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055-310-018
K BUILDING COD + ION LETTER AY 055-310-018 PERMIT#95-3171 l SORENSON, Wendell 4509 Sunset Oaks Dr., N[agalia plgi New Single Family y��y� 055-310-018- PERMIT#97-1006 ROBBINS, Keith & Katherine 4509 Sunset Oaks Dr.,Parad�o� Cont: Holiday Pools New Pri Swimming Poo 1j 055-31-0-018 " 00-1144 ROBBINS, KEITH 4509 SUNSET OAKS DR., I'AR CONT: GMG CONST. INALED ROOM ADDITION r-llvyf& /141-00 L RESIDENTIAL 3 055-310-018 t PERMIT07-1000 x' PERMIT ROBBINS,. Keith & Kathe_rine rt 4509 Sunset Oaks Dr., Paradise PERMIT Cont_: Holiday _Pools New Pri Swimming Poola�-9_ OWNER ' 1 CONTR. ASSESSOR PARCEL 1 LOCATION .i ,s ,j y . ►r �i ;r >i III V 1 1 ITemp. Power Pole t' y Called PG&E a Temp. Elec. Service j Called PG&E Temp. Gas Ser r Called PG1 'JOB FINALED Signature ,� C _ �_ V=OK ' 0 = Not OK =Not t able NoReady 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 -00 -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location•Clearances-Gmd-/ /Amp -Concrete 6. Gas; LocationrT st-Wrap; / KYt MISCELLANEOUS Date / /Nat. or/ /1-*tt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Girdersand/a Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams•Rftra.-Connectors Shthg.4tfg.-Bracing Date Card B-1 Data Card B-1 Date Card B-1 Date Card 0-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SbwSpadng-Marriage Line 3. Gas; MH TesVi3emerdValve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Cleararices 5. Drain; MH Test-FalWlex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Elec.; Receptacle Lighting, Distance-GFI Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CAAPOFITS, GARAGES (Plans) OK except #'a A *T 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soit"ize,-Dep"pacing-Connectors-Steel 3. Decks; Girdersand/a Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams•Rftra.-Connectors Shthg.4tfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-0ecal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VenearStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors, -Landings 12. Brao W Wall Panets Date Card B-1 Date Card B-1 Date CaGwef Date Card B-1 Date POO fans 0 t #'s Se asements oils; Com truchjFLfStabilipy 3. Pool S lure; S nections-Thickness D d Men -Linin Elec.; Receptacle Lighting, Distance-GFI 5. Elec.; Pool ting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip.4ieater S. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Erntiosures-Panelboards-Ins. to Main in Conduit 9. Fie4 Department Approval 10. P mb.; Cir. Test -Water Supply Test 7 1, d 1 t Niche Date Card 8-1 Date Card B-1 Date r .A R-1 n- ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ,ZoningSetbacks-Easments-Flood-Slope RES IDENTIAL„(Single & Duplex) 2. Ftg., Main; Soils-Elec. Gmd. /• /" Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/• /" Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ J' 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/OSewer Test ,10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoists-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.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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date, Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum 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 (Plans) OK except #s 40. Sits Proper Materials & Anchors 141. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. ?ire 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 Hgt. & 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-Underfir. 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 1 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection , 66. Bedroom Exiting - f 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels c 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth- f 71. Elec. Outlets at Wood Panel, Int. & Ext.' 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper i 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 (G.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 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Wallis 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish I 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 Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: f - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico; CA a (530) 891-2751 7 County Center Drive • Oioville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county. Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed./If you have any questions pertaining to this matter, or need additional explanation, -± please coact this office immediately. f FAA �% Date 'V/;Va Inspector REV 10/92 1 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION • 7 County Center Drive - Oroville, Ealiforn'a,95965 - Telephone (916) 538-7541 t Lqka�_ (Rev. 12/96) APPLICATION AND PERMIT �7— ASSESSOR PARCEL NUMBER 0 ZO ,BUILDING G�/ PERMIT 777 OWNER KATHERINE TELEPHONE 879-4372 SO. FT. OCC. BUILDING VALUATION CONT 45,000. OWNER'S MAIUNG ADDRESS 4509 STINSET OAKS DR, PARADSTE CONTRACTOR'S NAME HOLIDAY POOLS TELEPHONE ' 1894-8170 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 382.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4609 STINSET OAKS DR_ PARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ 425.00 LOT NO.aSUBDIVISION'S NAME PAR E MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SWIMMING POOL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MASTER PLAN #96-504 Gas i in system 1 - 5 outlets 15.00 19,00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service i.AOR'Ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class —.J Lic. No. - S- 3�� �% OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. Bu)S. SO 3.5¢FT: COS9 rNior+q SI'DT q CI � � @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu ourLEr oq FIXTURES�0 @ 1:00 Ex. Occup. ourEitOrs AE IS D.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 30.00 PERMIT FEE $ 50.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Numbers (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall 'ions. /J forthwith coirred i S a e of AppContractor ❑ A Date/dero6ri/tion oexcavations SHA permit is over 5'0" deep a or construction of structures over Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 525.00 HA2. � D. FES IMP ^, IM .LO FLOOD CDF PARCEL PD HD SU FOO kJ 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. y Ali 2l B Date Lp�l PERMIT EXPIRES ON t hate) Receipt NO. 221906 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OFUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ` „OUNTY CENTER DRIVE - OROVILLE-,•�l' .ry,NIA 95965 -TELEPHONE (916) 538-7541 / r PERMIT APPLICATION DATA SHEET OWNER: ��. ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All•items have been submitted .---------------------- -:------------------------------------------------------------ ❑2. Plot plans,3/4 sets, signed by the preparer of plans. -------------------- { -------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------- 04. --------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan'review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. --=--------- ------------------------------------- ,y ` P 07. Statement of Intent for Non -Heated and A/C Buildings. ------------------ ---------------------------------------- ❑ 8. Hazardous Material Form. -------------------------------------------- --------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $.------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 013.od elevation certificate. --------------------------------------------- j\ 4. Sanitation and'�lot plan approval ek�) Health Department. VV ❑ 15. City of Chico plumbing permit - --------------------------------------- 016. ' - -------------------------------------- ❑16.- Plot plan and business license approval from the City of Biggs. --------------------------------------- ❑ 17: Planning approval for (A) Use: (B) Parking: -------------- ---- 0 18. `Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------- 1119' ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20; Pre -inspection for * required Request to Building Inspector on 0217 Contractor's license information. (Number, Name Style, Classification).----------------------------- 022.-Workers' Compensation carrier and policy number. ------------------------------------- 0 23." ----------------------------------- ❑23." Owner -Builder Verification (Given to owner;❑, Mailed to owner 0) - --------------- 0 24. Letter of signature authorization. _---_______ett_ 025. Recorded copy of Agricultural Acknowledgment Statement. ----------- L Letter of intent on building use. ------------------------------------------- I ---------------- ❑27. Manufactured Home utility clearance. ----M- •---------------------------= - Existing violations and/or expired permits,'! -----------------------------=---------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor ❑ Telephone and hold for pickup at Applicant: ' Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 1 office. ❑ Deliver With inspector. (Date1' 1. Index permit application for the above items numbered: Aif/ ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi ion counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: / Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached - S Floor Plan Attached Sent to B.D. T. 40-,n/ .74 kf2l�'s 310 Ownerocation AP# Plan Approved for: Sewage Di osat Water Supply: Public Priv to Well Clearance for Oth dwelling. er T•q C o zt c5Ao//c--) Hold final for: Final clearance O.K. for: (VOTE: Environmenthl He 8/96 alist Date Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile April 15, 2003 Robbins Revocable Inter Vivos Trust Keith and Catherine Robbins Trustees 4509 Sunset Oaks Dr. Paradise, CA. 95969 RE: Building Code Violation Location: 4509 Sunset Oaks Dr., Paradise, CA. A.P. # 055-310-018 Dear Keith and Catherine Robbins: This is a courtesy notice to notify you that you are in violation of the Butte County Code, .as follows, at the above -referenced location. Failure to final permit for a pool. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that _ Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording .of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: 1 j cc: Assessor Assessor Name Asmt # ��J Fee # 055 31 0 018 000 IP06BINS REVOCABLE INTER= TRUST] a ' ' Status ACTIVE ��' Status Date 12!0111993 Addr1 ROBBINS KEITH C & CATHERINE TRUSTEE; Tax 000 NORMAL OWNERSH_IP�JTRA 093 034 ` Addr2 4509 SUNSET OAKS DR �I Situs 4509 SUNSET OA_ KS_DR-PARA_ DISE Addr3 I PARADISE CA 95969^ Base Dt 11114!2000 Addr4 Land 77,171 (_I Timber Preserve Structure 304,366; Comments IWAS 055 310 008 S130.63/67 CANYON �' —- AgPres Fixtures 0, r- il Etal Growing Creating Doc# 1993RS130 63 Date 12!01!1993 Notes - 1 Bonds Total L&I 381,537] Current Doc# 1997845157 Date 11!26!1997 Fix. 0 R Killing Doc# l Date����— ---- I � J FIag1 Multi Situs � MH PP I' Asmt Desc LOT 6 CANYON RANCH �� SuplCnt 1� FIag2 PP ZoningDwell J 910 MH Exempt 7,OOQ Acres/Sq Ft 1.17 N!C 055 r Asmt PP Pen Net 374,537 ] CJ Tax PP Pen RIC# 071 Appeal Pending 1 T!R Dt -ISplit Pending RIC Stat =� OWN.EXP TAX ji ATT r SIT , APR. PCL '.t`.11. e� �► ►� _.._ Findj� ��2002 sa, 6:02:00 PM �,. RE ENTIAL 'S KFT 055-310-018 PERMIT#95-3171 o" SORENSON, Wendell 4509 Sunset Oaks Dr., Magalia' New Single Family - -;7/9Z- i - `i P i K t OFFICE COPY Address GAS Meter gy ELECTRIC ate 7 Meter sy L_. Dat �v . } f' JOB FINALED (Date) Wei Signature V=OK 0 = Not OK. =NottR able MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors - Shthg: Rfg: Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / PL'ft. / /Nat. or/ i'L°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance i 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date - 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 POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector ` 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6-CirculaOng Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - Date Card B-1 Date Card B-1. Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors - Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements i 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness j Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6-CirculaOng Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - Date Card B-1 Date Card B-1 Date Card B-1 Date .Card B-1 i - ti vi J=OK O=Not OK = Not Applicable RESIDENTIAL (Single & Duplex) -' = Not Ready - Date UNDE LOOR (Plans) OK except tf's`Dai , FRAMING (Continued'), _. 1. ng=Setbacks-Easements F od-Slope 2 Main;'Soils-Flet. Gr .-/liXs Ftg. Depth . __-u� 45. Han er - oI Caps-Ancho�onnectors Zv' 4 Cl . Joi t- ftr. ties -P In -r ra , russ -Sq Ag. -Ring. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth-------- ----- ------ 47. Firepl Ties or Type ue-Fireplace roat clearance 4. Ft Porches i Decks; Block uts- / /Ftg. Depth q . flit Access; Size & Romex Protection -Draft Stop -Ins. Baffles �prtlwalls, Main; Steel-Blockouts Wrapped q dr -Windows or Exiti oors Sill Hgt. ensions 6.rStemwalls, Garage; Steel-Bfockouts-Wrapped--------"--- r 5-Gge'Fire Protect io, aming tea. Flold Downs and Special Anchors -------------- :;�rqaae.rty ---"-----'-----'-- — Prqaae.rty Line Firewall & Openings i 7. Slab; Steel -Wrapped i -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors - yard gas piping: size -test 1< Water Pipe; Test -Anchor -Regulator -Service Test 1q' Electric; Underground 1 . enums & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts -Joists -Vents -Cripples 15 Access -& Ventilation 16. Insulation Date '?�` i �ard B-1 C5 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMB_J4G (Permit) •OV except It's ater Htr.: Ac ss -Combustion Air -Baffle --------------------- --------------------- ----- - - - - - ----- 17. W -Pipe: T & Anc r -Nail Protech D.W.V : Test-Fi ngttr s & Anchor -Nal Protection 19.' hower Pan Test. First Floor -Tub Access --- - - ----------- - ----- --------------------------- -----=-- ------------------------------------ 20.-Test-Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors -------------- -- ---------------------------- - ------ ---- --- ----------------- & Card B-1Date Card B_1 Date Card B-1 Date Card B-1 Date ELEC CAL (Permit) OK except n's 2 Fixtur Transformer Clearance -In ction 23. ec. Receptacles Spacing -Lights &.Switches at Doors ----------- ---- ------ - ------ -------------------------------------------- 24 ze Boxes & No. of Conductors -Stapled -------------------- -------- -- 25!Ffo ---- stalled Close to Edge of Studs & C.J. - 2 p. Ground made up wrMech. Fastners-Bond Gas & Water 2 Ap iance Circuts in Kitchen & Conductor Size,GFI - --- -- - -- - - - --------- -- - ubfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. C r AI ange Circ. r , ga. Cu or AI -Oven Circ. r I ga. Cu or Al. I laced Neutral ❑ Yes ❑ No - -------- 3-.f��eeww ce_Riser Conductors & Ground Main Disconnect 31_ Ip. Clearances Panels Motors Mech. Equip. 32' C es_ Closet Light -Shower Light -Spa Light. -- - - 3 Smoke Detector -------------------------------- -- ------ ----- -.... ....... ....... .. Date (p C Z Card B_ -111-,4 Date Card B.- t " . - -- - ._ .... ._.._ ---- --- Date Card B-1 Date Card B-1 Date MEC ICAL.(Permit) OK except a's A.0 Ducts Insulation & Support - --3 --.. __--------------------- ---------- ...... ........ enc F Exhaust above insulation - ----------- -- --- ------- ✓— ... ....... .. ondensate Drain�Overflow: Sze & Grade - 37. Fu nce-Vetrt"ACcess-Co Air -Re rn Air Vent -115 uuet 3" Attic Access & Plat m if Furnance in Attic ---- - - ... ..... .. .... ......... .. Dater - Card B Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Plans) OK except tr's S/ily. Proper Material & Anchors I s Surds -Nail ng. Spacing & Bracing -Plates -Sound ... ......... 4 e5g<ing Walls over Girders & Floor Nailing 42. Dr i Walls (rat proof) ...... ...... 43 Fi Furred Ceilin s- a e - "Z0 _ . _.g Headers &Beam-Siz ring Doors -One 3' -Check Garage -3rd Story, 2 Exits -------- --- -- - 53. Stairs; — - Wi--dth-Hea- -droom-Rise-Run-Landing-Fire Protection 54..plywood on Roof Overhang -Attic Vents -Rafter Outriggers "��Sidi !Nailing Veneer tucco Drip Screed -Fd. Vents-Underflr. Access g Area -Glass Protection -Skylights- Plastic ----------5 �In_,Ala WaIIs:;Nailing-Bolts ---------- X ---- _Walls-Ceilings-j-� - — -r — 6 . Infiltration-Walls-WindowsV , Date 5: Card B-1; Date Card B-1 --------------- - -------- - ------- —_ Date --------- -------------------------Date Card B-1 : ` Date.'_ Card B-1 Date FIN L (Plans) OK except a's xt. Steps -Door & Sidelight Protection -Landings —_ oke Detecto------------- Furnace: -Furnace: Vents -Clearance -Comb. Air -Connector - Garage. Above Floor-Ducts-Mech. Protection 64. i room Exiting ----------- -- F.I &Bath Fixtures & Tub Access -Spa E c. Trim & Subpanel: Breaker Sizes}& Labels aus &Rails -- -- --------------------- F eplace or Stove: Clearances -Hearth ..............`. - -- --- - ---- --Iov :Clb - - es - - 6 c. Outlets at Wood Panel: Int. & Ext. 7t.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance _ ----------------- ----------------- --- -- etc. Outlets & Receptacles at Kit. Counter 7 aarage Fire Door: Swing -Landing -Closer -- Y3. C. Duct in Garage -Damper ..... _7 _. . ------------------------ Z... Htr.: Vents -Clearance -Comb. AirTConnector-P.R.V. Garage: Above Floor-Mech. Protection 7 Elec. & Mech. Equip. Listed for Location lec. eceptacles in Garage: (G.F.I.)-Romex Protection ...... ......... -- - 7.,. ifiKulation-Foam-Looked in Attic I ❑ Yes _- 7 and Rails & Deck Construction -Post Caps - - - — ---- 7 F n. Vents & Crawl Hole D r-Dra nage & Wood -Earth Clearance Looked uoor ❑Yes i3 , Following instldjt 6.i/ -V` -Yes ❑ No: Walks Yes ❑ No; lanters ❑ Yes - ... ------------- --------------- uo: Brown -Finish 1 ----------------------------------- - --- - 2 A.C. Unit: Disconnect. Electrical. Plumbing i33. Vents Above Roof: Plbg -Appliance-Fireplace.-Clearance to Openings ) 4. Water Well: Disconnect. Electrical. Plumbin xterior Elec. Trim: G.F.I. Receptacle -Underground . ... ......... --- - ------------------------------------ d entlation Throughout House .---------------------- - --------------------- Glass Protection --------- - ------------ Corrections from Previous Inspections . . _ ... . -.. ... ... ... .. .. - -- ------------------------------------ 9 Gas Test -Meters Tagged: Gas -Electric _ 3'0 `Water & Sewer Connected -CIO to Grade -HD Approval --- -- ._.._..... ------------------------ 9 Energy Compliance Certificate -Other Certificates - Date 'IV1'1��h Card B-1 ^ Date Card B-1 --- II --. -------- -------- -- --- ------- Date Card B-1 Date -- Card B-1 Date Card B-1 Date Card B-1 Comments. at Final: I ..... . ....... ... . ..............------------------------------- ..... ....... ............... . - --- . _.........�----------------- --- i COUNTY OF BUTTE BUILDING DIVMON DEPARTMENT OF DEVEWPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA -. (916) 538-7541 747 Elliott Road, Paradise, CA,- (916) 872-6307 CORRECTION' 7NOTICE 9/ 7 - OWNER �T PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to,this matter, or need additional explanation, please contact this office immediately. ' `fes, v � /�o.� � i`C•:TL�L i t J Date. Inspector ----�� REV 10/92 ; r. 9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please -contact his office immediately. 