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HomeMy WebLinkAbout017-250-018•rr -�.. y, - - .y„�,,,�:r;�p,.r �� .., G^ -'r .� - .. a.+rr •.aA S .=.. ,.r'..'_ .y.�ywn v -•w. �•�.y 7i��YY l" .. * "^•'-y.' `� Y,�. - - - - � r \' - -' _ •-/ma=r i.•...�.�-�. ,� y ..i� _�'- .'i +� r�.� w. i L! F FRANK SOLINSKY "" -• S/S Honeyrun_ Rd, i mi E Skyway, Chico Permit#2456-84B,P,E,M(new single family] 0/7 z ontr: Miller Construction, Durham ICT) erM.LL44 _J802-84B(cov & open decks/SF) - -R- 011-390-018'" PERMIT#98=0706 DEVEREUX,°Elizabeth. 296• -Honey Run' RH. ,Chico N47 ew•Pri Det' Sitting,Room' ' 011-390-018 01-0301 MALONE / DEVEREAUX, NICHOLAS 296 HONEY RUN RD., CHICO CONTR: BOB SPEARS} SINGLE FAMILY ADDITIONjM 14 r ' s x011-390-01803-0620 MALONE NICHOLAS a ! • �' �t ��•. ..296 HONEY RUN, CHICO - 4 . +�`• Cont: FRANKS REPLACE HVAC UNIT& 'DUCTS' , i 7 • a. ��.'� •. sem._,. _ _ —_ .- 1 �.�'Y.' t •�•' .A • ..ifl'Yr. - _-. n. � - 1 TR.• T 3802-84B PERMIT NO. (� l PERMIT.EXPIRES OWNER FRANK SOLINSKY CONTR...Miller Const, Durham ASSESSOR PARCEL 40-05-05 LOCATION S/S Honcyrun.Rd, i mi E Skyway,Chico Temp. Power Pole Called PG&E Temp. Elec. Service p. i Called PG&E Temp. Gas Service Called PG&E " JOB FINALED (Date) U Signature J = OK 0 = Not OK = Not Applicable * = Not Ready MOBILEHOMES I MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zonind Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except H's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ P'Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance 6. Carports; Windows -Doors 7. Elec. t Card -BI Date Card -131 Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI • Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except q's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged B. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test i Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date s.- � J OK 0 = Not OK w e - = Not Applicable RESIDENTIAL (Sin-Ste and * = Not Ready Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements-Setbacks-Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors-One 3'-Check Garage-3rd story, 2 exits 3. Ftg., Garage; Soils-Steel- / /" . D th 50. Stairs; Width-Headroom-Rise-Run-Landing-Fire Protection 4. Ftg., Porches & Decks; Soils-St - /" Ftg. Depth 51. Plywood on Roof Overhang-Attic Vents-Rafter Outriggers 5. Stemwalls, Main; eel-Blockou rapped-Slab 52. Siding-Nailing-Veneer 6. Stemwalls, Gara e; tee - lockouts-Wrapped-Slab 53. Stucco Mesh-Drip Screed-Fdn. Vents-Underflr. Access 7. Piers-Firep ace t 54. Glazing Area-Glass Protection-Skylights-Plastic 8. D.W.V.: Fa Fit est-2 C/O- Test 55. Shear Walls; Nailing-Bolts 9. ipe; z An Morsloy Water , est-Anch rs- gu a rvic Test 11.le5 , Underground 12. Osffums & D c s e ance- erial- port-Ins. 13. Girders-Sill chor Bolts-Joists-Vents-Cripples Card-BI Date Card-BI Date Card-BI Date Card-BI Date Card-BI Date Card-BI Date Card-BI Date Date Card-BI Date FINAL (Plans) OK except k's 56. Ext. Steps-Door & Sidelight Protection-Landings Card-BI Date Date Card-BI Date PLUMBING (Permit) OK except p's 14. Water Ht.; Vent-Access-Combustion Air 15. Water Pipe; Test & Anchors-Nail Protection 57. 58. . Smoke Detector Furnace; Vents-Clearance-Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors-Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor-Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor-Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes:fteli 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Sto ; Cle ances-Hear Card-BI Date Card-BI Date 64. 65. Elec. Outlets at Wood nel; 11garExt. Kit. Fixt. & A liance; Gr .-Air Gap-90pking Clearance Card-BI Date Date Card-BI Date ELECTRICAL Permit OK except p's 66. Elec. Outlets Rec es at Kit unt r GaragINFire r; Swi g-Land i ApLdroserl 68. A.C. D t i r e-Dam er 20. Fixture & Transformer Clearance-Ins. Protection 69. Wtr. H ts-Clearance b it onnector-P.R.V.- In Gar bove Floor-Mh rotection 21. Elec. Receptacles Spacing-Lights &Switches at Doors 22. Size Boxes & No. of Conductors-Stapled 70. PI lec. &Mech. Equip. Listed for Location ec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. 24. Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners-Bond Gas & Water 72. Insulation-Foam-Looked in Attic E] Yes o 25. 2 Appliance Circuits in Kitchen &Conductor Size 73. Guard Rails Deck Construction-Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door-Drainage & Wood-Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI-Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No 75, Following instld.:Drive ❑ Yes E] No; Walks F) Yes ❑ No; Planters ❑Yes El No 28. Service-Riser Conductors & Ground-Main Disconnect 76. Stucco; Brown-Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size-115V Outlet 30. Clothes Closet Light-Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle-Underground Card B-I Date Card-BI Date 81. 