVE or Address Noted Below AMER, C STATE OF CALIFORNIA ) ass. COUNTY OF On " 5-� , before me, personally appeared personally known to. me:. - (or proved to me on ttie 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. WITNESSmy d and official seni— Signature Title of Document Date of Document Other signatures not acknowledged DEE PALMER COMMS 1358088 FORNA COUNTY ONARY F BUTTE w Comm. Expires June, 2006 (This area for official notarial seat) No. of Pages GI -5191 3008 (1194) (General) First American Title Insurance Company Order No. BU -217171 DP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 30, AS. SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING. SUBDMSION UNIT 311, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGES) 41, 42 AND 43. APN 047-740-030-000 PARCEL II: A NON-EXCLUSWE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA IAT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON FEBRUARY 5, 2002, IN BOOK. 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. err SIA PLAN REVIEW APPLICATION Date: Z_ S' 6�� ._ � .._, .. AP# 0 y 1 —__J 8 — Permit Number (if auulicable) 023 — APPLICANT INFORMATION Parcel Size: r 0 t j A. Z— Owners Name: JUN>X 4 2, Owners Address: 1 SHla> V� G'PVV,6 0,-r- C_[A l G o Telephone No.: 3 Li 8 S Situs Address: L)N t'asa(,- cvz 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 ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved 0 Conditionally Approved ❑ Resolve Problems Prior to Approval N Site Plan Stamped Approved By Date 2-- "LS - Page 1 of 5' ALL ITEMS CHECKED APPLY TO THE PROPERTY t J 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) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: () 3 `ZP) Index Date: ❑ 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: S .Z 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 SC � > C -A — Side ` ; Side Street 5 Rear Z6 Height 2-11S7 Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 s > Applicable Development Fees: Y Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [] Deeds: Date of Creation: 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 Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ 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 ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [] Deeds: Date of Creation: 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 Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ 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 I, Subdivision Map/Parcel May: �'t1 trSta,N� 1N�l�Pr LUQ �N '�j Map Date of Recording: 2—�;-()-2 j© ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: f41 1 y Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: A TT,A C, � i ❑ 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 andmobile 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 road maintenance, and stop sign maintenance. 1 Page 4 of 5 I S 2 -- Lj::�A �j (- y I P -I 3 NOTES: UtJ1i-�k rl� 0 2 ALL WATER WELLS DRILLED IN AREAS OF KNOWN FLOOD HAZARDS MUST MEET THE CONSTRUCTION STANDARDS AS SET FORTH IN BUTTE COUNTY CODE 23B -9C. DEVELOPMENT OF LOTS 1 THROUGH 30 WILL REQUIRE CONNECTION TO THE COMMUNITY SEWER SYSTEM. LOT IS TO BE HELD IN COMMON BY THE HOMEOWNERS ASSOCIATION FOR THE PURPOSE OF PROVIDING A COMMUNITY SEWAGE DISPOSAL SYSTEM. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF 5' FROM LOT SIDE LINES, 50' FROM SEPTIC TANKS AND PRESSURE SEWER LINES, 100' FROM STORM WATER DETENTION AREAS, AND 150' FROM THE COMMUNITY SEWAGE DISPOSAL AREA. LOT 7 IS A DESIGNATED COMMON AREA FOR THE REPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGE DISPOSAL FACILITIES. A SEWAGE FACILITY DCPANSION � AGREEMENT IS RECORDED UNDER RECORDER'S SERIAL NO.2 000L - 000 9 9.3 3 PROPERTY OWNERS AGREE TO BE INCLUDED AND PARTICIPATE IN ANY FUTURE CHICO AREA RECREATION DISTRICT FORMATION OF A LIGHTING AND LANDSCAPING DISTRICT FOR THE NEIGHBORHOOD PARIS IDENTIFIED AS LOT B ON THIS MAP. �A a FLOOD ZONE PER FLOOD INSURANCE RATE MAP 06007C0320D, DATED 01-20-2000 V 0M,W,/,/ Jun 13 03 07:53a P.1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION G 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ��IIT, .. (Rev.12/96) APPLICATION AND PERMIT AS SESSOR PARCEL NUMBER qq ,p ZONING BUILDING PERMIT .OWNER TELEPHONE _ SQ. FT. OCC. BUILDING VALUATION 45,013 'R L.43 162,- . OWNER'S MAILING ADDRESS 'Zi L`i c'Iry­:%'\ 1> f.IT.�1 ^A )c! 10 —'_5 U LrJ.630. j _ CONTRACTOR'S NAME• TEL'PHONE n' ! 0 0 C.Je% 2.600. CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 500. a. LENDER'S MAILING ADDRESS ''"> Total Valuation $ 265..372^ ARCHITECT OR ENGINEER UCENSE'NO. Filen Fee $ 20.00 Permit Fee $ 11 1.4.20. 50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 791" BUILDING ADDRESS Energy Plan Checking Fee $ % 3,'X PERMIT FEE $ 2.0563. cs LOT NO. 30 SUBONIS IONS NAME !?i: 5! [vT I,6&D1:[i-SI;)a ,L3 PAI(CEL MAP -3-41/43 /43 PLUMBING PERMIT Filing Fee 20.00 Each Tra �. 7.00 4.0..E USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15,00 �1 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work;S�.ti`9i,?, Gas piping system 1 - 5 outlets ) 15. 0 01 ir Buildina sewer 15.00 19,0z Mobile Home S G W @20.00 PERMIT FEE fi 9.90.. 03 ELECTRICAL PERMIT Fling Fee 20.00 00 o OR LESS Main Service zoo. OR LESS ( 23.00 7 ). QV) LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. _ - / '^ i r}' R' License Class G." Lic. No. �r G--• OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 13I, 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. 4 I, as owner of the property, am exclusively contracting with licensed contractors -to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEIN CONST. DWELLING occuP. OR ADDNS. 6 A.C. BIOS. So . 3•SeFT.MEW UUNS NON-RESID. MULTI.00.UTLET @7,50 POWER APPARATUS & SINGLE OVrLEi CIR. EX. OCCU OUTLET OR FIXTURES gq0 @ 1.00 Ex. Occup. oUixTLE. PPD A"'M 5.00 Temporary Service 23.00 23 i? Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEEi z`iit_, ^ 5 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. . ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the labor Code, for the performance of work for which this parmit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) If' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' cor9pensation provisions of section 3700 of the Labor Code, I shall forthvyj)h col iply with Those provisions. X i�`� -"""'" �� Date w . w _ Signature of Applicant -.,El' Owpei ❑ Contractor ❑ Agent An OSHA permit is required fo a cavations over 50° deep and demolition or construction�Ef of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating ? 25.aQPQ 504f.0 Coolln 2iS�;YI �v Hood 6.50 Ventilation r PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46. X.) occ CONST. TYPE TOTAL FEE $ HAZ. p, ES IMP' 8000 CDF pAfICEL PD•' HD TSSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. E By i _ M' ^Tt Date t Pt b PERM ITEXPIRESON Dere ReceiptNo 7 )IJ':G ;i;':>..�, rL`� .` % Y SL^ Gt WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN FIOD-APPLICANT NOTES RESIDENTIAL o3-30_1 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J JOB FINALED (Date) Signature i L 11 . YELL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J JOB FINALED (Date) Signature V=OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Gas; MH Test -Demand -Valve -Connector 4. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Water; MH Test -Regulator -Connector 6. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Electric 9. Tie Downs -Type -Installation Cert. 8. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Siding; Nailing -Veneer -Stucco -Mesh 12. Permanent Foundation Only; License Decal 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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 in Conduit 9. Health Department Approval 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 V= OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Xinderfloor (Plans) OK except #'s oning- Setbacks- Ease ments-Flood- Slope to.. Main: Soils-Elec. Grnd,4/1 /- Ft.. Depth 3. Ftg., arage; So -SIYZIlec. Gmd. -/I JSP' Fig. Depth 4. F_14.7, ., Porches & Dec _;$oils -Steel-/ P' Fig. Depth Date U ei/5t mwalls,Garage[oott blockouts-wrapper old Downs and Special Anchors 46. 