'v /, rV °` / S - /Z,7 t^, - Date / V b /G( (, Inspe v' REV 1 I COUNTY OF BUTTE BUILDING DIVISIQN, DEPARTMENT OF.DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 k 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE �--D O?Vr,-e� 1 95-.31-)1 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist'at' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date -i), 1- q(„ Inspector .moi REV 10/92 /�` K" 4T- A 6 COUNTY OF BUTTE- DEPARTMENT C,F DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 ERMIT NO. APPLICATION AND PERMIT � 5 ` � 1 r71 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER WEnl FIT. ` SON qOIRE TELEPHONE SO, Fr, OCC. BUILDING VALUATION 2180 R 117 720.00 OWNERS MAIUNG ADDRESS 832 M 14 9976.00 CONTRACTOR'S NAME qAMF TELEPHONE 220 C 1 2,860.00 CONTRACTORS MAILING ADDRESS Fireplace "Air 1,500.00 CONSTRUCTION LENDER UNMOWN Total Valuation $ 137 056.00 NONE - LENDFA'SMAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 772 , SO ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 501-20 Energy Plan Checking Fee $ 23.00 ARC ENGINEERS MAILING ADDRESS Penalty $ BUIL DING ADDRESS 4509 SUNSET OARS DRIVE, PARADISE PERMITFEE $ 1317.60 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7,00 91.00 LOT NO. SUBDIVISIONS NAMEPARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF CJXDuplex ❑ Mobilehome ❑ Other 1 SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 19.0 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK xAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ New ix Describe Work: 3 BEDROOM Mobile Home I S I G1 W 1 @20.00 PERMITFEE g 151 00 Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service O00 OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 417133 Lic. No. B C8 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. ) SO. 3.5Q Fr.109,40 NEW CONST. MULTI.OUTLEUTLE T NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 @ + 50 BAL 0 .50 Ex. Occup. OUTLETS (q ES D.OEA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling -' Hood 6.50 Ventilation 4_50 13-5n PERMITFEE $ SO 00 Contractor Policy Number 1,tt S - (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' tin laws of California, and agree that if I should become subject to the nsation provisions of section 3700 of the Labor Code, I shall p ith those r i S. _(� � _ ate �� i c Owner ❑ Contractor ❑ Agent n equire for excavations over 5'0" deep and demolition or construction kr of structures over 3 'torin height. Mobile Home Installation Fee Is Energy Inspection Fee $ Ar, nn occ R3 CONST. TYPE VNI TOTAL FEE $ 1743.00 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have B yate PERMITEXPIRESON applicable provisions Resolutions to do work been paid. '7 fpm Receipt No. 190754/605. 10PC// ,,, , WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN EC,OgNt� D -ARU PPLICANT ' COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIA, IFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER (/V�° AcE E` l ( got SO n A.P. No. Proposed Building Use ft) /C Building Inspector Date g At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome a anufacturer's installation instructions, 2 sets. . 10. Fees of $�. ................ ................... 9� 11. Impact fees as shown on attached schedule. . 12. California Department of Forestry plan approvalCnn:gin . ,� /a,�i �P........ 13. Flood elevation letter (100 year flood) X Califoreer.. . 14. Sanitation and plot plan approval C-0 Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. . 19. Driveway permit (construction approval required prior to occupancy). .. .. 20. Pre -inspection for P�anspectioreGue required. . . to Building Inspector pector (Date) 21. Contractor's license information. (No., Name Style, Cla �&&ation,) :::.... . 22. t?ei# ie�tevf Workmans Compensation Insurance. . � �? l ! _-y .. ........ 191, 6415 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. 24. Recorded copy of Agricultural Acknowledgement Statement ................... , 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... .................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... ........................ 33. 34. When you issue the�p r it, rode -ss as follows: Mail owner. Mail to contractor. JC Telephone �i -Mand hold for pickup at �r©V office. Deliver with inspector. Other Parcel Creation �d ' Acreage Applicant' Copy of Haz-Mat form sent Health -Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit iss an : (Circle new ite . not chc d above). 1. Index permit for above items No. 2. Additional items required: Contractor, design own r, was advised of above required data by _phone _�'mail Counter by Date 4 Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE ONLY 'i Plot Plan AttacW 7G � ��j •' Floor Plan Attached G` S VV a Scat to TO: Building Department/ FROM: Environmental Health SUBJECT: Sanitation Clearance Ownpr T nrafinn Plan Approved for: Sewage Disposal Clearance for bedroom *W] Hold final for: Final clearance O.K. for: NOTE: ,Water Supply: Aro1) Public s5 -310-i � AP# Private Well 2� Date 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER werjd� &reki'Sc� A.P. # PROPOSED BUILDING USE /(/(— yr i DATE REC. # DATE REC I, SCHOOL DISTRICT FEES 0 ('Ctt t S (paid at District Office) V Division 2. SHERIFF FEES (paid at Building ) Residential......._x unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units ' amt. Commercial (sq. ft. ).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND -PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE r T4 Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Ap Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building -—` -� permit. 96-0049 1 Rec Fee 12.00 1 Check 12.00 The property described herein is adjacent to land or included Recorded I within an area zoned for agricultural purposes, and residents' official Records I of this property may be subject to inconveniences orCounty of 1 discomfort arising from the use of agricultural chemicals, Butte I including, but not limited to herbicides, pesticides, .and Candace J. Grubbs I fertilizers; and from the pursuit of agricultural operations) Recorder I including, but not limited to cultivation, plowing, spraying, 11 :02am 7 -Feb -96 I PUBL XX 3 pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established -. - - - agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED IMAL DESCRIPTTON. ri-rate: NOVEMBER 17, 1995 PROPERTY OWNERS - 1 y (1' a+ i•a • •- State of California County of BUTTE On 11=21=95 before me, ** VJCKI C'RQSRF ** personally appeared ** KELLY L SORENSON ** personally known to me (or pree ) to be the persons) whose .name s) is e subscribed to the within instrument and acknowledged to me that he/they executed the same in his/etheir authorized canacity(ies), and that by his/Qheir signatures) on the instrument, theep rson(s), or the entity upon behalf of which the persons) acted, executed the instrument. aauuuun,uuuuuo„uuuuuu,uu+�",uu„ut+"�"�itmn� WITNESS my hand and official seal. = oPr 988 SEAL D Signature A.P. y 055-310-016 -e VICKI Q,ROSSE M (ipTAR NTYOF -CALIFORNIA W Seal: Q • --EAai�ajUM27,1997W l]i.......................... ..... —................. tttmm�utus DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT `, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CANYON RANCH ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 1, 1993, IN BOOK 130 OF MAPS, AT PAGE(S) 63 THRU 67. 14 EXCEPTING THEREFROM ANY PORTION LYING WITHIN SUNSET OAK DRIVE AND CANYON RANCH DRIVE. ALSO EXCEPTING THEREFROM ALL MINERALS AND MINERAL RIGHTS BELOW A DEPTH OF 100 FEET FROM THE SURFACE AND THE RIGHT TO ENTER UPON THE SURFACE OF SAID LAND FOR THE PURPOSE OF EXPLORING FOR MINING, EXTRACTING AND REMOVING THEREFROM SUCH ORES THAT MAY BE DISCOVERED AND FOR THE PURPOSE OF INGRESS AND EGRESS IN CONNECTION THEREWITH AND THE RIGHT TO DRILL OR SINK SHAFTS, HOLES OR OTHER EXCAVATIONS IN CONNECTION THEREWITH, AND DEPOSIT MINE TAILINGS ON SAID SURFACE, PROVIDED,,HOWEVER, THAT IF SUCH MINING OPERATIONS SHALL DAMAGE OR DESTROY ANY CROPS, BUILDINGS OR IMPROVEMENTS ON SAID LAND THE OPERATOR CAUSING SUCH DAMAGE OR DESTRUCTION SHALL PAY THE OWNER OF SUCH CROPS, BUILDINGS OR IMPROVEMENTS FOR SUCH DAMAGE OR DESTRUCTION IN A REASONABLE AMOUNT. NO MILLING, CRUSHING OR REFINING FACILITIES SHALL BE CONSTRUCTED OR OPERATED ON SAID LANDS BY THE GRANTOR, HER HEIRS, SUCCESSORS OR ASSIGNS, AS DESCRIBED IN THE DEED FROM NORMA FRANCES COHN, TRUSTEE TO EDWIN BURGESS, ET UX, RECORDED JUNE 24, 1977, IN BOOK 2184, PAGE 438, OFFICIAL RECORDS. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED DECEMBER 2, 1993, UNDER BUTTE COUNTY RECORDERS SERIAL NO. 93-53261, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II• A PERPETUAL NON-EXCLUSIVE EASEMENT WITH THE RIGHT -OF INGRESS AND EGRESS; FOR THE PURPOSE OF LAYING, INSTALLING, MAINTAINING, REPAIRING, PROTECTING AND REPLACING UNDERGROUND OR SURFACE STORM DRAINS, TOGETHER WITH APPURTENANCES THEREOF, ACROSS AND IN LANDS PARTICULARLY DESCRIBED AS FOLLOWS: BEING AN EASEMENT FOR STORM DRAINAGE. PURPOSES OVER A STRIP OF LAND 15.00 FEET IN WIDTH, LYING NORTHERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: PARCEL II: CONTINUED BEING A PORTION OF THE- SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT .THE SOUTHWEST CORNER OF SAID SECTION 31; TIiENCE FOLLOWING ALONG THE WESTERLY. BOUNDARY LINE OF SAID SOUTHWEST QUARTER, NORTH.0 DEG. 23' 41" WEST FOR 1500.00 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO FRANK KONRAD, ET AL, RECORDED JUNE 12, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-24423; THENCE FOLLOWING ALONG THE SOUTHERLY BOUNDARY LINE OF.SAID KONRAD PARCEL, NORTH 89 DEG. 29' 26" EAST FOR 611.91. FEET TO A POINT LOCATED ON THE EASTERLY BOUNDARY LINE OF PENTZ ROAD AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN.DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 89 DEG. 29'26" EAST ALONG, SAID SOUTHERLY BOUNDARY LINE FOR 700 FEET, MORE OR LESS, TO' A, POINT .LOCATED 15 .FEET EASTERLY OF KUNKEL CREEK AND THE END OF SAID.DESCRIBED LINE. .'tiC'_' r+n-YS:`N,.i''.i�"��e�ii+'tis+iri��'�}'itF+Gi,S'�.��',�S"sr �y>�'rt'Yi.:b�",;tc�,:.l',•"vh�•"ks'dtisi��i',�'+'���1'F�'C}V:i;tr�'�"`�'"�`�f'�t9ti;!'�f1'n�"",s'�.�„�'}:��i�xs''�'�y�s•`l,a't/\=s��'.,•-f"-s:�.. � s BUTTE COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM (One Eorm'Per Building) 1'J School School District Gt ✓'G( �l i S Q (/1 t CCI Building Department No. A.P. Number City 1XI County Property Owner Property Locati Subdivison v► se!) ►^ - h SO* on/Address tw Y, S u 1�S Pa f0"1 /, S Residential Development Commercial/Industrial No. of Uving MHI Units 0 New Lot No. Sq. Footage a 1 ,00-� nj Addition (Group R) Addition Sq. Footage Building Department Representative Date �.:.. (Floor Plans reviewed by School District Personnel) r (City) (Including Exterior Roofed Areas) h k S =- on No. School District certifies that (Applicant) 7- n - 9�a %) (Zip Code) has complied with the requirements of Resolution No, by payment'of $ reprenting ���� square feet. As 2926 $ FULL MITIGATION $ + Sc ool District Representative Date Paid by Check # Remarks: r Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) 6 feeform.wkl (11/94)dmm N RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) 1 Bldg. Permit # OWNER_ p1 �7p/�,►' Out A. P. # �5 O GENERAL Plan Checker -� f ing requirements: (sideyards and number of permitted living units). uation. ps signed by designer. per description of work on application. sting violations on property. ms on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN jComplete parcel size and dimensions. Setbacks, sideyards, easements, etc. �ther. buildings or" structures. Grading, fills, drainage. �lood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non -comb- table, and foundations). AU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 &.Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical gr gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 M. Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Specijal Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details:' landings, rise and run, head clearance, handrails • (Sec. 3306). • Guardrail details (Sec. 1711 & 3306(j). • Brick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation- protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side t.Ener uding supporting walls and posts, etc. exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). c access and ventilation (Sec. 3205). rfloor access and ventilation (Sec. 2516). ustion air for fuel burning appliances - L.P.G. requirements. e requirements on duplexes. gy design. hing at all exterior openings. • re ponsible area requirements. b __ 00110 ar- CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-lR' Project Title: SORENSON 2180ne (BASE CASE) Run: 656 06 -Feb -96 Project Address: LOT 6, OAK DR. SORENSON 2180ne (BASE C PARADISE, CA. Building Title: SORENSON 218flne (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. 95----3171 Telephone: 865-9688 or 342-9688 Plan Check / Date J Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 2180 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 45 deg (Nort Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type R -value . U -value Location/Comments Door 0 0.330 Unconditioned Wall 18 0.061 Outside Wall 13 0.088 Unconditioned Floor 19 0.037 Crawlspace Ceiling 38 0.025 Attic FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- Window North 61.5 0.550 Window North 20.0 0.550 Window North 91.9 0.550 Window East 20.0 0.550 Window South 82.0 0.550 Window South 79.5 0.550 Window South 17.8 0.550 Window South 17.8 0.550 Window West 4.0 0.550 Skylight 22.0 0.550 2 THERMAL MASS Area Type --------- Exposed? (ft2) (in) -------- ----- ----- --- 2 Std Drape Bug Screen Overhang Metal 2 Std Drape Bug Screen OH+Fins WdDr/Div 2 Std Drape Bug Screen OH+Fins Metal 2 Std Drape Bug Screen OH+Fins Metal 2 - Std Drape Bug Screen Overhang Metal 2 Std Drape Bug Screen OH+Fins Metal 2 Std Drape Bug Screen Overhang WdDr/Div 2 Std Drape Bug Screen OH+Fins WdDr/Div 2 Std Drape Bug Screen Overhang Metal Std Drape Bug Screen None Metal Thick Location/Comments Intmassl Yes 128.0 1.0 Interior Intmass 1 Yes 45.0 4.0 Interior COUNTY OF BUTTE BUILDING DEPT --------------------- FEB 4 6 1996 BUILDING EpAR MEIV1` A P P R 0 V E n CERTIFICATE OF COMPLIANCE: Residential Page 2 CFAR Project Title: SORENSON 2180ne (BASE CASE) Run: 656 06 -Feb -96 HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. --central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS. Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- 50GALW/H Standard 50W/H Storage gas 1 0.60 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input . Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ 50W/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES Non CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: SORENSON 2180ne (BASE CASE) Run: 656 06 -Feb -96 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER W SORENSON 13999 POTOMAC DR. MAGALIA, CA. 873-0940 DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 113 E. WALKER ORLAND, CA. 95963 865-9688 or 342-9688 Li #:4701 b,q Signe Date Signed Date ENFORCEMENT AGENCY Name Title: Agency: _ Telephone: Signed , Date COMPUTER METHOD SUMMARY Project Title: SORENSON 2180ne (BASE CASE) Project Address: LOT 6, OAK DR. 14.93 PARADISE, CA. Building Title: SORENSON 2180ne (BASE CASE) Document Author: BOB METZGER O.D.S. Telephone: 865-9688 or 342-9688 Compliance Method: CALRES2 Version 1.31 Climate Zone: 11 ENERGY USE SUMA4ARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating 15.09 13.79 Space Cooling 13.21 14.93 Water Heating 11.27 10.83 -------- __7 ----- Complies Total 39.57 39.55 Yes GENERAL INFORMATION Conditioned Floor Area: 2180 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 45 deg (North) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 21364 ft3 Conditioned Footprint Area: 2180 ft2 Ground Floor Area: 2180 ft2 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Name (ft2) (ft3) Type Type ---------------------------------------------------- Page 1 C -2R Run: 656 06 -Feb -96 SORENSON 2180ne (BASE C Building Permit # Plan Check / Date Field Check / Date Vent Height Area (ft) (ft2) House 2180 21364 Conditioned CEC_Standard 2'0" 21.5 OPAQUE SURFACES Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt Gns Type Location/Comments Zone = House Door 17.8 0.330 0 135 90 No 28x68 -Wood Unconditioned Wall 607.6 0.061 18 45 90 Yes W 18.EQ5 Outside Wall 225.2 0.088 13 135 90 No W13.2x4.16 Unconditioned Wall 61.0 0.061 18 135 90 Yes W18.EQ5 Outside Wall 6.0 0.061 18 180 90 Yes W 18.EQ5 Outside Wall 551.9 0.061 18 225 90 Yes W 18.EQ5 Outside Wall 6.0 0.061 18 270 90 Yes W 18.EQ5 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: SORENSON 2180ne (BASECASE) Run: 656 06 -Feb -96 ------------ OPAQUE SURFACES continued Surface Area U- Insl Tru Sir Construction Type (ft2) value Rval Azm Tit Gns Type Location/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Wall 288.0 0.061 18 315 90 Yes W l 8.EQ5 Outside Floor 2180.0 0.037 19 -180 No FC19.2x8.16 Crawlspace Ceiling 2158.0 0.025 38 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val . (in) Location/Comments None FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tit Type Type Name Comments Zone = House F11 Wind 15.0 45 90 Slider Metal OPER/std F12 Wind 4.5 45 90 Fixed Metal OPER/std F13 Wind 15.0 45 90 Slider Metal OPER/std F2IFRTDR Wind 20.0 45 90 Fixed WdDr/Div OPER/std F22SDLT Wind 2.8 45 90 Fixed Metal OPER/std F23 Wind 10.0 45 90 Fixed Metal OPER/std F31 Wind 10.0 45 90 Slider Metal OPER/std F32 Wind 20.0 45 90 Fixed Metal OPER/std F33 Wind 10.0 45 90 Slider Metal OPER/std F34 Wind 6.7 45 90 Fixed Metal OPER/std F35 Wind 12.5 45 90 Slider Metal OPER/std F36 Wind 12.5 45 90 Slider Metal OPER/std F37 Wind 7.5 45 90 Fixed Metal OPER/std L21 Wind 20.0 135 90 Slider Metal OPER/std BL 11 Wind 4.0 180 90 Fixed Metal OPER/std B11 Wind 20.0 225 90 Slider Metal OPER/std B 12 Wind 17.5 225 90 Slider Metal OPER/std B2IFRCH ` Wind 17.8 225 90 Fixed WdDr/Div OPER/std B22 Wind 15.0225 90 Slider Metal OPER/std B23 Wind 20.0225 90 Fixed Metal OPER/std B24 Wind 15.0225 90 Slider Metal OPER/std B26 Wind 20.0225 90 Fixed Metal OPER/std B25 Wind 8.0 225 90 Fixed Metal OPER/std B31 Wind 6.0 225 90 Slider Metal OPER/std B32 Wind 12.0 225 90 Fixed Metal OPER/std B33FRCH Wind 17.8 225 90 Fixed WdDr/Div OPER/std B34 Wind 24.0 225 90 Slider Metal OPER/std BRI 1 Wind 4.0 270 90 Fixed Metal OPER/std R11 Wind 8.0 315 90 Slider Metal OPER/std R12 Wind 15.0 315 90 Slider Metal OPER/std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: SORENSON 2180ne (BASE CASE) Run: 656 06 -Feb -96 FENESTRATION SURFACES continued Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tit Type Type Name Comments -------------- ---- ----- --- --- ------- ---=---- ------------ ---------------- R13 Wind 4.0 315 90 Fixed Metal OPER/std SLI Sky] 4.0 -- 0 Fixed Metal OPER/std SL2 Skyl 9.0 -- 0 Fixed Metal OPER/std SL3 Skyl 9.0 -- 0 Fixed Metal OPER/std GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC GIs Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade Shade Type Shade ------------ --------- ----- ----- ------ •---------- ---------------- ------ OPER/std Clear 2 0.550 0.870 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ 1711 ------ 510" ------ 310" ------ --------- 216" 214" --------- 2516" --------- 1116" F 1 2 116" 310" 216" 110" 2110" 1610" F 1 3 510" 310" 216" 214" 161011 2110" F21FRTDR 6'8" 3'0" 10'6" . 3'4" 216" 32'0" F22SDLT 1'8" 118" 1016" 314" 4" 3516" F23 210" 510" 1016" 112" 4" 3212" F31 510" 210" 216" 314" 2110" 1010" F32 510" 410" 216" 314" 1710" 1210" F33 510" 21011 216" 314" 1510" 1610" F34 1'8" 410" 216" 112" 1710" 121011 F35 5'0" 216" 216" 314" 518" 24110" F36 510" 216" 216" 314" 312" 2714" F37 116" 510" 216" 118" 312" 24110" L21 4'0" 5'0" 216" 1'4" 3110" 218" BL11 410" 110" 313" 1'4" 410" 410" B l l 4'0" 5'0" 2'6" 114" 16'0" 3'6" B 12 316" 5'0" 216" 114" 410" 1516" B2IFRCH 618" 218" 918" 414" 1912" 312" B22 5'0" 3'0" 9'8" 4'4" 14'6" 7'6" B23 5'0" 410" 918" 414" 1016" 1016" B24 5'0" 310" 918" 414" 716" 1416" B26 210" 1010" 918" 2'6" 716" 716" B25 2'0" 410" 918" 6" 1016" 1016" 1331 3'0" 210" 216" 1'4" 2516" 110" B32 410" 310" 216" 114" 20'6" 510" B33FRCH 618" 218" 216" 114" 15'6" 1014" B34 410" 610" 216" 114" 716" 1510" BRI1 410" 110" 313" 114" 410" 410" COMPUTER METHOD SUMMARY Page 4 C-211 Project Title: SORENSON 2180ne (BASE CASE) Run: 656 06 -Feb -96 OVERHANGS continued Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ R11 ------ ------ ------ --------- 410" 210" 216" 114" --------- --------- 23110" 1412" R12 510" 310" 216" 114" 716" 2916" R13 410" 1'0" 216" 114•" 1816" 2016" FINS Left Fin Right Fin -------------------------- -------------------------- Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ F2IFRTDR 6'8" 3'0" 9'8" 10'6" 3'10" 2'6" -- F22SDLT 1'8" 118" 918" 101611311011 4" -- F23 210" 510" 918" 1016" 118" 4" --' -- -- -- F31 510" 210" 1316" 101611311011 21'0" -- F32 510" 4'0" 1316" 101611311011 1710" -- -- F33 510" 210" 1316" 101611311011 1510" -- F34 118" 4'0" 1316" 1016" 118" 1710" -- F35 510" 2'6" 1316" 101611311011 518" -- F36 510" 216" 1316" 101611310" 312" -- F37 116" 510" 1316" 1016" 212" 312" -- -- - L21 4'0" 5'0" -- -- -- -- 1910" 910" 214" 218" B11 410" 5'0" 1412" 910" 214" 1610" -- -- -B12 B12 3'6" 5'0" 147" 9'0" 2'4" 4'0" -- -- -- -- B31 310" 2'0" -- -- -- -- 1412" 910" 2'4" 110" B32 410" 310" -- -- -- -- 1412" 910" 214" 510" B33FRCH 618" 218" -- -- -- -- 1412" 910" 2'4" 1014" B34 410" 610" -- -- -- -- 1412" 910" 214" 1510" THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type -Rval Location/Comments -------------- ---- ---- ---- ----------------- ---- ------------------------- Zone = House Tile 128.0 1.0 19 1.04 Till 0 Interior Brick 45.0 4.0 23 1.33 Brick 0 Interior SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: SORENSON 2180ne (BASE CASE) Run: 656 06 -Feb -96 HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn.80 Furnace 0.80 AFUE Attic R-4.2 ACsplit 10 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- 50GALW/H Standard 50W/H * Storage gas 1 0.60 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------_------------ -------------- ------ 50W/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.