82. Ventilation throughout House Glass Protection Card B-I Date Date Card-BI Date MECHANICAL (Permit) OK except k's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test-Meters Tagged; Gas-Electric 85. Water & Sewer Connected-C/O to Grade-HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate-Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace-Vent; Access-Comb. Air-Return Air Vent-115V outlet 35. Attic Access & Platform if Furnace in Attic Card-BI Date Card-BI Date Card-BI Card-BI Date � and-BI Date Date Card-BI Date Card-BI Date Card-BI Date Card-BI Date Card-BI Date Comments at Final: Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs-Nailing, Spacing & Bracing-Plates-Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings-Stairs-Chases-Tub 41. Header & Beam-Size & Bearing 42. Hangers-Post Caps-Anchors-Connectors 43. 44. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng_.-Rfng. _ Fireplace Ties or Type A Flue-Fireplace Throat 45. Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles 46. Bdrm. Windows or Exiting Doors-Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PENT NO.� 7 County Center Drive - Oroville, Californip 95965 - Telephone 916/534-4541 .APPLICATION AND PERMIT V „A / ASSESSOR PARCEL NUMBER ZO I BUILDING PERMIT OWN VJ ILA � TELEPHONE SQ. FT. OCC. BUILDING VALUATION 11 ILI G ADDRESS O ER11 en' \)Loik, 17 3 9 1 op C NT T AME s TELEPHONE 142-1 I CONTRACTOR'S CONTRA R'S MAILING ADDRESS Fireplace CONSTRUCTION LEND R OY\NKNOWN Total' Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ Q ARCHITECT OR ENGINEER lame LICENSE NO. Plan Checking Fee $ ^ Penalty $ �rQ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ '1 BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 cn Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK New ❑ Addition Remodel [:1 Utilities El Installation Other ❑ Describe work: r- 7 —7' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10ov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST // DWELLING OCCUP.& OR ADDNS. l ACC. BLDGS. I 220Sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): Q`I am licensed under provisions of Chapt. 9, Div. 3 of the Businessz0@50t and Professions C de d my Classification license is in ful for and effect. S�Zr- License No. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT R. BRANCH CIRCUITS2.50 ea NEW CONSTFL( POWER APPARATUS &� NON-RESID. SINGLE OUTLET CIR. Ex. Occup(o Ts OR FIXTURES SAL®900 IXED PR Ex. Occup. OUTLETS (RESID )EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga' aid County_ in c ce of the granting of this permit. X Date U Igno a of Applicant — Owner Contractor E] Agent ❑ n OSHA permit is required for excavations over '0" pinJ d molition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 00 TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. I PARCEL PD ND 15911E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which D CTOR F PUBLIC r� B ' y PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date sS oo Receipt No. r WHITE-D.P.W.. YELLOW-ASSeSSOR. PINK-INSPECTO . GOLDENROD -APPLICANT 1� Miller Construction '1918 Sycamore Ln. ;Durham, CA, 95938 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7.County Center Drive, Oroville, CA. 95965 PHONE: 916-534-4541. DATE May' 30, 1985 .Dear Sirs: With reference to the above subject: ` " Attached is: RE:Deck Permit Application A.P..# 40-45-05 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER - fel We need the following information: Permit'application signed and'completed where indicated with all copies returned. Fees: of"- :payable. to Butte County Treasurer. /:Cert=ificate of Workmen's.Compensation Insurance or check exemption -statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details.in Complete plans and-calcs in by registered -engineer or architect. Energy design including Street and drainage improvement plan approval from -Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville:­ Skyway & Elliott -Rd., Paradise: Planning approval from Butte County Planning Department, 7 County�Center Drive, Oroville, for Completed Owner -Builder Verification.form. Recorded copy of deed showing "-Recorded copy of agricultural acknowledgement statement. ALOTHEIL61s and detail cantilevered Birder ---'4x12 no good.' Should -you have any questions concerning the above; please contact this office. JFG/aj LS., ;: Yours very truly, William Cheff ' Director of Public Works .F. Glander Chief Building Inspector _ - f t � April 23, 1985 James Miller r 1 RS: Building Permit 4#3802-84 1918 Sycamore Lane AP 4#40»45-5 Durham, CA 95938 ' Dear Mr. Miller:. With reference to the above subject and the decks .you have constructed for Frank Solinsky on Honey Rua Road without the required permits and inspections, we still " need plot plana and'structural details in duplicate, approval from the Butte County Health Department and penalty fees of $60.00. If we do not receive the required information within ten days of the date of this letter, the matter will be referred to the proper'authorities for appropriate action. 4 Should you"have any questions concerning this matter, please contact this office. Yours very truly, William Cheff Director of Public Works Original-signed by J. F. G—lander J.F. Glander JFG:aj Chief Building Inspector cc:. Frank Solinsky, P.O. Box 1738, Chico, CA 95927 t, eo 4 File No, T.. i BUTTE COUNTY (For Action 'I Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards s Bldgs'. & Grnds.' Bldg. Insp. Admin. Design Engr. e Bridge Engr. Constr. Engr. Surveys Mopping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. E j ; r � r r i _ t D. Plumbing ; 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: .4. Comments: .E. Other 1. Maintenance and repair: 2. Fire hazards:.. 