7. Slab, Steel -Wrapped Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 8. Piers -Fireplace Ftg.-Steel 49. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 52. 11. Water Pipe; Test -Anchors -Regulator -Service Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 12. Electric Underground 55. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Siding -Nailing Veneer 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 58. 15. Access & Ventilation Shear Walls; Nailing -Bolts 16. Insulation G.F.I. & Bath Fixtures & Tub Access -Spa 68. Date/ Card B-1 Date Card B-1 Da� 4 Card B-1 v Date Card B-1 Date PLUMBING (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 17. Water Htr.; Vent -Access -Combustion Air Baffle Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 18. Water Pipe; Test & Anchor -Nail Protection Elec. Outlets & Receptacles at Kit. Counter 19, D.W.V.; Test Fittings & Anchor -Nail Protection Garage Fire Door; Swing -Landing -Closure 20. Shower Pan; Test, First Floor -Tub Access A.C. Duct in Garage -Damper 21. Test Tub & Shower, Second Floor -Tub Access Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 22. Gas Pipe; Sixe & Anchors Plb., Elec. & Mech. Equip. Listed for Location 78. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 23. Fixture & Transformer Clearance -Ins. Protecticn Clearance Looked under Floor ❑ Yes 24. Elec. Receptacles Spacing -Lights & Switches at Doors Following Insild./Drive J Yes J No/Walks D Yes J No/Planters J Yes D No 25. Size Boxes & No. of Conductors Stapled Stucco Brown -Finish 26. Romex Installed Close to Edge of Studs & C.J. A.C. Unit Disconnect, Electrical -Plumbing 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Water Well, Disconnect, Electrical, Plumbing 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Exterior Elec. Trim, G.F.I. Receptacle -Underground 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or A,. Insulated Neutral O Yes ❑ No Ventilation Throughout House 31. Service -Riser Conductors & Ground Main Disconnect Glass Protection 32. Equip. Clearances Panels-Motors-Mech. Equip. Corrections from Previous Inspections 33. Clothes Closet Light -Shower Light -Spa Light Gas Test -Meters Tagged, Gas -Electric 34. Smoke Detector Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date MECHANICAL (Permit) OK except #'s Card B-1 Date Card B-1 35. A.C. Ducts Insulation & Support Card B-1 Date Card B-1 36. Vent Fan, Exhaust above insulation Card B-1 Date Card B-1 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. 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 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive J Yes J No/Walks D Yes J No/Planters J Yes D No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE '5 �i g L i '�'v-3 G 2 CAA1 c 30'c T asG— , Pa 6AS4a T LA►.�t71 (a- ?7 0 subawwon Lot Nmper - DESCRIPTION OF INSTALLATION 1. ROOF *.... , Material Brand Name Thickness (inch Thermal R (R -Value) 2. CEILING Batt or Blanket Type Fit mMbss Imre Brand Name Johns Manville Thldma (inches) t 3 Thermal Resistance (R -Value) 238' Loose Fill Type F"iber+(ilass Brand Name John; Mamriile ContrsacWNs min. installed weiglri/R sq.. 6 l S tt,, Minimum Thickness i - -4 S inches. Manufacturer's installed weight per squame that to achieve Thermal Resistance (R Value) '23g 3. EXTERIOR WALL Malaria) Fibmia" Bsttg Thickness (inches)_ 3 . 4. RAISED FLOOR Material SbEglon Raft Thickness (incites S. SLAB FLOOR / PERIM R Material Perimeter)fftfation Depth Qndtesl & FOUNDATION WALL (inches) DECLARATION Brand Name ,Cohn Manville Thermal R (R Value). Thermal Resistance Brand Name Themrel Reale%* (R•Value) Resistance (R -Val a) a9913 P)) s I:K n l ance �Ib= ?.4,Par ln I% Calif min Codconfbe of Vw incl Iffine caM of oanarlce, sn+e able. C.L#499150 �'�-°`� Z . S . 3 LOERKE INSULATION CO., INC. ` Ge ctor ame Iterrift---g grgn-aW, oats instal I a rttr dor (Co. are) Ori er stern- S ure' C 1 carnrador C0.r ame Or er Y NOTES ` PERMIT NO. � fa t� - 1# t f .r i RESIDENTIAL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L JOB FINALED (Date) Signature �4 f i RESIDENTIAL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L JOB FINALED (Date) Signature J=OK 0 = Not OK . = Not Readyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special.MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-11' Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 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 Y . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Dept -i 4. Ftg., Porches & Decks; Soils -Steel-/ /° Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Co a ate Drain & Overflow, Size & Grade Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM ING (Permit) OK except #'s 1 iter Htr; Vent -Access -Combustion Air Baffle 1 a e� Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection JZ,+ r 0 JT t *ZbeShower Pan; Test, First Floor -Tub Access 21. T t Tub & Shower, Second Floor -Tub Access 22' -Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT CAL (Permit) OK except #'s ure & Transformer Clearance -Ins. Protection 257 Ele . Receptacles Spacing -Lights & Switches at Doors 2 ize oxes & No. of Conductors Stapled 27 mex Installed Close to Edge of Studs & C.J. r2V Equip. Ground made up w/Mech Fasteners -Bond Gas & Water '9. 2 Appliance Circuits in Kitchen & Conductcr Size GFI 30. Subfeed Wire Size/, ,/g . C or AI-A.C. Wire Size/ / r AI 31. Range Circle/ Iga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 40L-Keaders & Beams -Size & Bearing L Date F . MING (Continued) Ha ers-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 9: F�Olace Ties or Type A Flue -Fireplace Throat Clearance (2%`Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. �perty Line Firewall & Openings 52 Eft Doors -One 3' -Check Garage 3rd Story, 2 Exits t irs; Width -Headroom -Rise -Run -Landing -Fire Protection 5& -'Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 32. Service -Riser Conductors & Ground Main Disconnect 63. Infiltration- s- indows 3 Equip. Clearances Panels-Motors-Mech. Equip. Dat -o 34 Clo!pes Closet Light -Shower Light -Spa Light FINAL (Plans) OK except #'s 3 moke Detector 65. Smoke Detector Date Card B-1 Date Card B-1 Date 68. G.F.I. & Bath Fixtures & Tub Access -Spa Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 70. Stairs & Rails A.0 cts Insulation & Support 3 e t -Fa ;Exhaust above insulation 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Co a ate Drain & Overflow, Size & Grade 3 ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 76. A.C. Duct in Garage -Damper 4 Attic Access & Platform if Furnace in Attic Date 78. Plb.; Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F ,AIMING (Permit) OK except #'s 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 41 Sill roper Materials & Anchors _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes 0 No al tuds-Nailing Spacing & Braces -Plates -Sound 84. Stucco Brown -Finish 4Draft earing Walls over Girders & Floor Nailing Stop 'n Walls (rat proof)(O�Fire,$Kps, 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Furred Ceilings -Stairs -Chasers -Tubs 40L-Keaders & Beams -Size & Bearing L Date F . MING (Continued) Ha ers-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 9: F�Olace Ties or Type A Flue -Fireplace Throat Clearance (2%`Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. �perty Line Firewall & Openings 52 Eft Doors -One 3' -Check Garage 3rd Story, 2 Exits t irs; Width -Headroom -Rise -Run -Landing -Fire Protection 5& -'Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration- s- indows Dat�. Card B-1 Date Card B-1 Dat -o Card B-1Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O 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: NOTES RESIDENTIAL 047 -740 -gel 63 dr x/03-0321 . PERMIT NO. _ DE�gNEY CK r 3 9J�gINDBERG CIRCLE, CHICO NEW SINGLE FAMILY 6e2l RW 64CZ` ef -03 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTE OFFICE CpPY t i Address 13 + I� 1 GAS Z7..7 ,63. Meter By Dat ELECTRI Meter ByDat ' 03 JOB FINALED (Date) v� 10 'Signature K?