� S-7� Z —7 NAME: NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: /1 R M hf I FLOOD ZONE: k FLOOD MAP: Z �� APPROVED: CONDITIONALLY APPROVED:y RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING D&C 1 f /Yy3 LOT Li LEGAL ACCESS REQUIRED: YES NO YES - NO BOOK /-70 PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES�k _ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ' INDITI NS WHICH APPLY TOMAP: wi i F`cc Tn ar aA.D TO ruc of/LD/NG DNIS/O.&I LINT ceS OTucay+IAec NOTED. CHECK SPECIAL C.,�.�� � �..� �..� � .,� 1. Maintain a 50 ft. building setback from centerline of road. _)L 2. Maintain a Zy ft.building setback from right-of-way/Geatef4kie of G,.—iia' _ 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _o 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _C 7. Connect to a public water supply. _ 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. I + 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ y. 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Peymwt to be made to the Phvmkg Dh s6un- _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. - X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This personwould then be able to assess the site significance and suggest appropriate mitigation measures. .X 20. AAvyn ink C-9cc6-as ar- /;;1W yAvsvir11d6 mon sc-14111�A-tar 21 22. 23. 24. 25 AI41N3nd013A30 OMfI 3WS :10,Woo 9661 � 0 Of f a3ni3a3a LD 9/95 - C:\WP51\FORMS.KI8LDGPERM.CLR WOTES RESQDIENTIAL 055-31-0-01.3 00-1144 PERMIT NO. - ROBBINS, KEITH ' 4509 SUNSET OAKS DR., PARADISE CONT: GMG CONST. ROOM ADDITION } } .I U. OFFICE COPY y. Address t' GAS ti Meter y ELECTRIC �f Meter By Date JOB FINALED (Date) Signature 1 1` j. OFFICE COPY y. Address t' GAS ti Meter y ELECTRIC �f Meter By Date JOB FINALED (Date) Signature 1 V=OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready. _ . U 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 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 7. Well Clearance 8 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 FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal Plumb.; Cir. Test -Water Supply Test 11. 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- Bea ms- 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 No Ready ble RESIDENTIAL (; Date Underfloor (Plans) OK except #'s 1. Z ng -Setbacks -Easements -Flood -Slope tg., Main; Soils-Elec. Grnd.-/ j; /" Ftg. Depth 3. Ftg. arage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth t , Porches & Decks; Soils -Steel-/ /" Ftg. Depth L,61! alts, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. ers-Fireplace Ftg.-Steel 9 10. .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 ': I Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. 1 . _i . nums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts-Joists-Vents-Crippies �4ccess & Ventilation 16. Insulation Date Card 8-1 y Date Card B-1 Date 10 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle j,W. Wat - Pipe; Test & Anchor -Nail Protection W.V est Fittings & Anchor -Nail Protection ewer Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E CTRICAL (Permit) OK except #'s Fixyre & Transformer Clearance -Ins. Protection lec Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled o -Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes C) No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JAECHANICAL (Permit) OK except #'s A. ucts Insulation & Support Awl -Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fur a -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date GAMING (Permit) OK except #'s Materials & Anchors 44T. Wg411-Studs-Nailinq Spacing & Braces -Plates -Sound k2— Bea0d Walls over Girders & Floor Nailing rpt Stop in Walls (rat proof) Fire ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 'ingle & Duplex) t Date FRAMING (Continued) Ha rs-Post Caps -Anchors -Connectors -lin Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. it ce Ties or Type A Flue -Fireplace Throat Clearance Atti cess; Size & Romex Protection -Draft Stop -Ins. Baffles . Bd indows or Exiting Doors -Sill Ht. & Dimensions ara Fire Protection Framing ro y Line Firewall & Openings Isa-lit Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Sta' , idth-Headroom-Rise-Run-Landing-Fire Protection 40"Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 ing-Nailing Veneer Syceo Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. B e Interior/Exterior Vtaanels Z e f o 1171, mon-Walls-Ceilings 6P07�� . Infiltration -Walls -Windows Dat% Card B- Date Card B-1 Date Card 6-1 Date Card B-1 Date ffNAL (Plans) OK except #'s Extt_Stel—sDoor & Sidelight Protection -Landings Smoke etector so-ru-mace Vents -clearance -Comb, Air -Connector - In Ga ,Above Floor -Ducts -Mach. Protection e Exiting b7�F.ath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails r Stove, Clearance -Hearth ec ,Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter 34-Q3 a e Fire Door; Swing -landing -Closure 76-*,C'6uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection { lec. & Mech. Equip. Listed for Location ,78,-l5eq_j3eceptacIes in Garage (F.F.I.)-Romex Protection ZO-Tn's on -Foam -Looked in Attic uard ails & Deck Construction -Post Caps dn. Ypents & Crawl Hole Door Drainage & Wood -Earth ear ce Looked under Floor ❑ Yes i o, wing Instld./Drive 0 YeLa1q_oMalks 0 Yes 0 No/Planters 0 Yes 0 No A.C. gents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Electrical, Plu 87. erior d'Trim, G.F.I. Receptacle -Underground 88. til<yion'Throughout House 90. r ins rom Previous Inspections 9 a t -Meters Tagged, Gas -Electric 9 . at ewer Connected -C/O to Grade -HD Approval 9nq_py<ompliance Certificate -Other Certificates 99/Address Posted Date 117TI YlAed B Date Card B-1 Date Card B; Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1 Zw ..r,_ COUNTY OF'BUTTE ' BUILDING DIVISION '" l 13,00ARtMENT OF DEVELOPMENT SERVPCES 41.1 Wain Street - Chico, CA - (530) 891=2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. L Date r GV Inspector / REV 10/92 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 4509 Sunset Oaks Dr. Number and street Paradise .City County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib, Minimum Thickness 16.25" Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION inches. R38 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energ Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indica ed on the Uertificate of compliance, where applicable. r C.L.#499150 8- pit -00 LOERKE INSULATION CO., INC. Item #s ure, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner I Item #s Signature, Date Installingubcontractor_ (Co. Name)) r General Contractor (Co. Name) Or Owner Item #s' Signature, Date Installing Subcontractor _ (Co. Name) Or General Contractor Co. Name)Or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION a T 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 NO. (RevA2/96) APPLICATION AND PERMIT ro-i/ 177 ASSESSOR PARCEL NUMBER 055-31-0-018 ZON1WH1 BUILDING PERMIT OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION 717 R 38,718-00 OWNERS MAIUNG ADDRESS 4509 SUNSET OAKS DR., PARADISE 219 0 1,933-00 COWORMT • M-71 o o cDNgKdoas►u�"IL1JL,, CA 95969 CONSTRUCTION LENDER®/ f �-1}- UENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 49-991 -nn ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 239-85 BUILDINGADDRESS SAME Energy Plan Checking Fee $ $ PERMIT FEE $ 691 ARS LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 1� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 6 7.o0 42.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ROOM ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE 822.00 ELECTRICAL PERMIT Fling Fee 20.00 "00OR LESS Main Service OVA OR LESS 23.00 , 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. License Class Lic. No. � D 2_, / OWNER -BUILDER DECLARATION.50 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BIOS. SO 3.5¢x' 25.1 O NEW CONST. MULTI.OUTLET NON-RESID. C @7.50 PcwER APPARnrus 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 82' "00 Ex. Occup. PFS pM°Eq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S 68.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating DUAL 1 30.00 Cooling 2 GAS HEATERS 30.00 Hood 6.50 Ventilation 1 4.50 4.50 PERMIT FEE $ 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 It not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort wit ly with those provisions. X Date 5 ^ L2-�f() _ SigpdTure of lican - ❑ 9Wner WContractor ❑ Agent An Is require or excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 972.45 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat d above f which fees have been paid. By Date PERMIT EXPIRES ON 9/&/V I ate Receipt No. 2.94577-$869,5511 29 '71W_109 6 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP CTOR GOLDENROD -APPLICANT ' --d"' .G� - }y„ �.� •s t 'r'1! �..'Yr• �,if �"• .a .r -.v^ ...Y, -r. . '7:1..,.,,'Y �n,� •.�`.. . . A •$ COUNTY OF BUTTE -DEPARTMENT OF DE,V,�E���LOPMENT SERVICES -BUILDING DIVISION I 7 COUNTY CENTER DRIVE - OROVILLE, C;�I:YFOR'�1IA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: ��^ 3 I O �O 1 U Proposed Building Use: Building Inspector:EtBDate: p 0 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted ----------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 133. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! - --------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. ❑ 9..Manufactured Home data and installation instructions including Tie Down Specifications .------------------ eesof $ 16 0------------------------= ti---- ------------------------------------------------- Impact fees as•shown on the attached schedule. - -i - --- ----- - - - ---- California Department of Forestry plan approval/fees. ----- - - - =--- - ----- - ---- - W„,F,lood elevation certificate. ---------------- —---------------------------------- —'------- . Sanitation and plot plan approval C ( C dHealth Department. ------------------- ❑ 15. City of Chico plumbing permit - ---------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: El 18. 