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls. 5. Exits: 6. Improvements:. 7. Zoning: 8. Comments: G. Field"Problems or Violations 1. Prpblegi or violation (give complete dgscriptipn): 2. Wh t a tZon .taken give com le a description): 3. What -actionj recommended: A. Information only - file. B. Hold for ten days, then write letter. C., Write letter. / / D. Other: P -e ot &/� as BUTTE COUNTY DEPARTMIT SOF PUBLIC WORKS SPECIAL INSPEC'TI'ON REPORT '��3 r� Owner: I 'j =��V Addr ss:i �t Building Loc ion: S S Type of Inspection requested: 1. Housing ".2. 2. Financing f� 4. Other (specify) Present use of building: _ A. P. # Date of Inspection / Inspector. / / 3. Change of Occupancy to A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: �. OTv- �.. PERMIT NO. .2456-84B,_P E M � Ir �• ®� PERMIT EXPIRES eh� 4FOWNER FRANK SOLINSKY •- CONTR.. owner ASSESSOR PARCEL 40-45-5 V 3dx30X�� ��� LOCATION SIS Honeyrun Rd, z mi E Skyway,Chici j 'OFF CE COPy�C �. J Address��� � GAS �— 1 Meter ELECT Date_ Meter a W. Temp. Power Pole Called PG&E _ Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINAL ED (Date) Signature �I I i Ij J =OK , 0 = Not OK - = Not Applicable MOBILEHOMES., , MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4.. Wood Awn.; Posts- Beams- Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; LocatiorrTest-Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1 . Zoning Requirements -Setbacks -Easements Card -BI Card -BI Date" Date Card -BI Date Date , Card -BI •' Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Elec.; Pool Lighting; 15 volts -GF] 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5'-Circulating.Equipment-Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date 0 t If V = OK 0 = Got OK = Not Applicable RESIDENTIAL jSingl'e and Duplex) �E = Not Ready Date UNDE OOWFlans OK exce t#'s Date FRA ING Continued ing requ I rements-Setbac ku Easements . Property Line Firewall & Openings Ft ., Main; Soils -Steel -EI .b Gr .- / /" Ftg. Depth 49r. -Ext. Doors -One 3' -Check Garage -3rd story, 2 exits tg., Garage; Soils -Steel- /" Ftg. Depth Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection t 4. F!9., Porches & Decks; Soils -Steel- / /" Ftg. Depth Plywood on Roof Overhang -Attic Vents -Rafter Outriggers t mwalls, Main; Steel-Blockouts-Wrapped-Slab f 52. Siding -Nailing -Veneer klipmwalls, Garage; Steel-Blockouts-Wrapped- 53. SIvtco Mesh-Drip,Screed-Fdn. Vents-Underflr. Access n NsA iers-F' - el4 Glazing Area -Glass Protection -Skylights -Plastic 9,-".V.: Fall -Fittings -Test -2 way C/0 -Sewer Test &&:--&hear Walls; Nailing -Bolts' 9. Gas Pipe; Size -Anchors 11 Water Pipe; Test -Anchors -Regulator -Service Test ;11. Electric; Underground PI nums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor olts-Joists-Vents-Crippl 'Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 6. Ext. Steps- oor & Sidelight Protection -Landings Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's Sm etector i ater Ht.; Vent- ess-Combustion Air Furnace; Vents -Clearance -Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection ater Pipe & Anchors -Nail Protection itt D.W.V.; Fttngs & Anchors -Nail Protection Bedroom Exiting Shower Pan; Test, First Floor -Tub Access .F.I. & Bath Fixtures & Tub Access -4.&-Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels -+9e--8as Pipe; Size & Anchors X62. Slairs & Rails Fireplace or Stove; Clearances -Hearth Alec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date Kit. Fixt. & Appliance; Grnd.-Air Gap -cooking Clearance Card -BI Date Card -BI Date 6%llec. Outlets & Receptacles at Kit. Counter Date ELEC RICAL Permit OK except N's Garage Fire Door; Swing -Landing -Closer 168'-9A.C. Duct in Garage -Damper fixture & Transformer Clearance -Ins. Protection .J91"Wtr. Htr.; +JsrttS=Cle§r ce-Comb. Air-Con®ee or -P. .- In Garage; Above Floor-Mech. Protection lec. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled Ib., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 7d/tlec. Receptacles in Garage; (G. F.I.)-Rome rotec. quip. Ground made up w/Mech. Fasteners -Bond Gas &Water 7 sulation-Foam-Looked in Attic Y 2 Appliance Circuits in Kitchen &Conductor Size "te73. Guard Rails &Deck Construction-Pos Caps 26. Subfeed Wire S' / a. Cu or AI-A.C. Wire Size / ga. Cu o dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes {O 27. Range Circ. / I Yga.toor AI -Oven Circ. /)VI ga. Cu or Al, Insulated Neutral es ❑No 75. Following instld.: Dr-,i� E) Yes o; Walks ❑ Yes No; Planters El Yes L1aGo -76.—Stucco; Brown -Finish ervice-Riser Conductors & Ground -Main Disconnect Equip. Clearances; Panels-Motors-Mech. Equip. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet A61.1 -Clothes Closet Light -Shower Lighti8e"Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opn s. i ater Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card -I c1Date j Tc and -BI Date Ventilation throughout House Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except q's C. Ducts; Insulation & Support GI s'Protection Corrections from Previous Inspections sTest-Meters Tagged; Gas -Electric Water wer Connected -C/O to Grade Vent Fan; Exhaust above Insulation -ST.- Condensate Drain & Overflow; Size & Grade Cgt�nergy Compliance Certificate -Other Certificates ,4147 Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet ,36 -(attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date C rd -BI Date Card -BI Date Card -BI Date Card -BI 'DBte BI Date Comments at Final: Date FR ING Plans OK except q's Sills; Proper Material & Anchors IIs; Studs -Nailing, Spacing & Bracing -Plates -Sound 3 Bearing Walls over Girders & Floor Nailing ?VDraft Stop in Walls (rat proof) 4 -Fire Stops: Furred Ceilings -Stairs -Chases -Tub a . _ ader & Beam -Size & Bearing ngers-Post Caps -Anchors -Connectors ng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Sh_thnq_.-Rfnq_.__ replace Ties or Type AFlue-Fireplace Throat K. 90tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4�BOrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) /44 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Wav_ Chico — Phone:.891-2751 7 County Center Drive, OroviIIe — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE r A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need ditional e7-1 tion, please contact this office immediat ly. iDn� I � --�. LI % / � j; / 9 Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Cenier Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. r A routine inspection indicates that the following violations of County Ordinance7. exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you'have any question pertaining to this.! matter, or need additional explanation, please contact this office immediately.; 01 o 1W Inspector__ - Date -- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way. Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 �- Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, oradditional explanation, please contact this office immediately. Inspector_.._ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation plea a contact this office immediately. HI Inspector__._ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial,Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT N0. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector___ Date_ __. --- COUNTY OF BUTTE DEPARTMENT OF PUBLLC WORK$ 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive,,Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE =R PERMIT A routine inspection indicates that the following violations of County Ordinance exist at the above -address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this fitter, or need additional explanation, please contact this office immediately. WAAAA17-1 0-1-% 1 Inspector__._ V Date_ C BIL 'C WORKS ay, Chico — Phone: 891-2751 enter Drive, Oroville - Phone: 534-4541 ay and Elliott Road, Paradise — Phone: 872'2961, Ext. 57 CORRECTION NOTICE Z T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mr, or need additional explanation please please contact this office immediately. VA Inspector--- Date owner: F KHghelL SOL/N SK 4 Permit No. '1- . / + ENERGY C E•RT I'F I'CAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material QQ ( LAZS 101. Thickness(inches) 3 8 CEILING Batt or Blanket Type F► AGLASJ Thickness(inches) 10 Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material F1'&CZ(e LABS Thickness(inches) (n" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material ...Thickness(inches)- Brand Name 0 van -5 CB i 1ti 6 Thermal Resistance(R Value) -13 Brand Name 0 wbV-S C'-OeNlN& Thermal Resistance(R Value) 9--30 Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name OLVEKS CDRn��N6 Thermal Resistance(R Value)F=-1 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R.Value). I hereby certify that the .above insulation was installed in the above building in conformance with the State of Californ''3.a.Energy. Requirements. FIRM NAME/OWNER SIGNATURE OF INSTALLATION APPLICATOR STATE'CONTRACTOR'S LICENSE NO. DATE I hereby certify the above insulation.and all required 'items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment,- devices and-,-materials=rare .of,,,the- quality'lprescribdd or" are specifically.approved by the State of California. IRM NAME OWNER (P ease print) STATE CONTRACTOR'S LICENSE NO: SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE..WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1584 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Qaliforni'd 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. w ASSESS R PARCEL NUMBER ' I 1.i7-6 BUILDING PERMIT owN ' .4J I.W 7' / SQ. FT. OCC. BUILDING VAL I ! C� OW MAI G ADDRESS c r v CO T OR'S NAME C TELEPHONE f✓• CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valu on $ Filing Fee ,$ 10,00 LENDER'S MAILING ADDRESS - Permit Fee $ AQ�HITRCS% R ENGINEE� `AJC.CHIHI(TT LI ENSE No. Plan Checking $ gFee -"`" ` $ v CGT R ENG( E S MAILING ADDRESS