�� i� tj!�� J=OK O=Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 4. 6. Water; MH Test -Regulator -Connector 5. 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. 8. Gas and Electricity Tagged 7. 9. Tie Downs -Type -Installation Cert. 8. 10. Exits; Insp.-Sketch 9. 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B71 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 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 Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ i" Ftg. Depth Property Line Firewall & Openings 5. Stemwalls, Main; Steel-Blockouts-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6a. Hold Downs and Special Anchors Siding -Nailing Veneer 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way CIO -Ser Test 10. UF, Gas Pipe; Size Anchors -Yard iping; 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 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.V; Test Fittings & Anchor -Nail Protection 11 20^hower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card 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 Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Egjip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Wace Interior/Exterior Wall Panels 1/.t A f . Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date 12V7V Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date FIN (Plans) OK except #'s Fxt. Steps -Door & Sidelight Protection -Landings S oke Detector Furnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection !MZB droom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 9 lec. Trim & Subpanel, Breaker Sizes & Labels 7A- Stairs & Rails . l5replace or Stove, Clearance -Hearth lec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 4 c. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 46-X.C. Duct in Garage -Damper . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ! Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location Mr,viec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 484, Guard Rails & Deck Construction -Post Caps 1)2- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. 14lowing Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No Stucco Brown -Finish 85Unit Disconnect, Electrical -Plumbing . V,Lots Above Roof, Plbg Appliance Fireplace Clearance to Openings Wgter Well, Disconnect, Electrical, Plumbing 88!E erior Elec. Trim, G.F.I. Receptacle -Underground e tilation Throughout House 0 mss Protection C ections from Previous Inspections Test -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to de -HD Approval E gy Compliance Certificate-Othe es 95,"Address Posted 96. Fire Sprinkler Datq ^ Card B -1 6(_-U Date Card B-1 Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 210 GD Z3 00375Ea-7 Recorded I REC FEE 10.00 Official.Records I CONFORM 1.00 CoBUUTT Of I TE CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON Assistant .I I Becky 03:47PM 10 -Jun -2003 I Page l of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. Z All that real property situate in the County of Butte, State of California, described as follows: Sem e9aP Date Z O WeR State of CalifWia County of P 'e On before personally appeared ry_personally known to me (or proved to me on the basis of satisfactory evide ce) to be the person(s) whose name(s) is/asubscribed 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 sig refs) on the instrumen a person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS a nd cia seal. �- DEE PALMER Signature Seal: N COMM i 1358068 D ® Pumm-NOTARY PUBLIC -CALIFORNIA y COUNTY- OF BUTTE W A.P. #�� /' D iO 3O Expires June 22, 2006 Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 30, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. APN 047-740-030-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. r ,dog — s Ipl mtm NORTHSTAR ENGINEERING 20 Declaration Drive .Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 RTRTTCT.TTRAi CAT CTTT ATy0NS PROJECT- LOCATION EF- �, J J SIG C-- GO, CODES: JOB NO. 7090 DATE Uniform Building Code, 1997 Edition AISC, Manual. of Steel Construction-, 9th Edition .AITC, Timber Construction Manual MATERIALS: Concrete: f'c.= 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: O psf Seismic Zone Wind Speed: 7S mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? LIQ GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility, of NorthStar Engineering.' Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is e Page 1 of 2.> E MAMMOEPARMW `� � � 311 �lbl p rA BY: J rt r 20 DECLARATION DRIVE DATE: �' I �Y'°°' `= "`i`�' `='�` '' CHICO, CALIFORNIA 95973 JOB NO: �� fO ENGINEERING 530-893-1600 PAGE Z OF Civil Engineers • Planners* Surveyors FAX 530-893-2113 � �x x IZIa o /D . � • �•� CEJ V � v '`� � -�- � �. CA 7 NN y \IVJ _ -r-- AX y ' a NorthStar ENGINEERING Civil Engineers • Planners •Surveyors STRUCTURAL CALCULATIONS PROJECT: Single Family Residence LOCATION: Lot #30 Pheasant Landing Phase III, Chico OWNER: Rick Denney JOB NUMBER: 7090 DATE: January 18, 2003 CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: Butte County LOADS: Seismic Zone: 3 Wind Speed: .75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1000 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of r BY: JMR NORTHSTAR ENGINEERING 1/18/03 20 DECLARATION DRIVE JOB NO: 7090 CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 2001 CALIFORNIA BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES - 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5*.36*W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 • Q P = 1 E = P * VW = 0.200 W (PER UBC EQ. 30.1) NET SEISMIC FORCE = 0.200 W/1.4 = 0.143 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq = 1.3 DESIGN qs = 14.5 PSF PRESSURE Ce 0 - 15'= 0.62 Cq*gs*Ce = 0.0117 KSF 15'-- 20'= 0.67 = 0.0126 KSF 20'- 25'= 0.72 = 0.0136 KSF 25'- 80'= 0.76 = 0.0143 KSF 30'- 40'-- 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as.detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). N BY:. NorthStar DATE: JOB NO:7o1�1v ENGINEERING PAGE �j OF Civil Engineers •Planners•Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 By: MEM NOrthStar Date: 9/6/00 ENGINEERING Job -No. 70 +O Page of PARTIAL LATERAL DESIGN LINES: 2,3,4,5,6,A,B,E,F,K,L, & M COMPLY WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 1,Lsw1 1, L2 I,Lsw2 L L3 LLsw3 L L4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L5 LLsw5 L L6 L1 = 1 FT Lsw1 = 7 FT. 1-2-= 17.33 FT Lsw2 = 0 FT' L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 25.33 FT SHORTEST LENGTH OF SHEAR WALL = 7 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.01 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.04 K LATERAL FORCE THAT GOVERNS (V) = 2.04 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 205 FT^2 DEAD LOAD OF DIAPHRAGM (DL) _ . 