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 1120. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. --------------------------------------- =------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 1124. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 0433 A, OGrant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: (Date) Whdn you issue the t, ro ss as ollows ❑ Mail to owner, ❑Mail o contractor. y `'-� w Telephone and hold for pickup at ��offce. 11 Deliver with inspector. s,n� r- t14e7v,L--w Z��/oD n, �” a 1 cx� Applicant: a �_, Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Aires Pollution ate By: Copy of plans sent ❑ Health Department, ❑ Fire Departme er: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone o mail, ❑ Building Division counter, by Date: �esigner, owner, was advised of the above required data by ❑ phonail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: ate: — o.(76 Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Da . Yellow Copy - Department of Development Services, Building Division. E.M. USE ONLY Plot Plan Attached j' Floor Plan Attached Sant to B.O.! AR TO: Building Department FROM: Environmental Health G SUBJECT: Sanitation Clearance LIbblttr 4SU9 61f -310--nl°v Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public .4 Private Well Clearance for dwelling. Amk elan, nHoldnal for: f"-VA#C- ep,&fi - Final -clearance O.K. for: NOTE: /l l ,�EfIS ,S -2 G -00 �J Environmental Health Specialist Date 8/96 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �V` S Buildingrtmerlt No. 7 �� �ii 1 A.P. Number � Jurisdiction: Clty County Property Owner s J6 b J S Property Location/Address Subdivision Lot No. ....... odddion/ ............................................................................ / Residential Development Sq. Footage 7 No of Living Mobile Home "Supplemental to(Group R) Units Installation Conversion Permit # '(No foundation inspection); .................... .... ........... .......... Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) —00 Building Department Representative fDate (door clans reviewed by 5cnool District Personnel) Distri t Identification No. do — U School District certifies that eq�A/ �/ i� c- (Applicant) (Street` ddress) — (Phone Number) C- �p�� 4/-5 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing / / 1 square feet. School District Representative Paid by Check # Remarks: by payment of $ AB 2926 $ FULL MITIGATION $ Date e rk %. Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court .action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White. (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm NorthStar ENGINEERING Civil Engineers • Planners Surveyors June 21, 2000 Butte County Building 'Department 7 County Center Drive Oroville, CA 95965 Attention: Philo Hunt RE: Permit # 00-1144 Dear Mr. Hunt, I have reviewed the lateral design for the Robbins residence. We have engineered the 8' wall as shown on the plan. The braced walls shown in the direction perpendicular to the engineered wall are okay by inspection. This concludes my response at this time. If you have any questions, please contact me at 893-1600. Sincerely, 41 Jeff Richelieu,. PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 e 06/07/2000 09:31 5308770452 GUARDINO PAGE 02 Jun -0.6-00 01:54P P-Ol June 5, 2000 GMG Construction 5515 Clark road Paradise, CA 95969 Department of Developii Assessor Parcel Number: 055-310-018 Building Permit Number: 00-1144 Building Aivish 7 County Cesim Drive Oroville, CA 95965 (530) 538.7541 (530) 538-21 This office reviewed budding plans for the permit application teferenc examiner's comments are fisted in PART I below. Please respond it in ART_I by completing and returning the anclosed PLAN REVIES Indicate which detail. specification. or calculation rhnwQ the rvnliPetooi response information is included on the response form. Your compIC14 expedite the re -check and approval of this project. PART —1 Provide additional information and/or make revisions to plans, speci follows: 1. You du not have an egress window from the new bedroom meetin 2. You do not have adequate natural ventilation in the new bedroom. 3 Your ceiling framing plan calls for a struclam, your section calls f coordinate 4. Please provide calculations for all struclam beams as they have po loading on them. 5. Please provide a lateral analysis on the right side of the addition at new bathroom, Have the engineer or architect put all requirement and sign two sets of plans. 5. Please provide wall ties at 48 inches on center. throughout the addi nt Services FAX d above. The plan writing to each comment V RESPONSE. FORM. infnrmatinn Af1difinng! and clear response will itions and calculations as all of the requirements. a 4x 12, Please t loads and triangular the wall line behind the on the plans, and stamp Plan review will continue upon receipt of the above items Additional f rarnents may be generated from your response above where plan documents -were ineo�plete, ineon sistent,'or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance, at time of permit application on the PERMIT APPLICATION DATA These items were noted 1 ' t1_3 . 06/07/2000 09:31 5308770452 GUARDINO c Jun -06-'00 01:54P C ` � n Provide 2 sets engineer design plans, with wet signature on pi shown on plans. Pay fees in the amount of $102,90 Pay impact fees. (f you wish to discus-, anyremiirPmNnre in PAPT _ r ..... _.. between the hours of 1;00 p.m,� and 4:00 p.m., Mondav Through Fri must accompany corrected items. Sincerely, Linda,Sexton Plans Examiner 2 PAGE 03 P.02 All engineering must be o -/CRM CRO '79A1 1111. M. I J9l . The attached checkli%t 06/07/2000 09:31 5308770452 GUARPINO PAGE 04 'Jun-ua-uv vz:u�iP j P,pl PLAN REVIEW RESPONSE F !n order to expedite the review of your putts, please complete the following b1fomtation this form it not cornplete, as to all correction items, we wi.tl not be able to accept your r response to n -cry item requested in our plan correction letter. 'By others" is not eon9 csponse to each item and the location where the itiformbon can be fewd on the planskal ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW, LM'TER,AND _REIVRN RM return tNs form with your resubmittal. U ibraittal for m>rview. There must be a valid zd a valid response. Please indicate your REVISED AND ORIGINAL PUNS, ifuN CNLCK ttre >< RESPONSE BY: LOCA ION ON PLANS/CALCS: COMMENTS: PLAN CMI!CK M It ]RESPONSE BY: LOCA ION ON PLAN910ALCS: COMMENTS. �'S - June 5, 2000 GMG Construction 5515 Clark road Paradise, CA 95969 P *Department of Development Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 055-310-018 Building Permit Number: 00-1144 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed. PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: You do not have an egress window from the new bedroom meeting all of the requirements. You do not have adequate natural ventilation in the new bedroom. Your ceiling framing plan calls for a struclam, your section calls for a 4x12. Please coordinate. Please provide calculations for all struclam beams as they have point loads and triangular koadina on them. 5. /Please provide a lateral analysis on the right side of the addition and the wall line behind the new bathroom. Have the engineer or architect put all requirements on the plans, and stamp and sign two sets of plans. —6' Please provide wall ties at 48 inches on center throughout the addition. Plan review will continue upon receipt of the above items Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at tirrie.of permit application on the PERMIT APPLICATION DATA SHEET. Provide _2_ sets engineer design plans, with wet signature on plans. All engineering must be shown on plans. Pay fees in the amount of $102.90 Pay impact fees. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Sexton Plans Examiner 4 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530.) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT Ar'JOB NO. %0 Z LOCATION FAP-,k7j-S DATE CODES: Uniform 3,u-iIding COG" 19 9! EGitiOn _1 SC, .Manua of Steel COnSLr-.-.c=_On, 9_:"? E01LlOn STT(-, Timber COnstruc_.io Man,__l MATERIALS. Concrete. L c = 2500 `s_ r i:8 1^ya Masonry : -f'--n- = 1500 psi" G_ou-: 'c = 2500 p @ 20 daV �Qnss/O� Steel Rai -orC_n!a -r..5 GraG0 -- a0 =r -" and 4z 7, 1 i ` r M. R ape 4e ^=_-51. Gra__ 60 =cr =5 and -anger I�F,yG� -_-3•c, S L e e _ _ o e _ �'_ _ _ .i l: __ .� .. 1 9 v Steel •! ubi n� : = 5'_ar �� G== _ = or oC facn=-_e no S _Sc�,Or _Cl = _:fir t3 '7 GrcG- i�� ooG Connecto- S_mp-z n C __ - -Ti ? r.i 27��1 . IV , �' �:�OQ. S'-r��..t T. J -_Sts, 71 an!c- D. OF CA Plyfiaod. J -.P.-. P.=_�__ ___ - GCD,UEC S=d 25-g -- _. co LOADS: �.�:,= I ��� 2c7 ✓ ✓_ _;c �J_ / -75 �y� V GENERAL. = i St_ ct ---'r r--=-=_---_--_- - rejz:)O 5 '--- _ - - - - - _ _--_ _----- ^ --- 0, 80ILDING-DPARTMEW DID 4 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 BY: JMR 530-893-1600 6/14/00 FAX 530-893-2113 JOB NO: 7042 PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 .PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF SNOW LOAD V/ 20.0 PSF t/ LIVE LOAD 16.0 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 r -max = (V / 2) * 10 / (Iw * V) = 5 / Iw = 5 / 8'= 0.625 p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 717^0.5) = 0.80 P = 1.00 E = p * VW. 0.200 W (PER UBC EQ. 30-1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' = 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' = 1.13 = 0.0213 KSF 20'- 25' = 1.19 = 0.0224 KSF 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31 - _ . 