C' Permit fee $ BUILDING ADDRESS / PLUMBING PERMIT Filing Fee 10.00 GO Each Trap n 2.00 Solar Water Heater C 20.00 400 Water piping 5.00 0 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 V Mobile Home S I G I W 10.00 e TYPE OF WORK New Addition[] Remodel❑ Utilities [:1 Installation❑ Other❑ Describe work: Permit Fee $ Contractor ,L/ ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 O NEW CONST. DWELL1 & OR ADDNS. (ACC. B S. ) 1 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): Eli am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) (� I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWi.CONSRESIP-BRANCH IRCTITS2.50 ea NEWCONSTR. / POWER APPARATUS 8, NON -R ESID. 1 SINGLE OUTLET CIR. 20@50t Ex. Occup(ouTLETs OR FIXTURES SAL@30 FIXED APPLNS. OR `` Ex. OCCUp. OUTLETS (RESID.) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating OU 4 Cooling Hood �,�/ Ventilation Permit Fee $ p Contractor. G I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai st said County in consequence of the granting of this permit. `� X Date VIP "�T Sig ature of Applicant — Owne Ca tractor.❑ Agent ❑ An OSHA permit is required For excavatio s over 5'0" eep and demoli on or construct- ion of structures over 3 stories in height.7s Mobile Home Installation Fee $ a TOTAL ERM( FEE $ lj OCCUP. GROUPTYPE 9l--3� OF ONST.PPARCE PD ND SUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which�ees IREC OF�PU By PERM EXPIRES Date the applicable resolutions have been WORKS Data provi- to do paid. p Receipt No. cS` ,70 `O 0-� R,IT WHITE-O.P.W., YELLOW-ASSFSSOR, PIN V,NSPECTOOLDENROD-APPLIC NT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT { A 5 SSOR P CEL NUMBER ZONING BUILDING PERMIT o N W ER'5 MAILING AD S k N R C A E` TELEPHONE SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 - Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF)R Duplex❑ Mobilehome❑ Other SPECT FV Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 LEV ORSS Main service 100 AMP 10.00 Main service EA. ADD'L 100 AMP 2,50 ONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.g OR ADONS. ACC, SLOGS. 21/20sgft NON•CO RESID R BRANCH CIRCU'Wt WITS 2.50 ea NEw CONSTR. ( POWER APPARATUS 6) NON•RESI D. SINGLE OUTLET CIR. Ex. Occu zoeaoe P�o OR FIXTURES 5AL030 FIXED A Ex. Occup. OUTLETS P(RESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor ORKMEN'S COMPENSATION INSURANCE I declare unde enalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. XThis Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCU P. GROUP TYPE of CONST. PARCEL PD ND SSUE permit is hereby issued under sions of the Butte County Code and/or work indicated' above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date— the applicable provi- resolutions to do fees have been paid. WORKS Date A.— Z41-9/1 Receipt No. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT RESIDENiTAL PLAN CHECKTNG GUIDE DUPLEX, & MISC. ONLY) �y Bldg. Permit �� OiJNER Af iIL. 50U&N-a, ' A...P, �� *, �Io-tW A. GENERAL &0 zoning requirements (sideyards and parking). OK. Naluation. Signature by P..C:E, or Architect (if required). B. PLT PLAN Complete parcel size and dimensions.. Setbacks, sideyards, easements, etc. - Other buildings or' structures. -1r.-7. Grading., fills, drainage. C. FL RR PLAN. o'C. Complete 'to scale plan with. dimensions. 2 quired windows for light and ventilation (Seca 1405), 3 Required windows for second* exit (Sec. 1404) . Allowable glazing for energy requirements (20% max. .per State law). .5 Hinman impact glass (Sec. 5406) Required room .sizes; ceiling heights (Sec'. 1407). 0?07- G.F.C.I.'s in baths and exterior outlets (Sec.. 21.0-8). 081- Light fixtures, switches, receptacles, and exterior receptacles for maintenance. of . Mechanical equipment. !Locations of water Heater', heating &cooling equipment; other electrical or gas equipment, and plumbing fixtures. .Garage firewall, door -size, and closer (Sec. 503(d)(4)). 1 - 31011 exterior exit door (Seca 3303d) . . ireplace location. moke detectors (Sec. 1413). D. STRUCTURAL DETAILS /1! Poundation'plan complete enough to construct building. Floor construction detailscomplete enough•to construct building. Elevations and wall construction details complete enough to construct building. 40 Roof construction details. complete enough to construct -building. j Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State Iaw). E. MISCELLANEOUS ITF`iIS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305).. Guardrail details (Seca 1716). Brick or stone veneer (Chapter 30). Exterior plaster weep screeds (.Sec..4706 & 4708). .691 Proper roof..pitch for roof covering (Chapter 32). t Rafter ties or bearing ridge beam, 0 Garage door or porch header sizes: Adequate bracing: Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc... Two (2) exits on three-story dwellings (Sec. 3302). OFFICIAL PECOROS• Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT BUTTE. COUNty..0 : NOT COMPARED WITM FOR RESIDENTIAL DEVELOPMENT ORIGINAL DOCUMENT Section 26-8.1 of the Butte County Code requires this acknowledgementUG 16 ' 3b be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included CLtRk within an