0.014 KSF . LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 44 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 14 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF'SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 7.09 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 162 FT^2 WIND PRESSURE (P) = 0.0126 KSF r By: MEM Date: 9/6/00 Job No. -706i O Page S of SHEAR WALL LINE 1: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE. CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 +'Lsw4 + Lsw5) v = 0.292 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2:92 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.37 K NET UPLIFT FORCE= Fu lift - Fdwn = 2.54-K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0:08 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.40 K DSF3=v*Lsw1-(V/L)*(L1 +Lsw1 +L2)= 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00. K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4). DSF8 = • 0.00 K DSF9 = v * (Lsw1 + LsW2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v(Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.40 K MIN. DRAG STRUT FORCE = 0.00 K USE: iHEAR WALL NO. 2 iD2A HOLDOWN ON 2- 2X WITH SSTB20 A.B. ole PHv Z -STA36 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/6/00 Job No. % Iq O Page (9 of SHEAR WALL LINE 7: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 I, L2 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL. _PANEL SECTION, TYP. L3 Ilsw3 L L4 L Lsw4L L5 LLsw5 L L6 L1 = 1 FT Lsw1 = 2.67 FT L2 = 12 FT Lsw2 = 4.5 FT L3 = 10:17 FT Lsw3 = 0• FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 0.01 KSF TRIB..WEIGHT OF SHEAR WALL.(W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) TOTAL LENGTH OF WALL (L) = 30.34 FT SHORTEST LENGTH OF SHEAR WALL = 2.67 FT LATERAL.SEISMIC FORCE ON WALL (Vs) = K * W = 2.20 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.34 K LATERAL FORCE THAT GOVERNS (V) = 3.34 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 613 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 66 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 31 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016. KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB..WEIGHT OF SHEAR WALL.(W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 15.412 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 265 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.466 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.66 K By: MEM. NOrthStar 20 DECLARATION DRIVE Date: 9/6/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. -70,-', J 530-893-1600 Page i of FAX 530-893-2113 SHEAR WALL LINE 7: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 213 * (0'* Lsw1 / 2.* DL + Lsw / 2 " Hwall'* Dlwext) Fdwn = 0.14 K NET UPLIFT FORCE = Fuplift - Fdwn = 4.51 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1=(V/L)*L1 = 0.11 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.84 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.48 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.12 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 +Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3.+ Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 +' Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lswt + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.12 K MIN. DRAG STRUT FORCE _ -0.48 K USE: SHEAR WALL NO. 3 HD6A HOLDOWN ON 4X POST WITH SSTB34 A.B. o R P H Dt�, o O 'Z -Z><, LSTA24 STRAP AT ALL TOP PLATE SPLICES 0 By: MEM Date: 9/6/00 Job No. -70`i Page 8 of SHEAR WALL LINE 8: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP.. L1 1,Lsw1 1, L2 LLsw2 L L3 �Lsw3 � L4 � Lsw4, L5 Lsw5 � L6 L1 = 1 FT Lsw1 = 8 FT L2 = 32.33 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0• FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 4 TOTAL LENGTH OF WALL (L) = 41.33 FT SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.80 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.02 K LATERAL FORCE THAT GOVERNS (V) = 3.02 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 537 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.026 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 63 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 12 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) _ 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 19.602 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 240, FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.378- KLF UPLIFT FORCE.(Fuplift) = v * Hwall = 3.78 K By: MEM NOrthStar 20 DECLARATION DRIVE Date: 9/7/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7 C -i v 530-893-1600 Page 9 of FAX 530-893-2113 SHEAR WALL LINE 8: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3'' (T* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.91 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.87 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.07 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.37 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K. DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) _ (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.37 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 HD5A HOLDOWN ON 2- 2X WITH SSTB24 A.B. 0 (L p2 MSTC28 STRAP AT ALL TOP PLATE SPLICES OR ST6224 STRAP By: MEM Date: 9/6/00 Job No. -7 D'1D Page 10 , of SHEAR WALL LINE C: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 1,Lsw1 1, L2 LLSW2 L L3 LLSW3 L L4 � Lsw4 L5 Lsw5 J L6 L1 = 9.33 FT - Lsw1 = 2.5 FT L2 = 9.83 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TRIG. WEIGHT OF SHEAR WALL (W) = AREAS " DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) TOTAL LENGTH OF WALL (L) _ . 21.66 FT SHORTEST LENGTH OF SHEAR WALL = 2.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 0.71 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 0.97 K LATERAL FORCE THAT. GOVERNS (V) = 0.97 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) _ 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 195 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) _. 28 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAS " DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 4.97 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 125 FT"2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.388 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.88 K P' ' By: MEM NorthStar 20 DECLARATION DRIVE Date: 9/6/00 CHICO, CALIFORNIA 95973 . Job No. -7o-:i � ENGINEERING 530-893-1600 Page 0 of FAX 530-893-2113 SHEAR WALL LINE C: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 "' (0'* Lsw1 / 2 ` DL + Lsw / 2 " Hwall * Dlwext) Fdwn = 0.13 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.74 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.42 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.44 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ .0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v(Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 +. Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + LsW3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.44 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 3 HD6A HOLDOWN ON 4X POST WITH SSTB34 A.B. O F— P i -I P S 0�4 Z - Z X By: MEM Date: 9/6/00 Job No. i'01�0 Page �2 of SHEAR WALL LINE D: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 I.Lsw1 I. L2 LLsw2 L L3 I,1-sw3 L L4 L Lsw4, L5 LLsw5 � L6 L1 = 21 FT Lsw1 = 4 FT L2 = 1 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 -FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT,, L6 = 0 FT W = 7.666 K TOTAL LENGTH OF WALL (L) = 26 FT .SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.10 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.94 K LATERAL FORCE THAT GOVERNS (V) = 1.94 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) _ . 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 359 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 23 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 16 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 7.666 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 250 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) 4 v = 0.485 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.85 K , i By: MEM NorthStar 20 DECLARATION DRIVE Date: 9/7/00 CHICO, CALIFORNIA 95973 Job No. i D`i v ENGINEERING . 