0.0247 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). BY: DATE: JOB N0:/C7 ,:-% PAGE OF Nbrt-hStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893-2113 O p L -IT Ea� 1h O By: MEM Date: 6/14/00 Job No. Page- of PARTIAL LATERAL DESIGN NorthStar ENGINEERING LINES:. A,B, & 1 COMPLY WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 2: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. �, L1 [Lswl � L2 [Lsw2 , L3 [Lsw3 [ L4 �, Lswk L5 [Lsw5 [ L6 L1 = 14 FT Lsw1 = 8 FT/ L2 = 14 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) = 36 FT SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.85 K LATERAL.WIND FORCE ON WALL (Vw) = AREAw * P = 2.50 K LATERAL FORCE THAT GOVERNS (V) = 2.50 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) __ 540 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 63 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 30 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8.17 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= 12.90318 K TRIBUTARY WALL AREA FOR WIND`(AREAw) = 125 FT^2 WIND PRESSURE (P) _ 0.02 KSF By: MEM - _Date: 6/14/00 Job No. j0 ! Page of SHEAR WALL LINE 2: N®rthStar 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 = 0.313 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.55 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.50 K NET UPLIFT FORCE= Fuplift-Fdwn = 2.06 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1.= (V / L) * L1 = 0.97 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.97K 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 + 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 * (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 = 0.97 K MIN. DRAG STRUT FORCE = 0.00 K USE: ISHEAR WALL NO. 2 P_H_D2-_SDS3_HOLDOWN_ON_2_2X WITH S MSTC28 STRAP AT -ALL TOP PLATE SPL NECT 0 A. ING ROOF RAFTER TO TOP PLATED By: MEM N®rthStar Date: 6/14/00 ENGINEERINGJob No. . ^%� f{ Z Page 3 of BEAM AT CEILING SOFFIT- BM1 & BM2:�— TRY: 1 3/4"x11 7/8" 1.9E MICROLLAM LVL MAXIMUM TRIBUTARY WIDTH (Wtrib) _ MAXIMUM SPAN LENGTH (Lspan) = w Lspan UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 0.040 KLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 0.080 KLF WHERE DL= 0.005 KSF LL = 0.01 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM AT CEILING SOFFIT - BM1 & BM2" ) USE: - 3'18x BEAM AT CEILING SOFFIT - BM3 & BM4 TRY: 3 1/8"x12" GLB 24F -V4 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 8 FT MAXIMUM SPAN LENGTH = 18 FT UNIFORM DEAD LOAD (wDL) = DL*Wtrib = 0.04 KLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 0.08 KLF CONCENTRATED DEAD LOAD (PDL) = T* 0.040klf = 0.28 K CONCENTRATED LIVE LOAD (PLL) = 7' * 0.080klf = 0.56 K WHERE DL= 0.005 KSF LL = 0.01 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM AT CEILING SOFFIT - BM3 & BM4" ) USE. 3 118 --x 12---G L I3-24 F -V4- ----r/ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 8 FT 14 FT P P w 2' 14' 2' 18' Title : Addition for Robbins Job # 7042 Dsgnr: MEM Date: Description 0 Scope Re,: 51000; General Timber Beam Page 1 I Description Beam Ceiling Soffit - BM1 General Information I Section Name LVL:1.750x11.875 Center Span 14.00 ft .....Lu 4.00 ft Beam Width 1.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Truss Joist -MacMillan, MicroLain 1.8E W Bm Wt. Added to Loads Fb Base Allow 2,600.0 psi Load Dur. Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi Wood Density 34.000 pcf E 1,800.0 ksi ^Uniform Loads I Uniform Loads Over Full Span Center DL 40.00 #/ft LL 80.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 14.00ft, Beam Width = 1.750in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.370 : 1 Maximum Moment 3.1 k -ft Maximum Shear'` 1.5 .Allowable 8.3 k -ft Allowable Max. Positive Moment 3.06 k -ft a 7.000 ft Shear: @ Left Max. Negative Moment 0.00 k -ft a 0.000 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 8:27 @ Right Reactions... fb 892.85 psi fv 54.53 psi Left DL 0.31 k Max Fb 2,413.69 psi Fv . 285.00 psi Right DL 0.31 k Max 1.1 k 5.9 k 0.87 k 0.87 k 0.000 in 0.132 in 0.000 in 0.87 k 0.87 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.088 in -0.246 in Deflection 0.000 in 0.000 in ...Location 7.000 ft 7.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,902.6 684.02 Right Cantilever... Deflection 0.000 in 0.000 in- n...Length/Deft ... Length/Defl 0.0 0.0 ?cjT983-98-ENERC7AEC c:\d\7042 robbins\7042.ecw:Calculations K\W=0603075-V6_r5-0-6_1=Jun-1998-V�n32 Title : Addition for Robbins Job # 7042 Dsgnr: MEM Date: Description Scope Rev: 510001 General Timber Beam Page 2' Description Beam Ceiling.Soffit - BM1 airess Caics Bending Analysis Ck 21.339 Rb 16.602 Sxx 41.130 in3 Area 20.781 int Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 3.06 k -ft 15.21 in3 2,413.69 psi @ Left Support 0.00 k -ft 0.00 in3 2,600.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,600.00 psi Shear Analysis @ Left Support @ Right.Support Design Shear 1.13 k 1.13 k Area Required 3.976 int 3.976 in2 Fv: Allowable 285.00 psi 285.00 psi Bearing @ Supports Max. Left Reaction 0.87 k Bearing Length Req'd. 0.666 in Max. Right Reaction 0.87 k Bearing Length Req'd 0.666 in Query Va ues — — I M, V, & D @ Specified Locations Moment Shear Deflection . @ Center Span Location = 0.00 ft 0.00 k -ft 0.87 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in -(-CTf983=98-ENERCATC c:\d\7042 robbins\7042.ecw:Calculations =060a075-Ven5-0-6-1=Jun-f998W32 Title : Addition for Robbins Job # 7042 EM D t Uniform Loacis . Dsgnr. M a e. i otai Logo Description ueaa t-oaa Scope Re;.: 520001 General Timber Beam Page 1' Description Beam Ceiling Soffit - BM1 Deflection '0.000 in Center DL i General Information LL 80.00 #/ft 9.000 ft ...Length/Deft Section Name 3.125x12:0 Center Span 18"00 ft .....Lu 4.00 ft Beam Width 3.125 in Left Cantilever ff .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever �y� ft .....Lu 0.00 ft Douglas Fir,124F_- V_4 Member Type GluLam #/ft Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi E 1,800.0 ksi Wood Density 34.000 pcf ...Length/Deft , Uniform Loacis . ueao t-oaa i otai Logo pert Lanuiever... ueaa t-oaa i otai Loaa Uniform Loads Over Full Span -0.190 in -0.518 in Deflection '0.000 in Center DL 40.00 #/ft LL 80.00 #/ft 9.000 ft ...Length/Deft Left Cantilever DL #/ft LL #/ft 416.60 Right Cantilever... Right Cantilever DL #/ft LL #/ft Deflection i PoinfLoads I 0.000 in ...Length/Deft , Dead oa 280.0 lbs�280.0 lbs lbs lbs lbs lbs Live Load 560.0 lbs 560.0.lbs lbs lbs lbs lbs ...distance 2.000 ft 16.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ummary Beam Design OK Span= 18.00ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.466 : 1 Maximum Moment 6.9 k -ft Maximum Shear * 1.5 2.8 k Allowable 14.8 k -ft Allowable 6.2 k Max. Positive Moment 6.90 k -ft a 9.000 ft Shear: @ Left 2.00 k Max. Negative Moment 0.00k -ft. a 18.000 ft @ Right 2.00 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.285 in Max. M allow 14.80Reactions... @ Right 0.000 in fb 1,103.77 psi fv 75.16 psi Left DL 0.72 k Max 2.00k Fb 2,368.40 psi Fv 165.00 psi Right DL 0.72 k Max 2.00 k enter span... ueao t-oaa i otai Logo pert Lanuiever... ueaa t-oaa i otai Loaa Deflection -0.190 in -0.518 in Deflection '0.000 in 0.000 in ...Location 9.000 ft 9.000 ft ...Length/Deft 0.0 '0.0 ...Length/Deft 1,136.6 416.60 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft , 0.0 0.0 -(-cT1-983=98_NERCATC c:\d\7042 robbins\7042.ecw:Calculations KW -0603075, -Ver 50-6-l-Jun-9998-1Nin32- --' Title : Addition for Robbins Job # 7042 Dsgnr: MEM Date: Description ` Scope � 1.I OF: � =,e,.: 5,000, General Timber Beam Page 2 Description Beam Ceiling Soffit - BM1 Stress Calcs Bending Analysis Ck 22.210 Rb 9.367 Sxx 75.000 in3 Area 37.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 6.90 k -ft 34.95 in3 .. 2,368.40 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.82 k 2.82 k Area Required 17.083 in2 17.083 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 2.00 k Bearing Length Req'd 1.143 in Max. Right Reaction 2.00 k Bearing Length Req'd 1.143 in ues Query Values M, V, & D @ Specified Locations Moment Shear" Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 2.00 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in (cjT983=98-ENERC—A c:\d\7042 robbins\7042.ecw:Calculations KW -0603075 -Ver 5-. -6; 1=Jun=1"998-Wn37'--- NOR'THSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT A(%Di i IDN 'off z osoi r,l=. JOB NO. 70Gi Z LOCATION FAP,ADIS CA_i-,�:2!IiA DATE CODES: Uni form 3uilding Code, 1597 Edition RISC,, Manual of Steel CcnstruCL l On, 9t`? Edition A! TC, ` imb=r Construction Manual MATERIALS: Concrete: .'c = 2500 psi @ 20 Days Mason- rv: L' -7q = 1500 osi, llvlfc, r t a r . T= i ' C on9 0 z_,rrsrr Grou,z .L'C = 25100 o s i C 2da•vs oFEssoOSt-=l R•ei n_ OrCing -r15 Grade 40 'or =-� and s i 1 e M. R �q�� : -%1_'ti Grs e - .or -5 and larger ��ti y Struct;�ral St= -1 rc__.i ._-35 �, FG ,,Steel oe: M -b C-ade D c� 0 k•'Steel 'l ubin:r : .STM :`__^0 Grade ~_ or E `I�C:�_n_e Bo. �s, -= C:r.o� 'sol �s : -�T�s .=_ 7 Graffi= ,wood Connectors: m =JG S=-� " Strn -''l:ice or equal. Wood:S--_ --^:, .,C_5� s anks.. D.F. -.Z & 5=-- �= =cs=s b=rs. D. - =1 lFOfCAL�FO w, oCo.. =. _ �_� � _ �_ _��: - 215 -_ LOADS: Rw- L i v = Lc. 2 c� _ � r _ = a d D Solsm.iC ZOT_= �'x�'osure G pi=t:^0a, - _- L =_Cz c= --rw- s? no_e.:. �_i lcr;ab Sc GENERAL.^v struC'-u- C'- soe�i=_ �11 a afire - __ an or dam resoo�_�_'__-'-- =--- = __--�- _--------- duIi6 c = = 12 WILDING-DEPARTM NT POROVED N©rthStar, . 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 BY: JMR 530-893-1600 6/14/00 FAX 530-893-2113 JOB NO: 7042 PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF SNOW LOAD 20.0 PSF LIVE LOAD 16.0 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 r-max=(V/2)*10/(Iw*V)=5/lw=5/8'= 0.625 p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 717^0.5) = 0.80 P = 1.00 E = p * VW 0.200 W (PER UBC EQ. 30-1) NET FORCE _ 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0-15' = 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' = 1.13 = 0.0213 KSF 20'- 25' = 1.19 = 0.0224 KSF 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' _ . 1.31 - = 0.0247 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). (i IFS BY: J I I DATE: JOB NO: C> ?AGE 3 OF NorthStar ENGINEERING Civil Engineers• Planners* Surveyors UHIL:U, (UALIrUHNIA Vey/J 530-893.1600 FAX 530-893.2113 t i' ------- -�L-- -- -- :r✓:.I,;.,;..� li I Mrs FM I 1�- I I -'- - - - , 2 -� _e RM - '.CI �..i ..