area zoned for agricultural purposes, and residents of this �� �9,� 9� FEF property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural 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 disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 1 on that certain "Parcel Map, being a portion of Section 4, T.21N., R2E., M.D.B. & M."Yecorded'in the Office of the Recorder of the County. of Butte, in Book 97 of Parcel Maps, at page 6-0t Date: / / A) /— PROPERTY State of ) On this theday of 19Y V, before SS. me, the undersigned Notary Publicpersonally appeared County of ) Present A.P. No. :Z L.,� Ll Persona gy known to me. /�/ Proved to me on the basis of satisfactory evidence. DONALD DRIVON NOTARY PUBLIC -CALIFORNIA to be the .person(s) whose riame(s) a tC the within instrument and acknowledged that su cribed to Butte County executed the same for the purposes therein contained. My Commission Expires Sept. 16,1985 IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public Present A.P. No. :Z L.,� r 4 _ RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY®Rrv` SouNS. t1Permit-No2 Sb-8� Owner � Climate Zone . Floor Area r Compliance path:., Package ❑ A ❑ B 13C Point System ❑ Budget Other AS 163 IMEr MIN R -VALUE DESCRIPTION REQ. '.D INSTALLED ITEMS (1); INSULATION: Roof/Ceiling 30.00 Wall 13 •00 ❑ Slab Floor Perimeter Raised Floor 19 • 00 ❑ 7/83 (2)- INFILTRATION: (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air:Infiltration Standards and shall be certified and labeled. (C) Allswingingdoors and windows leading to unconditioned areas shall be fully weatherstripped. - Tight - the above standard features plus: (D) Continuous infiltration barrier (E) Electrical outlet plate gasket (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple Total Bldg S 3 • `IC) X North rO • O 5,110 1� East SCD 3.09 South 054 40 9.70 West Skylights (B) Shading Shading Coefficient Description East & South. West Skylights (C) South Overhang. Length of projection Z• 5 ft. Description (D) Moveable insulation: Area ft2 Description (E) Thermal mass' Type - Area Ft.2 HC= R= MC= Location Type - Area -Ft.2 HC= R= MC=' Location Type - Area Ft.2 HC= 'R= MC= Location Type - Area Ft. HC= R= MC= Location Type - Area Ft.2 HC= R= MC= 'Location Type' - Area Ft. HC= R= MC= Location' L FE ' s OR K 9 (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily. accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) :Heating Central Gas Furnace % (brand and model number) Btu/hr (heating capacity) Heat Pump. (brand and model number) Btu/hr' (heating capacity, at 47°F) Active Solar type (liquid or air) model number solar fraction orientation collector tilt SE ACOP Collector brand and ft2 collector area collector rated y -intercept rated slope ❑ Other (describe-) *1 (B) Cooling ; ❑ Electric Air.Conditioner (brand and model number) Btu/hr ly (seasonal EER) (cooling capacity at 95°F) Electric Heat Pump �5 EER Btu/hr (cooling capacity at 95°F) , Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 I FORK -1 (6) DOMESTIC WATER SYSTEM, ❑ -(A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) (backup heater type, brand and model number) (collector area) (collector orientation) Location of .Solar Panels Other (collector tilt) ft (Describe) ' (B) TANK INSULATION. Storage.type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater :and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). it (D) FLOW RESTRICTORS shall be provided for showerheads and faucets. as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature i► _0, elevation '3P10,60 ',, heating load '1 t'jOOTU elevation factor 1.00 x heating load = maximum outlet capacity gas furnace V0, 700 BTU Cooling: Summer design temperatureoioo °, cooling load 2 S,SGOBTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of " solar panels. USE 0IN Y AS SIZi�11i GUIDE, COOLING MAY BE INADEQUATE M DESIGN COMPLIANCE'STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. ol 7/83 JIGNATURE OF BUILDING DESIGXZR OR APPLICANT M ZONE 11 1 4 d I +.4 1 OWNER V- S. gi44'5 POINTS PERMIT N0.' ASSIGNED ACTUAL 1. SLAB - INSULATION NONE I 2. - -5 1 0 I I - .6 -5 -2 2. RAISED FLOOR - R-19 tO0 d 3. CEILING - R-30 • . 3o-oc dip 4. WALL - R-19 I3-cD - 5. NORTH GLAZING - 2.4-3.6% 3.110 O 6. EAST GLAZING - 2.5-3.6% 3.09 0 -10 I �' ( 0 7. SOUTH GLAZING - 1.6-3.6% 111.3-12.7 1 -25 1 S. WEST GLAZING - 2.9-3.6% ( 12.8-14.0 1 -23I -21 I 9. SKYLIGHT - 0-1.3% 14.1-15.3 1 -32 I -24 1 10. SHADING (Exclude Overhang) West i .1 11.6 13.2 16.4 19.0 EAST - .67-.82 A0(0 1.5 i 3.1 j 6.3 i 7.9 SOUTH - .19-.42 0 1 +1 1 +3 ! +6 I +7 .13-.36 i WEST - .13-.36 �• �� .SKYLIGHT - .37-.57 -1 I -3 1 -6 I -12 I -15 .83 up ( 11. HORIZONTAL SOUTH OVERHANG 2' 12. MOVABLE INSULATION - NONE �■ "�� 13. INFILTRATION (Standard=0)(Tight=+12) S�• '� 14. THERMAL MASS SF .13-.36 1 0 1 0 1 0 1 0 1 0 15. GAS FURNACE (SE) 71-76% 0 1 -1 I -3 I -6 I - .58-.82 I 16. HEAT PUt1P (EER) 7.5-7.9% *7X +3 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% �� •�� 13. ACTIVE SOLAR 60% MIN (NONE) 19. ZONALLY CONTROLLED ELECTRIC i- 20. SOLAR WITH pd BACKUP (Hid) Q 21. OTHER - NO ELECTRIC (HW) woov 5%#A- STomE _ ITEMS SHOkTI - ZERO POINTS ' Table 3-1. Slab Floor Points Table 3-2. Raised Floor Points 17ncula- I R -Value of Insulation I I R -Value of I ! tiun1 Insulation Points -� i Depth, i inches 1 0-2 1 3-4 ! 