530-893-1600 Page 13 of FAX 530-893-2113 SHEAR WALL LINE D: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'-* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.21 K NET UPLIFT FORCE = Fuplift - Fdwn = 4.63 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.57 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.07 K DSF3=v*Lsw1-(V/L)*(Ll +Lsw1 +L2)= 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (Lt + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.57 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 3 HD6A HOLDOWN ON 4X POST WITH SSTB34 A.B. C'12- P H -D S o t 2 — 2X LSTA36 STRAP AT ALL TOP PLATE SPLICES OR MSTA30 STRAP . By: MEM Date: 9/6/00 Job No. —70�0 Page 14 of SHEAR WALL LINE G: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 L Lsw1 L L2 LLsw2 � L3 ,Lsw3 � L4 � Lsw4j L5 Lsw5 �- L6 L1 = 18 FT Lsw1 = 6.5 FT L2 = 1.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0• FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 26 FT .SHORTEST LENGTH OF SHEAR WALL = 6.5 FT ` LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.32 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.12 K LATERAL FORCE THAT GOVERNS (V) = 2.12 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 428 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 20 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 33 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs " DL + (Hwall / 2) (Lwext * Dlwext .+ Lwint " DLwint) W = 9.242 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 273 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.326 KLF77771 UPLIFT FORCE (Fuplift) _. v " Hwall = 3.26 K r By: MEM Date: 9/6/00 Job No. io,5�o Page I S of SHEAR WALL LINE G: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 *.(0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext). Fdwn = 0.35 K . NET UPLIFT FORCE = Fu lift - Fdwn = 2.91 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.47 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.12 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lswi + Lsw2 + Lsw3 + Lsw4) - (V t L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.47 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 HDSA HOLDOWN ON 2-'2X WITH SSTB24 A.B. o IZ P H -P 2 o fJ Z — Z X By: MEM Date: 9/6/00 Job No. %06rio Page 1(, of SHEAR WALL LINE H: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. . L1 Lsw1 L2 Lsw2 L3 ILsw3 0.143. L4 Lsw L5 Lsw5 L6 LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) _ 27 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = Cl HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwintj = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = L1 = 0 FT Lsw1 = 4 FT L2 = 20.33 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 24.33 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K " W-= 2.09 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.05 K LATERAL FORCE THAT GOVERNS (V) = 2.09 K SEISMIC GOVERNS WHERE CONSTANT.FOR SEISMIC CALCULATIONS (K) = 0.143. TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 478 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.026 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) _ 27 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwintj = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs "` DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 14.588 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 265 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.522 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 5.22 K By: MEM Date: 9/7/00 Job No. -2o9 D Page I7 of SHEAR WALL LINE H: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.21 K NET UPLIFT FORCE = Fuplift - Fdwn = 5.00 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.00.K. DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.74 K DSF3=v*Lsw1-(V/L)*(LI +Lsw1+L2)= 0.00 K. DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0:00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsv/3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + LsW3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + LsW3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.74 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 4 iD6A HOLDOWN ON 4X POST WITH SSTB34 A.B. O jZ P [+V D r.J +X OSTC28 STRAP AT ALL TOP PLATE SPLICES OR ST6224 STRAP By: MEM Date: 1/18/03 Job No. 7090 Page of SHEAR WALL LINE I: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 �INDICATES SHEAR WALL PANEL SECTION, TYP. L1 L Lsw1 � L2 Lsw2 � L3 Lsw3 � L4 � Lsw4� L5 Lsw5 � L6 L1 = 0 FT Lsw1 = 7 FT L2 = 3.33 FT Lsw2 = 10 FT L3 = 0 FT Lsw3 = 0. -FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT f TOTAL LENGTH OF WALL (L) = 20.33 FT SHORTEST LENGTH OF SHEAR WALL = 7 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K* W = 2.68 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.14 K LATERAL FORCE THAT GOVERNS V) = 5.14 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 408 FT^2 DEAD LOAD OF. DIAPHRAGM (DL) = 0.026 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 84 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 28 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) _ 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint W = 18.728 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 408 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.302 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.02 K r BY: MEM N O rt h Sta r 20 DECLARATION DRIVE Date: 1/18/03 ENG !VEERING CHICO, CALIFORNIA 95973 Job No. 7090 530-893-1600 Page 19 of FAX 530-893-2113 SHEAR WALL LINE I: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.49 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.53 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L)"L1 = 0.00 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.35 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.50 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7"= v' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L)(L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lswi + L2' + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.35 K MIN. DRAG STRUT FORCE _ -0.50 K USE: SHEAR WALL NO. 2 HD2A HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA24 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/6/00 Job No. Page 20 of SHEAR WALL LINE J: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 L L2 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 LLsw3 L L4 L Lsw4L L5 Lsw5 L6 L1 = 17 FT Lsw1 = 4 FT L2 = 1 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 • FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 22 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.09 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.84 K LATERAL FORCE THAT GOVERNS (V) = 1.84 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF,DIAPHRAGM FOR SEISMIC (AREAs) = 250 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 40 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 18 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 7.6 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 146 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.460 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.60 K 9 By: MEM Date: 9/6/00 Job No. -7090 Page 2 1 of SHEAR WALL LINE J: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.25 K NET UPLIFT FORCE= Fuplift - Fdwn = ' . 