__ •. m. vl � 7l_ ��- _-._ '—`— —c=+�I �I L, Zi ,•: , ., r'� ! _---i—T:' _ .d�. By: MEM Date: 6/14/00 Job No. Page of PARTIAL LATERAL DESIGN NorthStar ENGINEERING LINES: A,B, & 1 COMPLY WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 2: 20 DECLARATION DRIVE .CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 1,Lsw1 1, L2 I,Lsw2 1, L3 ILsw3 1, L4 I, Lsw4, L5 I,Lsw5 I, L6 L1 = 14 FT Lsw1 = 8 FT L2 = 14 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) = 36 FT SHORTEST LENGTH OF -SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.85 K. LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.50 K LATERAL FORCE THAT GOVERNS (V) = 2.50 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) __ 540 FT DEAD LOAD OF'DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 63 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) _ 30 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8.17 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 = 12.90318 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 125 FT^2 WIND PRESSURE (P) = 0.02 KSF 0 40 By: MEM Date: -6/14/00 Job No. -70 Page � of SHEAR WALL LINE 2: NortMStar 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) IV= 0.313 KLF UPLIFT FORCE (Fuplift) = v.* Hwall = 2.55 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1. / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.50 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.06 K HOLDOWN REQUIRED DRAG STRUT FOR DSF1 = (V / L) * L1 = 0.97 K DSF2=v*Lsw1-(V/L)*(L1'+Lsw1)= 0.97 K. DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lswl + 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 / Q ' (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 = 0.97 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES AT WALL OFFSET MSTA21 STRAP CONNECTING .ROOF RAFTER TO TOP PLATE By: MEM N®rthStar Date: 6/14/00 ENGINEERING Job No. 70 Page � of BEAM AT CEILING SOFFIT - BM1 & BM2: TRY: 1 3/4"x11 7/8" 1.9E MICROLLAM LVL MAXIMUM TRIBUTARY WIDTH (Wtrib) _ MAXIMUM SPAN LENGTH (Lspan) = w Lspan UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 0.040 KLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 0.080 KLF WHERE DL= 0.005 KSF LL = 0.01 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM AT CEILING SOFFIT - BM1 & BM2" ) USE: V Via 12 '-¢F-/4- BEAM AT CEILING SOFFIT - BM3 & BM4 TRY. 3 1/8"x12" GLB 24F -V4 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 8 FT MAXIMUM SPAN LENGTH = 18 FT UNIFORM DEAD LOAD (wDL) = DL*Wtrib = 0.04 KLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 0.08 KLF CONCENTRATED DEAD LOAD (PDL) = T* 0.040kif = 0.28 K CONCENTRATED LIVE LOAD (PLL) = T* 0.080klf = 0.56 K WHERE DL= 0.005 KSF LL = 0.01 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM AT CEILING SOFFIT - BM3 & BM4" ) USE: 3 1/8"x12" GLB 24F -V4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 8 FT 14 FT P P w 2- 14' 2' 18' • Title : Addition for Robbins Job # 7042 Dsgnr: MEM Date: Description D C Scope.: I General Timber Beam Page 1' Description Beam Ceiling Soffit - BM1 _c f9883=98-ENERCALC c:\d\7042 robbins\7042.ecw:Calculations ---KW 0603075 -Ver 5-0-6-1=Jun=1998-1Nin32-- General Information Section Name LVL:1.750x11.875 Center Span 14.00 ft . .....Lu 4.00 ft - Beam Width 1.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever - ft .....Lu 0.00 ft Member Type Truss Joist - MacMillan, MicroLam 1.8E W Bm Wt. Added to Loads Fb Base Allow 2,600.0 psi Load Dur. Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Uniform Loads I Uniform Loads Over Full Span Center DL 40.00 #/ft LL 80.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft . Summa ry Beam Design OK Span= 14.00ft, Beam Width = 1.750in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.370 : 1 Maximum Moment 3.1 k -ft Maximum Shear * 1.5: 1.1 k Allowable 8.3 k -ft Allowable 5.9 k Max. Positive Moment 3.06 k -ft a 7.000 ft Shear: @ Left 0.87 k Max. Negative Moment 0.00 k -ft a 0.000 ft @ Right 0.87 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.132 in Max. M allow 8.27 Reactions... @ Right 0.000 in fb 892.85 psi fv 54.53 psi Left DL 0.31 k Max 0.87 k Fb 2,413.69 psi Fv 285.00 psi Right DL 0.31 k Max 0.87 k Deflections ' Center Span.... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.088 in -0.246 in Deflection 0.000 in 0.000 in ...Location 7.000 ft 7.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,902.6 684.02 Right Cantilever... + Deflection 0.000 in' 0.000 in ...Length/Deft 0.0 0.0 _c f9883=98-ENERCALC c:\d\7042 robbins\7042.ecw:Calculations ---KW 0603075 -Ver 5-0-6-1=Jun=1998-1Nin32-- • Title : Addition for Robbins Dsgnr: MEM Date: Description Q O Scope rI � Rev: 510001 General Timber Beam Description Beam Ceiling Soffit - BM1 Job # 7042 Page 2 1 LStress talcs Bending Analysis Ck 21.339 Rb 16.602 Sxx 41.130 in3 Area 20.781 in2 Cv 1.000 Max Moment Sxx Reo'd Allowable fb @ Center 3.06 k -ft 15.21 in3 2,413.69 psi @ Left Support 0.00 k -ft 0.00 in3 2,600.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,600.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.13 k 1.13 k 'Area Required 3.976 in2 3.976 in2 Fv: Allowable 285.00 psi 285.00 psi Bearing @ Supports Max. Left Reaction 0.87 k Bearing Length Req'd 0.666 in Max. Right Reaction 0.87 k Bearing Length Req'd 0.666 in [Query V—aues — I M, V, & D @ Specified Locations - Moment Shear Deflection @ Center Span Location = 0.00 ft 0:00 k -ft 0.87 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00k -ft 0.00 k 0.0000 in . (-CTI983=98-ENERCACC c:\d\7042 robbins\7042.ecw:Calculations KW -0603075 -Ver 5-0-6-1=Jun-1"998-,-VW-n32— e Uniform Loads Over Full Span Title : Addition for Robbins Job # 7042 Dsgnr: MEM Date: ' Description LL 80.00*ft Scope Left Cantilever General Timber Beam Page 1' Rev: 5}0001 Description Beam Ceiling Soffit - BM1 Right Cantilever General Information LL #/ft I Section Name 3.125x12.0 Center Span 18.00 ft .....Lu 4.00 ft Beam Width 3.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 - - lbs lbs Fb Base Allow 2,400.0 psi Bm Wt. Added to Loads Fv Allow 165.0 psi Load Dur. Factor 1.000 lbs Beam End Fixity Pin Pini Fc Allow 560.0 psi 0.000 ft E 1,800.0 ksi Wood Density 34.000'pcf: Uniform Loads 1 Uniform Loads Over Full Span Center DL 40.00 #/ft LL 80.00*ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft CPoinnU oads -Deaao1_ ad 280.0 1b28 . s lbs lbs lbs lbs Live Load 560.0 lbs 560.0 lbs lbs lbs lbs lbs ...distance 2.000ft 16.000 ft 0.000ft'. 0.000 ft- 0.000 ft 0,000 ft ummary Beam Design OK Span= 18.00ft, Beam Width = 3.125in x Depth=.12.in, Ends are Pin -Pin Max Stress Ratio 0.466 : 1 Maximum Moment - t 6.9 k -ft Maximum Shear " 1.5 2.8 k Allowable 14.8'k -ft Allowable 6.2 k Max. Positive Moment 6.90 k -ft a 9.000 ft Shear: @ Left 2.00 k Max. Negative Moment 0.00 k -ft a 18.000 ft @ Right 2.00 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center -0.285 in Max. M allow 14.80Reactions... @ Right 0.000 in fb 1,103.77 psi fv 75.16 psi Left DL 0.72 k Max 2.00 k Fb 2,368.40 psi Fv 165.00 psi Right DL 0.72 k Max 2.00 k Deflections I Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.190 in -0.518 in Deflection 0.000 in 0.000 in ...Location 9.000 ft 9.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,136.6 416.60. Right Cantilever... Deflection 0.000 in 0.000 in ...Length%Deft 0.0 0.0 T983=98 EVERCAlCc:\d\7042 robbins\7042.ecw:Calculations^ KW-0fi03075-Vey 5-0-6, 1=Jun-1998,-V11in32-- f - ' Title : Addition for Robbins Job # 7042 .w Dsgnr. MEM Dater • Description - Scope Rev: 510001 General Timber Beam Page 2' Description Beam Ceiling Soffit- BM1 Stress Calcs I Bending Analysis Ck 22.210 Rb 9.367 Sxx 75.000 in3 Area 37.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 6.90 k -ft 34.95 in3 2,368.40 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi • Shear Analysis @ Left Support @ Right Support Design Shear 2.82 k 2.82 k Area Required 17.083 in2 17.083 in2 Fv: Allowable 165.00 psi 165.00 psi. Bearing @ Supports Max. Left Reaction 2.00 k Bearing Length Req'd 1.143 in Max. Right Reaction 2.00 k Bearing Length Req'd 1.143 in Query Values -- I M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 2.00 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k . 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in -(-CTf983=98-ENERCAtC c:\d\7042 robbinsk7042.ecw:Calculations KW--0&03075-,V6-r5-0-.671 -Jun-1998,-Win32--- K MM m �Y, — z m KIM, rpor,' yp InBa;K, ,a§ to aS Line Vente PLASTER7�, LightS in, P661 V I Nor H A StUb Set Equipm ir n qr Rijn )r . .... .... S oa r awcut He U, Fiope t 0= uqite Inspopo - D p, C R n, 13 B To Meet All Local oo �s u '13 V R B B X'puyer, eD "d Ran m y l�OTH pa a S pa, am, BACKS PLUMSJ T NG FT�, FT LOOR H 0 U 8 EAPS AETUR FT FT INS �7 :, - , - ;,5,F R ETURN S 'EAbs # FT `,;ST§EtT, FT; SE FA HEAD PTIC F1 pp R FTl a �'F FT. M�Y'rvary_ ue 0 FT. R �PUB WATt T WER �,FT.,' POO St POOL PLAN FOR: KI 1/8 SCA E NAME JOB NO.' 0 bRt�S 8 U )QB AD AITY lZIP �D ETI F OE'A''M''INE �APPRONIMTE,'�EUV;kflib'N PHONE 0 FICF- L OP POOL ON DAY.OF EXCAVAT!R�,,,, :BUYEFt: Ot 0,66L �%AAIEA TO �13E�'FENCER �PER COUNTY-, L SUBbivisION 'ATE BLOCK PLATBOOK PAP ,�QOIJNTY E(S RDINANCE,- S TO'BE SELF ly gh op R b:- 11 d bL6S'1 G A , NO S LF. 0 J// CON,5 C HONE.N 0, P TRLJCTION OFF[ EP A :6UY E W R FFIqE E T 0 OWN �CONCRETE�� SHELL, 'AT,.,LEAST O��4 NO. 1!Ni�AMAGFER CH�CKEO S SCAL ATIE I SOCD BY v "ILY FOR, I UT WPM Pnn I z �,t� t i�, l n Al y T� KIM, rpor,' yp InBa;K, ,a§ to aS Line Vente PLASTER7�, LightS in, P661 V I Nor H A StUb Set Equipm ir n qr Rijn )r . .... .... S oa r awcut He U, Fiope t 0= uqite Inspopo - D p, C R n, 13 B To Meet All Local oo �s u '13 V R B B X'puyer, eD "d Ran m y l�OTH pa a S pa, am, BACKS PLUMSJ T NG FT�, FT LOOR H 0 U 8 EAPS AETUR FT FT INS �7 :, - , - ;,5,F R ETURN S 'EAbs # FT `,;ST§EtT, FT; SE FA HEAD PTIC F1 pp R FTl a �'F FT. M�Y'rvary_ ue 0 FT. 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LEGAL DESCRIPTION POOL SUCTION G AS METER LOT, SUBDIVISION, fooL,RETURNS, POOL,AREA TO BE �FENCED, PER, COUNTY:: ELECT. PANEL PAGE(S) __�COLJNT� 6 t� CAD BLOCK PLATBOOK R Cl INANCE,'�GAT S TO BE SELF GATE,VALVES G CjTy� CLOS�NG AND SELF LATCHIN MAIL ADDRESS :FI CQNsTRUCTION,61FFICE.PHONE' NO� ZIP L Ll NE LIGHT SALES OFFICE ERMI T,OFFICE� .'a"BUYE R S TION Ej i,�IGHT_JUNCT ON AT LEAST ER $UC I Bb X'*",L' I LL PHONE NO MAhAG WET, DOWNLi` TW Ys SCALE D DRAW Y, JSOL�By ICE:DAILY FOR 7 DA E ICHECKFD v8" 1, H S PO' S �'�SPA RETURN DO NOT TURN ON CIL L(GHf,W. EN P 0 E BIB 00L IS EM! TY Afilik AML a At GAS LINE SKIMMER `LlSi RUB DO NOT' BER HOSE,WHEN FILLING T -S�S(GNATURE -7 L NE P M f N T 0 f A L E R. POOL AS IT V� QqS1 O�Mi�R T A F filk N AP 8015-0( E'. '�'6)r R N