5-6 I' 7+ I i I I I 1 1 1 below 3 1 -12 I 0-tt1-5 I-5 1-5 I -s i I 5-7 1 -6 112 - 15 1 -5 I -3 I -2 1 -1 . I I 8 - 12 116-191-5 !-2 1-1 1 01 I 13-18 I + I 20 + I -5 I -1 1 0 1 +1 1 I a9+ I 7/7/83 Table 3-3a. Ceiling Insulation 1 VA -Value of Insulation I Points 19 I -4 22 I =2 30 38 I +2 49 I +4 Table 3-4a. Wall Insulation Points I R -Value of Insulation I Pointe ! I I I I 11 I I I 1924 ! ) 3o i +3 Table 3-5. North -Facing Glazing Pts I I Glazing Type I Total I ! 2 of ST, I Floor I U I Azea 10.66 ! I 11.10 I o1 +q I 0.1- 1.2 ! +4 I 1.3- 2.3 I +1 ! ! 2.4- 3.6 I -2 I 3. - I 4.9- 6.1 1 -7 1 6.2- 7.3 I -9 I I 7.4- 8.2 ! -12 ! ( 8.3- 9.7 I -14 I 9.8-10.8 I -17 ! 110.9-12.0 l -19 112.1-13.2 ! -22 I 13.3-14.5 I -24 14.6-15.3 I -27 I 3-6. U I U - �I 0.42- ( 0.41 I 0.65 I down I + 4 +a +4 I +4 I + ! +2 I I +1 I -4 1 -3 1 -6 I -5 I -8 1 -7 1 -10 I -8 I -12 I -10 I -14 ! -12 I -16 I -13 -18 I -15 i -20 I -17 I 1 1 Glazing Type I --` I Total I of I Sngl, I Dbl, I Trpl. I Floor I (11 - 1 (11 - 1 (11 - I j I Area 11.10) 1 0.65).1 0.41)1 1 0 1 07 1 4 d I +.4 1 1 up to 1.3 I +3 ( +4 I +4 I I 1.4- 2.4 1 +1 . 1 +2 I +2 I I 2. - I East 1 0 I I - .6 -5 -2 I -1 I ( 4.7- 5.6 I -8 i -4 I -3 I I 5.7- 6.7 I -10 1 -6 1 -5 I I 6.8- 7.7 I -13 I -8 I -7 I I 7.8- 8.7 I -15 I -10 1 -8 'I I 8.8- 9.7 1 -17 I -12 1 -10 I I 9.8-11.2 I -21 I .-15 1 -13 ; 111.3-12.7 1 -25 1 -18 -1 -15 I ( 12.8-14.0 1 -23I -21 I -18 I 14.1-15.3 1 -32 I -24 1 -20 1 West i .1 11.6 13.2 16.4 19.0 I to I to I to I to I up 1.5 i 3.1 j 6.3 i 7.9 0-.12 i Table 3-7. South -Facing Glazing Pte I . I Glazing .Type ! I Total I I I 2 of I Sngl, I Dbl, I Trpl, I Floor I (U - I (U - I (U - I Area 1 1.10) 10.65) 1 0.41)1 1 Ipoints looints loointsf 1 up to 1.5 I +2 I +2 1 +2 I I 1.6- 3.6 I -1 I 0 I 0 1 i 3.7- 5.2 I -4 I -2 I -2 I I 5.3- 6.5 I -6 i -4 I -3 ! 1 6.6- 7.7 I -9 I -6 i -5 I 1 1.8- 8.9 I -11 1 I -7 I I 9.0-10.0 -13 I -9 I 110.1- .5 111.6-13.0 I -21 I =16 I -14 I i 13.1-14.5 I -25 I -19 I -16 I 1 14.6-16.0 ( -28 I -22 I -19 i I I I I I Table 3-8. West -Facing Clazfng Pts. I I Glazing Typ I Total I I x of I Sngl,Dbl, Trpl,l V Floor I (U - I (u I (U - I Area 11.10) 0./5) 1 0.41)1 t- 0 I1I1IIIIIII 1 +8 1 +6 11 +6 !II!1IIII 1 up to 1.3 +5 +6 +6 1.4- 2.2 +3 +4 +5 2.1- 2. 0 +2 +3 2.9- 3.6 0+1 3.1- 4.2 5 -2 -0 4.3- 5.0 -8 -4 2 5.1- 5.6 1 -6 -4 5.7- 6 -8 -6 6.3- 6 -10 -7 7.0- 7 -12 -9 7.7- 8 -14 I -11 I 1 8.3- 8.8 I -22 I -16 I -13 I ( 8.9- 9.5 I -25 I -18 I -15 I I 9.6-10.1 I -27 -20 I -16 I 110.2-11.0 I -29 1 -23 I -17 1 111.1-11.8 I -35 I -26 I -21 I 111.9-12.7 I -33 i -29 I -24' I 12.8-13.5 I -42 I -32 I -27 I 113.6-14.3 I -46 I -35 I -29 I 14.4-15.2 i -50 i -38 i -32 Table 3-9. Skvlioht Points I I Glazing Typr I I Total 1 I I 2 of Sngl, IIIIIIIIII i Dbl. I Trpl , I Floor U- V U - Area 0.66- 02- 0.41 110 .65 down IIIIII up to 1.3 0 0 1.4- 2.2 - -2 -1 2.3- 2.8 -4 -3 2.9- 3.6 9 -6 -S 3.7- 4.2 I -8 1 -6 1 6 -16 4.3- 5 -14 1 -10 -8 5.1- 5 -12 -10 5.7- 6. -14 -12 63- 6 II1 -16 I -13 I I 7.0- 7.6 I -24 i -13 I -15 I 1 7.7- 8.2 I -26 I -20 I -17 I 1 8.3- 8.8 I -28 I -22 I -19 I 8.9- 9.3 I -31 i -24 I -21 I 9.6-10.1 1 -33 1 -26 I -22 I 4--A- --- -a-- -- �. Table 3-10. Shading Coef6lcient Points I SC by T- 1 i Orten- ( Z Floor Are& ( tation I I I i I East i 3.2 I I 0-3.1 to 16.4 up ( i 6.3 I 0 -.19 I 0 1 +1 I +2 I .20-.36IPO i 0 1 -1 ( .37-.66 II 0 I 0 I .67-.82 II 0 I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 16.4 i 8:0 I I I to I to I to Ito u 13.1 16.3 17.9 19.5 0 1 +1 I +2 i +2 I +3 I 0 -.18 1 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 I -2,1 -2 I I .67 up 1 0 1 -2 1 -4 I -4 I -6 ' West i .1 11.6 13.2 16.4 19.0 I to I to I to I to I up 1.5 i 3.1 j 6.3 i 7.9 0-.12 i 0 1 +1 1 +3 ! +6 I +7 .13-.36 i 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I, -6 I -7 .58-.82 ! -1 I -3 1 -6 I -12 I -15 .83 up ( '=2' l -4 1 -8 1 -16 1 -•10 Skylight i .1 I .8 11.6 13.2 4.0 I to I to I to 1 to I to 1 7 1_5 1 3.1 13.9 15.2 0-.12 1 0 1 +1 1 +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I - .58-.82 I -1. I -3 I -6 I -12 1 -a .83 up I -2 I -4 ! -8 1 -16 I -20 I I I I i Table 3-11. Horizontal South Overhane Points South Glazing I Length Out ( Area, I of Floor I I from Wall I I I ft T I 1 0-6.3 1 614 up 1 i i 1 I 0 - 0.5 1 -2 1 -4 10.6 - 1.0 1 -2 I -3 ! 11.1 - 1.9 I -1 I -2 I I 2.0 up I 0 i 0 ! I I 1 1 Table 3-12. Movable Insulation Points I Moveable Insulatloa-1 Area, 2 of Floor i I Points I I 0- S.5 I 0 I 5.6 - 11.5 I +2 I 11.6 - 17.3 1 +4 ! 