4.35 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1=(V/L)*L1 = 1.42 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1) 0.08 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0:00 K DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v(Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + LsW3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsv2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K . DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw 5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.42 K MIN. DRAG STRUT FORCE = 0.00 K USE: >HEAR WALL NO. 3 lD6A HOLDOWN ON 4X POST WITH SSTB34 A.B. of7- F l+t;b S of Z' ZX .STA36 STRAP AT ALL TOP PLATE SPLICES 0 Y: ,ATE: —17I �!O OB NO: L AGE 2 Z OF WrthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 SHEAF WALL SCHEDULE SHEAR WALL!Q20 03 4Q Q5 ALLOWABLE LOAD/FOOT 260 380 490 550 640 -160 980 1,2,3,6 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 8d 0 6" 8d 0 4i3 8d ie 3i3 8d 0 3i3 8d 0 2" 3 8d io 4" 3 8d,.0 3" 3 FIELD NAILING 5 8d ko 12" 8d 0 12" 8d io 12" 8d 0 12" 8d is 12" 8d io 12" 8d o 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING b 16d A 4" 16d io 3" 16d A 3" 16d 0 4" 10 I6d 0 31110 16d se 3"" I6d is 3"" TO FLOOP CLIP, BLOCK- L550 L550 L590 L590 L590 LS90. L590 TO PLATE io 22" 0 14" o 16" o 16" 0 12" 00 12" 16.811 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8" (P 5/8"o 5/8"o ANCHOR BOLT 48" O.C. 18" or-. 14" o.c. 12" O.C. 28" oz. 24" o.c. 18" o c. SPACING 9 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 36" oz. 13" o.c. 10" o.c. 9" o.c. 18" o.c. 15" O.C. II" o.c. I. OVEP DOUGLAS FIP STUDS o 16" O.C., HEM-FIP TOP PLATES APE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL 'OP WIDEP FPAMING U.O.N. 3. ALL VEPTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A5 SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OP WIDER FPAMING WITH NAILS STAGGERED 5: NAILS SHALL BE 8d HOT DIPPED GALVANIZED 012 8d COMMONS 6. DOUGLAS FIP SILLS PEQUIPED, STAGGER ALL SILL NAILS AT WOOD FLOOPS 7. SIMPSON MANUFACTUPED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TPUSS CHORD OP RAFTER PER DETAIL. 6. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/8" CDX WHERE OCCUPS. 056 5HALL , BE RATED FOP EXTERIOR USE. 9, ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10. PEQUIPE5 2 POWS STAGGERED 4 PREDRILLED w rttar ENGINEERING Civil Engineers • Planners • Surveyors 20 CECLARAi ON CHIC -0. CAUF:0.'NIA 92-73 530.893-1500 FAX 530.893.2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEA2 WALL I 0 3 10 0 ALLOWABLE LOAD/FOOT 20� __ moo._ �•�✓ ,�h_ I,✓� SILL NAIL 1 " '�' NAIL CAPACITY L ANCHOR BCLT j8'• 3 ;� SPACING3 -:: 3 3 3G'I ;(i° _ .5 SILL THICKNESS 2X 2X 2X 2X 3X 3X 35x 1/2" 4 ANCHOR BOLT CAPACITY -' `=' 32�' "'= O �4 i I,G B 5/811 ¢ ANCHOR BOLT CAPACITY 29� I� �;`- I. Ni-1LS t"CP IC E3 0 tC_-P0Q��I// IV1,J, IV—K-2 12 n I— t C --"•—tom.! Y C�. :/_=. !�: r.�, .�'•^� ��C'L �, ..�. <. �,i! _ ..._.� } 0 Cj'�-P \CITY 1/2" p �r`rrOP 50L ! ;N 3 :� S!L = 1.33 z ;3✓a _ G7 ::/ S, 0!— r i T c� = `�/ J �!,i i—'. C) J(,i !�` OF _\i t�li i = i 2_ Y QUrt �iT" 0� -c p E-5.0 T n _•X L/1..7— r i I Iii: .'EC. i _ i -;!l _ ::7 :X A Z I-LIHFN1 ALLOI-LI_A1=,LE: _AR PEQ Fr_0T IS > i Fj: < e,00 PL `_.� BY: DATE: JOB NO: - o go PAGE OF morthbtar ENGINEERING Civil Engineers -Planners -Surveyors 20 DECLARATION DRIVE CHICO. CALIFORM-` 95973 916-893-1600 FAX 916-893-2113 f:2` V,5 x Z4 F - V4- -7— �_j A 2 17- p. .......... <' Lia OO � EnCrrgy AIVIIin9 Aff0 do � It FEATURES CODE COMPLIANCE: H.U.D., ASHRAE 90.1 b-1992, CEC, T-24 and 1990 NAECA. , CALIFORNIA —All models meet CEC labeling requirements and energy efficiency requirements. FGR models meet the requirements df California Energy Commission Title 24. Section 2-5352 (`?) without added insulation blanket, the requirements of all 16 climate zones and do not require calculations to determine compliance. FGR's comply with SCAQMD natural gas NOx Rule 1121 when ordered with suffix (SMR) R-99. All California models must be ordered with suffix (SMR) R-99 or S-06. FGR -75 does not require R-99 for Rule 1121 compliance. THICK R-16 PERMAFOAMTM INSULATION — Minimizes radiant heat loss. GLASS -LINED TANK — Glass, specifically developed by A. O. Smith ceramic research for water heater use, is fused to steel at 16000F, providing corrosion protection for years of dependable use: Proven reliable in millions of water heaters for over 50 years. ENERGY SAVED GAS RESIDENTIAL, WATER HEATERS *FGR -30,40, 50'& 75 MODELS *FOR SALE IN CALIFORNIA ONLY. DIP TUBE — Carries inlet water deep into tank. r r ANODE —Tank -mounted, screw-in anode for longertank life. THERMOSTAT — Designed for long service life. Provided with safety shutoff. Propane models have built-in filter and dirt leg provided. BURNER — All steel, multiport burner for improved combustion efficiency. FGR -75 has a cast iron burner. NON-LINTING ENERGY SAVING PILOT v � 4fof V, 5 YEAR LIMITED WARRANTY OUTLINE If the tank should leak any time during the first 5 years, under the terms of the warranty, A. O. Smith will fumish a replacement heater. Installation, labor, handling and local delivery are extra. When used commercially, war- ranty is for 1 year. THIS OUTLINE IS NDI A WAR- RANTY. For complete information, consult the written warranty or A. O. Smith Water Products.Company. Revised July 1995 REPLACES A 717.0 FOR STATE OF CALIFORNIA ONLY NOX-CAS CHIMNEY IVENT TV PIPE i [DRAFT HOOD PLUG UNION A -JN t 407 WATER IUTLET PIPE MODEI ODIO I `\Yvl ELS) FLUE BAFFLE INSULATION GAS SUPPLY PIPE MAIN MANUAL GASSHUTOFF VALVE Tor KNOB GROUND JOIMT UNION DIRT LEG PPE CAP 1/2- GAS INLET COLD WATER ENERGY . SAVER INLET PIPE INLET VALVE GAS GLASS -LINED WATER HEATER ILET DIP TUBE 'TEMPERATURE AND PRESSURE RELIEF VA� RELIEF VALVE DRAIN LINE EMBLEM AND RATING PLATE TYPICAL 1/2 " NPT INSTALLATION GAS INLET THERMOSTAT WATER TEWERATURE ADJUSTING DIAL DRAIN P� VALVE y FLOOR ORAIN -- OUTER DOOR 'INSTALL IN ACCORDANCE WITH LOCAL CODES FRONT VIEW 13/4' NPT INLET 3/4 ' T&P OPENING (30,40,50 GALLON MODELS) /4 " NPT "'n CT I . 4" 116 " ON 75 GALLON MODEL VON 75 GALLON MODEL TOP VIEW Model Gal. Cap. Vent Size NATURAL GAS R-99 PROPANE GAS A B C Approx. Ship. WL Lbs.) BTU Input Per/Hr. Ga1JHr.' BTU GaIJHr.' Height Height Recovery Input Recoveryy Pius Less 90' Rise Per/Hr. 90' Rise Diverter Diverter Dia. FGR -30 30 3- 38,000 40.4 37,000 39.4 61 571/4 181/4 122 FGR -40 40 3' 38,000 40.4 37,000 39.4 583/4 55 1 201/4 135 FGR -50 50 3- 38,000 40.4 37,000 39.4 601/4 565/8 22 160 FGR -75 75 4' 75,000 75.9 75,000 75.9 61 57 261/2 367 NOTE: To compensate for the effects of high altitude areas above 2,000 feet, recovery capacity should be reduced approximately 4% for each 1,000 feet above sea level. ALL DIMENSIONS IN INCHES 'Recovery capacities are based on DOE method of test. SUGGESTED SPECIFICATIONS Water Heater(s) shall be Model No. as manufactured by A. O. SMITH, or an approved equal. Heatqr(s) shall be glass -lined, gas-fired, equipped to bum . design certified to meet the latest ANSI Standard by the American Gas Association. Heater(s) shall have an input rating of BTU/HR and with a recovery capacity of GPH at oF temperature rise and an energy factor of or greater. Gas control shall totally regulate the gas supply to main and pilot bumers. Heater(s) shall have a maximum working pressure of 150 psi, a nominal storage tank -capacity of —gallons with a separate 3/4" tapping for relief valve installation and a rigidly supported anode rod for maximum cathodic protection. All internal surfaces of the heater(s) exposed to water shall be glass -lined with an alkaline borosilicate composition fused -to -steel. Heater(s) shall also be equipped with an automatic gas shutoff device to shutoff entire gas supply in event of excessive temperature in tank. Heater(s) shall also be equipped with an A.G.A. certified draft hood. Tank shall be foam insulated (R-16 thermal resistance on all models) or equal. Outer jacket shall have a baked enamel finish. Heater shall have a 5 year limited warranty as outlined in the written warranty in a residential installation, (1 year in a commercial installation). Fully illustrated instruction manual to be included. Heater(s) shall meet the minimum energy factory required by the Federal "National Appliance Energy Conservation Act of 1987." iOx-r-A-4 A. O. Smith Water Products Company Irving, TX . A Division of A. 0. Smith Corporation A. O. Smith Corporation reserves the right to make product changes or improvements at any time without notice. A. O. Smith Corp., 1995 Printed i 3� J N f r .'92-YORIC Heating and Air Conditioning STELLAR PLUSTA° MODELS: H*DH018 THRU H*DH060 SPLIT -SYSTEM AIR CONDITIONERS Nominal Capacity: 18 thru 60 MBH Nominal Efficiency: 12.00 SEER 036-21020-002 Rev A (0500) DESCRIPTION The HDH Series condensing unit is the outdoor part of.a versatile system of air conditioning. It is designed to be custom -matched with one of YORK's complete line of evaporator sections, each designed to serve a specific function. Matching Air Handlers are available for upflow, downflow or horizontal application to provide a complete system. Electric heaters are available if required. Add - On coils are available for use with upflow, downflow or horizontal furnaces. FEATURES QUALITY CONDENSER COILS - The coil is constructed of cop- per tube and hardened black coated aluminum fins for durability and long lasting efficient operation. The fins on the unit are pro- tected with a decorative grille. PROTECTED COMPRESSOR - The compressor is internally pro- tected against high pressure and temperature. This is accom- plished by the simultaneous operation of high pressure relief valve and a temperature sensor which protect the compressor if undesirable operating conditions occur. The compressor is pro- tected by a 10 year limited warranty. DURABLE FINISH - Cabinet is made oYpre-painted steel. The pre-treated flat galvanized steel provides -abetter paint to steel bond, which resists corrosion and'rust=deep. Special primer for- mulas and glossy earth tone finish insure less fading when exposed to sunlight. LOWER INSTALLED COST - Installation time and costs are reduced by easy power and control wiring connections. Discharge line heat exchanger knockouts are provided,if required. Hard start kits are available for non -scroll models. All units contain enough refrigerant for a matching indoor coil and 15 feet of interconnect- incgpiping. The small base dimension means less space is required on.the ground or roof. TOP DISCHARGE - The warm air from the top mounted fan is blown up away feom the structure and any landscaping. This allows compact location on multi -unit applications. LOW OPERATING SOUND LEVEL --The upward air flow carries the normal operating noise up away from the living area. The rigid top panel effectively isolates any motor sound. Isolator mounted compressor and the rippled fins of the condenser coil muffle the normal fan motor and compressor operating sounds. LOW MAINTENANCE - Long life permanently lubricated motor - bearings need no annual servicing. EASY SERVICE ACCESS - Fully exposed refrigerant connec- tions and a single panel covering the electrical controls make ser- vicing easy. RE -USABLE SERVICE VALVES - Provided on both the liquid and vapor sweat connections for ease of evacuating and charging. FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 7 1 TABULAR DATA SHEET WYORK y; Outdoor Split System Cooling 1-1/2 to 5 Tons y Models H4DH018 thru 060 12 SEER PHYSICAL AND ELECTRICAL DATA - (1 Phase) MODEL H4DH018 H4DH024 H4DH030 H4DH036 H4DH042 H40H048 H4DF1060� UNIT SUPPLY VOLTAGE 1 1 1. 208/230-160 1 5/8 FIN / INCH 20 20 NORMAL VOLTAGE RANGE 18 18 20 187 to 252 LIQUID LINE OD 3/8 3/8 3/8 t MIN. CIRCUIT AMPACITY 10.1 12.1 18.4 22.3 25.5 32.1 37:4 MAX. OVERCURRENT DEVICE AMPS t 15 20 25 35 40 50 155 COMPRESSOR TYPE Recip InertiaScroll= 0.70 Scroll' ScroO* ScroO, Scroll# COMPRESSOR RATED LOAD 6.7 9.3 12.2 16.6 19.2 24.7 .288 AMPS LOCKED ROTOR 48 57 67 96.7 105 150 169 CRANKCASE HEATER NO YES NO NO NO O NO FAN MOTOR . DIMENSIONS* +a:vEFrE.J -F`--- --� AMPS RATED LOAD . 08 0.8 0.8 1.5 1.5 1.5 1.8 LOCKED ROTOR 1.7 1.7 1.4 2.8 2.8 -' 2.8 2.8 FAN DIAMETER INCHES 18 18 18 24 24 24 24 RATED HP 1/12 1/12 1/8 1 1/4 1/4 1/4 1/3 FAN MOTOR NOMINAL RPM 1050 1050 1075 850 850 850 1100 NOMINAL CFM 1500 1500 2050 3100 3100 3100 4100 FACE AREA SO COIL FT 14.1 14.1 14.1 20 20 24 '24 ROWS DEEP 1 1 1 1 1. 1 1 5/8 FIN / INCH 20 20 20 18 18 20 20 LIQUID LINE OD 3/8 3/8 3/8 3/8 3/8 3/8 '3/8 VAPOR LINE OD 5/8 3/4 _3/4 3/4 7/8 7/8 7/8 UNIT CHARGE, (LBS -OZ)" 4-14 5-1 5-4 5-15 6-12 8-10 7-13 CHARGE PER FOOT, OZ 0.68 0.68 0.68 0.68 0.70 0.70 0.70 OPERATING WEIGHT LBS. 144 154 148 225 230 235 243 '. Rated in accordance with ARI Standard 110, utilization range "A". t Dual element fuses or HACR circuit breaker #. Bristol Scroll ". The Unit Charge is correct for the outdoor unit, matched indoor coil and 15 feet of refrigerant tubing. For tubing lengths other than 15 feet, add or sub- tract the amount of refrigerant calculated, using the difference in length multiplied by the per foot value. . DIMENSIONS* +a:vEFrE.J -F`--- --� DIMENSIONS CONNECTION UNIT MODEL HDH LINE SIZE A B C LIQUID VAPOR 018 30-1/8 24 24 5/8 024 30-1/8 24 24 i 030 30-1/8 24 24 3/4 03631-7/8 35 35 3/8 042 31-7/8 35 35 048 37-7/8 35 35 7/8 060 37-7/8 35 35 All dimensions are in inches. They are subject to change without notice. Certified dimensions will be provided upon request P.IN "DES 035-14508-000 REV. D (1000) aaY.ORK Heating and Air Conditioning TECHNICAL GUIDE - 80 AFUE MULTI -POSITION GAS-FIRED FURNACES 32-104 MBH OUTPUT HIGH -EFFICIENCY INDUCED COMBUSTION ECMREFFICIENCY RATING CERTIFIED ama MODELS: P4HU 036-21047-001 Rev. A (4/00 DESCRIPTION These high efficiency, compact units employ induced combustion, reliable hot surface ignition and high heat transfer aluminized tubular heat exchangers. The units are factory shipped for instal- lation in upflow or horizontal applications. These furnaces are designed for residential installation in a base- ment, closet, alcove, attic, recreation room or garage and are also ideal for commercial applications. All units are factory assembled, wired and tested to assure safe dependable and economical installation and operation. These units are Category I listed and may be common vented. with another gas appliance as allowed by the National Fuel Gas Code. limited warranty on the heat exchanger. . _ 10 -year heat exchanger warranty on commercial applications. 15 -year limited parts warranty. FEATURES • Easily applied in upflow, horizontal left or horizontal right installation with no conversion necessary • 100% shut off main gas valve for -added safety • Rollout safety control • Low unit amp requirement for easy application • High quality inducer motor for quiet operation • Built-in self diagnostics with fault code display • "Diamond Tough"Tm hot surface igniter • , .High velocity filter provided for field installation • Standard terminals for controlling humidifiers and EAC's • 40 VA control transformer fuse protected • Easy to connect power and control wiring • Efficiency ratings of 80 AFUE attained by using tubular heat exchangers • Cooling relay supplied for easy installation of add-on cooling • Multi -speed PSC, direct -drive blower motors to match cooling requirements • Adjustable fan -off settings to eliminate "cold -blow" • Compact 40 -in height allows installation in small space confines • Lo NOx models have been designed to meet specific code requirements. Lo NOx units may not be converted to propane. SA CIPTI/ICO FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE /1-001 Rev. A (4/00) 1 -20-fir ' 1/e 4---A-110� •F--T)--sir T'STAT WIRING FRONT LEFT SIDE 7/8• Ko. RIGHT SIDE 1 281 /2 20 vVal (WITH K.O. CIr(-t O Still) 23 REMOVED) N01- E-0 TOP IMAGE BOTTOM IMAGE X4 - (FRONT) (FRONT) FLANGE All dimensions are in inches, and are approximate. RATINGS & PHYSICAL / ELECTRICAL DATA YORK . MODEL' A (vent Connecvon) C 13/4 E F T P4HUA12NO3201 14-1/2 13-1/4 10-1/8 4 10-1/8 POWER WIRING P4HUA12N04801 14.1/2 13-1/4 13-314 4 7/�' HOLE ® 14.3/4 P4HUA12NO6401 14-1/2 13-1/4 ® 4 5,3/8 P4HUB16NO6401 17-1/2 i ---0+ 13-1/8 2•1n 1.1-5/8 3-3/4 P4HUC20N06401 21 AS IXLET / 16-5/8 ACCESS ,13-3/8 it P4HUB12N08001 17-1/2 1. r 13-1/8 1 WIRING AMPS 3-3/4 P4HUB16NO8001 17-1/2 16-1/4 13-1/8 7/8' K.O. 11-5/8 3-3/4 P4HUC20NO8001 21 19-3/4 16-5/8 4 13-3/8 �2 P4HUC16NO9201 21 19-3/4 16-5/8 4 13-3/8 3-3/4 ®� 21 19-3/4 OPTIONAL SIDE 4 13-3/8 3-3/4 32-1/2 ,---� 23-1/4 20-1/8 4 15-1/8 1 33/4 6.2 10 x 7 9.0 2-u4 14-F-11 (EHER�O S �8-3/4 I 80 ' 6 80.0 23-,n-►� 170 1/3 6.2 ® 9.0 20 14 ®I P4HUB16N06401 1/e 4---A-110� •F--T)--sir T'STAT WIRING FRONT LEFT SIDE 7/8• Ko. RIGHT SIDE 1 281 /2 20 vVal (WITH K.O. CIr(-t O Still) 23 REMOVED) N01- E-0 TOP IMAGE BOTTOM IMAGE X4 - (FRONT) (FRONT) FLANGE All dimensions are in inches, and are approximate. RATINGS & PHYSICAL / ELECTRICAL DATA YORK . MODEL' A B C D E F T P4HUA12NO3201 14-1/2 13-1/4 10-1/8 4 10-1/8 3-3/4 P4HUA12N04801 14.1/2 13-1/4 10-1/8 4 10-1/8 _3-3/4 P4HUA12NO6401 14-1/2 13-1/4 10-1/8 4 10-1/8 3-3/4 P4HUB16NO6401 17-1/2 16-1/4 13-1/8 4 1.1-5/8 3-3/4 P4HUC20N06401 21 19-3/4 16-5/8 4 ,13-3/8 3-3/4 P4HUB12N08001 17-1/2 16-1/4 13-1/8 1 4 AMPS 3-3/4 P4HUB16NO8001 17-1/2 16-1/4 13-1/8 4 11-5/8 3-3/4 P4HUC20NO8001 21 19-3/4 16-5/8 4 13-3/8 3-3/4 P4HUC16NO9201 21 19-3/4 16-5/8 4 13-3/8 3-3/4 P4HUC20N09201 21 19-3/4 16-5/8 4 13-3/8 3-3/4 P4HUO2ON10401 24-1/2 23-1/4 20-1/8 4 15-1/8 1 33/4 "L" in model number indicates Lo NOx unit .. ­Uuvt uaalynator 1HUICdieS T3CIOry OU111 LO NOX units. t. AFUE numbers are determined in accordance with DOE test procedures. t. Wire size and overcurrent protection must comply with the National Electrical Code (NFPA-70-latest edition) • For altitudes above 2,000 ft., reduce capacity 4% for each 1,000 ft. above sea level. • Wire size based on copper conductors, 60°C, 3% voltage drop. • Continuous return air temperature must not be below 55°F. 2 Unitary Products Group i MAX BLOWER MIN. WIRE MODEL INPUT OUTPUT AIR OUTLET TOTAL MAX OVER- SIZE OPER. MBH MBH AFUEt TEMP TEMP UNIT CURRENT (AWG) @ WGT- RISE OF OF HP AMPS SIZE AMPS PROTECT- 75 FT. ONE (LBS) WAY P4HUA12NO3201 40 32 80.0 25-55 155 1/3 6.2 . 10 x 7 9.0 20 14 j 105 P4HUA12N04801 60 48 80.0 25-55 155 1/3 6.2 10 x 7 9.0 20 14-F-11 0 P4HUA12NO6401 80 64 80.0 35-65 170 1/3 6.2 10 x 7 9.0 20 14 117 P4HUB16N06401 80 64 80.0 25 - 55 155 3/4 11.5 11 x 8 12.0 20 14 126 P4HUC20N06401 80 64 80.0 25-55 165 1 12.2 11 x 10 14.0 20 12 140 P4HUB12NO8001 100 80 80.0 40-70 170 1/2 7.0 10 x 8 12.0 20 14 128 P4HUB16NO8001 100 80 80.0 35 - 65 165 1/2 10.4 10 x 10 12:0 20 14 134 P4HUC20NO8001 100 80 80.0 25-55 155 1 12.2 11 x 10 14.0 20 12 145 P4HUC16N09201 115 92 80.0 35-65 170 1/2 10.4 73 x 16 12.0 20 14 145 P4HUC20NO9201 115 92 80.0 30-60 170I t 12.2 11 x 10 14.0 20 12 147 P4HUD20N10401 130 104 80.0 35 - 65 1 165 1 12.2 11 x 10 14.0 20 12 158 .. ­Uuvt uaalynator 1HUICdieS T3CIOry OU111 LO NOX units. t. AFUE numbers are determined in accordance with DOE test procedures. t. Wire size and overcurrent protection must comply with the National Electrical Code (NFPA-70-latest edition) • For altitudes above 2,000 ft., reduce capacity 4% for each 1,000 ft. above sea level. • Wire size based on copper conductors, 60°C, 3% voltage drop. • Continuous return air temperature must not be below 55°F. 2 Unitary Products Group i ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/fornis.htnl 03 _b3Z1 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE .Phone (530) 538-7157 Ext. 2016 10_;0J.3/ Permit Number E Dis" APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly rinted. 1. Applicant's Name- t la. Company Name: 2. Address: �'I� /�I� �j 7 U C� 3. Phone: L 4. Assessors -Parcel -Number: O --0 5. Location of Work to be Done 6. Applicant's Signa 7. Date: NTRACTOR' S INFORMATION S. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ NO: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Cutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): QQ 18.Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions FlQGe EX i i, 3 o f rda, s)r 6. Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. AAll work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions 21. Date Issued O� Q3 22. Expiration Date: .2 OSS C 23 Surety: ( CS Mike Crump, Director of Public Works By: **Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to Ve week. Page 1 of 2 General Conditions — See Page 2 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/fomis.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 1 Permit Number 0 O 1,31 E Distric APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name- %1 Q la. Company Name: S � f 2. Address: 3. Phone:, 4 L -74>56 4. Assessor s Parcel Number: v4 - 7q O -0 S. Location of Work to be Done p / /C 6. Applicant's Signa 7. Date: NTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractors License Number. 13. Certificate of Insurance: Yes ❑ NO: ❑ 14. Contractors Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions ac, C EX i 1, v 1 dL O r Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. AAll work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions !� 21. Date Issued - /O ✓ P3 22. Expiration Date: 2 /,V 23 Surety: CS Mike Crump, Director of Public Works By: lc/� �( ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to Je week. Page 1 of 2 General Conditions — See Page 2 I 4-1 J�� 'r Mv u m 0 0 rTl co x M .1 0 p ®m z -n 0 z I 4-1 J�� 'r Mv u 'r Mv u ?" 4�7k 0 q Pr r PERFECTION �, _tiyvIronmentalI SP,11. U01GA16111MAR s � 20Ci4 Sales, Service, Installation • Lic. #566654 r;hira, CaMOMil' 1 1.Z E �O *7 , <-r-' Gh►e-r C�,� 8qc o��;7 G QV,. C d J '-t7_J JJ � 5 00 O y / Assessor's Parcel Number: Co] 0 ®_ 0 _ ®®® Size (Acres) _ Owner Name /Address/ Phone No. R' c! D e"N y / �� °` ►� �" ""1-� "� $ `' ct i Site Location Zoning General Plan Contact: Name ► d� L��,-��«�-���"i«, "r=�G/�: Phone C 00 Cr tqQ a am � 0 .10 20 30 40 50 ...._. _.... __._ ...-. ...- GRAPHIC SCALE ORIGINAL SCALE: 1" = 30' 5.,0 ) 8qS-04> 7 ._� _4 -_ 4 - �' �-- -- .. i ^ _ — --- - ..... I A 36'2 Garner - 15' fencel F:) p e ?— S 1_� 71,, o __ -rCs StJ-71, TE COLINTY BULDING DIViSION A °' P R 0 WE D Bahram Kiassat/Rick Denny 13998 Lindbergh Cir Chico, ca 518-7467 Owner Pool General Specifications Size: 32' x 16, Perimeter: 82' Square Footage: 398' r-UU1 %ad[jt1U!LY. Filter: Clean and Clear 320 PUMP: Ultraflow 1 h Skimmer model: Sta-Rite Deck: brick coping -see contract no deck Main Drain: Double Light: std white Clock$: Intermatic Electrical by: egan Electrical bonding: Perfection Pool Cleaner: Polaris 280 Chlorinator: no Board: no Slide: no Plaster: white stub for waterfall Manual fill AP #047-740-030 PERFECTION lio.#566654 yypp Af tit 172. E. 20th Street, Chico CA 530,895,0437 24'2 v 28'6 10 a '6 914 19'2 1015 7 6'0 32'2 25'0 30'11 ZXX Residence ... /* 102'9 Garner - 15' fencel F:) p e ?— S 1_� 71,, o __ -rCs StJ-71, TE COLINTY BULDING DIViSION A °' P R 0 WE D Bahram Kiassat/Rick Denny 13998 Lindbergh Cir Chico, ca 518-7467 Owner Pool General Specifications Size: 32' x 16, Perimeter: 82' Square Footage: 398' r-UU1 %ad[jt1U!LY. Filter: Clean and Clear 320 PUMP: Ultraflow 1 h Skimmer model: Sta-Rite Deck: brick coping -see contract no deck Main Drain: Double Light: std white Clock$: Intermatic Electrical by: egan Electrical bonding: Perfection Pool Cleaner: Polaris 280 Chlorinator: no Board: no Slide: no Plaster: white stub for waterfall Manual fill AP #047-740-030 PERFECTION lio.#566654 yypp Af tit 172. E. 20th Street, Chico CA 530,895,0437 v a Garner - 15' fencel F:) p e ?— S 1_� 71,, o __ -rCs StJ-71, TE COLINTY BULDING DIViSION A °' P R 0 WE D Bahram Kiassat/Rick Denny 13998 Lindbergh Cir Chico, ca 518-7467 Owner Pool General Specifications Size: 32' x 16, Perimeter: 82' Square Footage: 398' r-UU1 %ad[jt1U!LY. Filter: Clean and Clear 320 PUMP: Ultraflow 1 h Skimmer model: Sta-Rite Deck: brick coping -see contract no deck Main Drain: Double Light: std white Clock$: Intermatic Electrical by: egan Electrical bonding: Perfection Pool Cleaner: Polaris 280 Chlorinator: no Board: no Slide: no Plaster: white stub for waterfall Manual fill AP #047-740-030 PERFECTION lio.#566654 yypp Af tit 172. E. 20th Street, Chico CA 530,895,0437