17.6 - 23.5 I +6 >23.6+ I +8 I , b" f Table 3-13. lnfflttation Control •' Features Points I Control Features I Points I T-�-T I tandard I 0 11.9 air changes per hr I 1 I I I Tight i +12 10.6 31T changes per hr I' I i I I Table 3-15. Cas Furnace Without Refrigeration Cool!r.. Points I�Seasonal Efficiency I Points I I (SE), 1: 1 I i I Table 3-16. Neat Puma I 71 - 76 0 1 I 77 - 82 I +2 1 I 83 - 88 I +4 1 I a9 - ! +6 I 9 up i +8 ` +6 1 Table 3-16. Neat Puma Points I Energy Effic!ency I Points I I Patio (EER) 1 I I 7.5 I I 31 I --T--O- 8. +6 1 I 8.4 - 8.7 I +9 1 I 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +13 I I 9.7 - 10.2 i +18 I I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 I +27 1 I 12.4 - I 13.2 I +30 I I I Table 3-17. Cas Furnace With RefrlReration Coolinz P LIS :Refrigeration) Cas Fux ee I Cooling 1 SE I 71-177-1837189- 9s I 1 761 821 el 941 up I I 8.0 - 8.3 I of ,.I +41 +61 +8 1 1 8.4 - 8.7 I +2 +41 +61 +31+10 1 I 8.8 - 9.2 1 I +41 •81+101+12 1 I 9.I - 9.7 I +61 +81+101+121+14 1 I 9.8 - 10.3 +31+101+121+141+16 1 11o.4 - 10 I+lol+l2i+I41+161+is I 1 11.0 - 1 .S 1+121+141+1614.181+20 1 I I I I I 7/7/83 TABLE 3-14 (ADAPTED) 4ASS AREA 1.000 SQ. FT. I A 8 C 50 ! 00. ISO 200 253 300 350 400 500 600 773 230 903 1.010 1.;OU 1.200 1.300 1,,00 l.ioo 2.300 2.507 J. COO 3.500 4,7oO 4.500 - 5.003 ZONE 11 IRTEII,lOR THERMAL MASS POIRTS DUELLING AREA SQUARE FOOT 1.500 2.000 2.500 I 3,000 I 3,500 1,000' I 1.500 5,000 1 8 C 0 A B C D A 8 C D A 8 C D 1 A 8 C 0 A 6 C D I A B C-0 1 B C 0 2 2 2 2 2 2 2 0 1 2 2 2 0 I 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 O i 0. 0 0 0 4 4 4 2 2. 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2.2 0 0 0. 0 0 01 6 6 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 a 2 0 2 2 2 01, 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2.2 2 2 .2 2 2.2 2 2 2 2 2 2 2 2 2 2 2' Z 2 C! 10 10 8 6 6 6 6 4 6 6 4' 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 1210 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4_4 2 2 2 2 2 2 2 2 2 2 2.7 2 2 14 14 12 8 10 10 8 6 6 6 6 / 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 2 14 14 12 8 10+10 8 6 8 8 6 4 6 6 4 4 6-6 4 2 4 4 4 2 4 4 4 2 4 / 2 2 3 4 2 2 18 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 4 4 2I 1 4 4 ' 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 G 6 4 6 6 6 4 6 6. 4 21 24 24 20 14 18 16 11 10 14 14 12 8 10 10 10 6 10 10 8 6 a 8 6 4 18 6. 6 4 6 6 6 4� 6 6 b 2 1 i 26 24 22 16 70 16 16 10 14 14 12 6 12 10 10 6 10 10 B 6 10 R 8 4 ? 6 6 4 8 6 6 4 6 6 6 4 i 26 28 74 16 22 20 IB 12 16 16 14 10 14 11 12 8 12 12 10 6 10 10 3 6 13 8 'B 4 B B 6 4 8 8 6 c � 30 l0 26 18 ?2 20 '10 14 18 18 16 10 14 14 12 8 I12 12 13 6 12 10 10 6 10 10 8 6 8 8 0 4f " 8 G 4 i 32 32 28 20 24 24 22 14 20 20 ltl 10 16 16 14 8 14 11 12 8 12 12 10 6 +10 10 10 6 11 10 8 61 '1 e e 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 I12 12 10 E 10 10 8 6� In in 8 6 34 34 32 22 28 26 24 16 22 22 20 12 18 18 lE 10 lu 14 11 8 14 12 12 8 12 12 13 6 12 10 10 6� 10 10 F. a 34 34 32 24 28 28 26 18 24 24 20 1C 1211 20 18 12 18 16 14 10 14 14 12 8 14 14 IZ 8 1t 12 :0 6; 10 13 17 4 36 34 34 24 30 30 26 18 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 It 14 12 tl 1? 12 IO i.� 12 It !� u 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 16 16 i, LI 14 14 12 8 i 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22• lA 22 22 13 72 70 20 18 is ` ly 1; it 'U 34 32 30 22 30 30 26 18 28 26 24 16 I24 24 22 14 22 22 20 141 .J 1. It 32 32 30 20 30 30 26 ld �28 28 24 16 26 24 22 14! `4 24 20 14 ' 32 32 30 20 30 30 26 18 20 28 24 if 25 25 22 if ' I 32 32 26 20 � lU 3d [F 1E' ' 1I32 t7 2e 20 j iJ ;u .�- 1_._.�... _ -' - 20 A) 1, ly" Concrete Slab: HC•8.93; R•.27; Factor -7.3 � _ � 2. 3 3/4" Thick Common Brick: IIC=7.125; R-.13; Factor -7.3 -� �Q 0 B) 1. Spy' Concrrte Slab: HC•14.106: 8•.418: Factor•7.1 Wood StovO S' C 1. 8" solid lilted Block: MC•20.63; a-1.93; Factor -6.t (no back up) a�� 2. 8" Solid Filled Block With Both Sides Exposed To Conditioned Air. Casablanca n + 1 point NOTE: Use all square footage directly exposed to conditioned air for Thermal''Mass Area: HC=10.164; R -.96a; Factor -6.1 O) 1" Thick Concrete/Tile: HC -2.S5; R-.083; Factor!3.7 Table 3-19. tonally Cont Electric Res Points for thia measure v!11 I Table 3-20. Solar hater Heatin With Cas Backu Points , be completed,/after the CEC 1 I as appro�A an Alternative I Compone ackage for Resistance I Beat 1 b if 3-1S. Active Solar Space Heatins with Cas Pelta I Net Solar Fraction (NSF), 2 I P nts 1 I I Net Solar Fraction (N Z per un'.t, I 7-14 I +2 I I 15 - 23 ( +4 I Re+!sconceBackup I I I 31 +8 1 I 40 47 1 810- 55 I : +10 I I +12 •' I I 36 - 63 I +14 I ( 64 - 71 I +18 I' I 72 up I • +20 I 1. 1 N.ultifamtl (per unit points) Floor Area Net Solar Fraction (N Z per un'.t, ft2. S03ar With Electric I Re+!sconceBackup I I ( Meeting the Requlrs- I ments let part"a 0 I I Electric Resistance I 0.9 10-19 20-29 30-39 49 59-59 60-69 70-79 600-799 0 +3 +7 10 +14 +17 0 +3 +S _ +8 +11 +14 1,000-1,499 0 +2 +6 +8 +10 a+21+24800-999 1,500-1,999 0 +1 +3 +4 +6 +70' +l +2 +4 +5 +6 All others (pe build) paints) 800-89ZO +5 +10 +14 +19 +24 _ +29 � a34 900-99+4 +9 +13 +17 +21 +26 +30 1,000••1,+4 +7 +I1 +15 +19 +22 +26 1,20r� +3 +6 +9 +12 +15 +18 +21 1,500-1,+2 +5 +7 +9 +12 +14 +le 2,0010-2.999 0 +2 +3 +5 .0 +8 +10 +11 3,00-0 1r.d uo 0 +1 +] +4 +5 +7 +8 +10 I Table 3-21. Other Water Eeatlne Pts. System Type I Points Gas Only 0 ( Beat Pump i 0 S03ar With Electric I Re+!sconceBackup I I ( Meeting the Requlrs- I ments let part"a 0 I I Electric Resistance I I I ( OaIy -40 ! '303 P�Yw 5 0 V T H E L E V `- �-� ��• - — PeDUIoE RTi PEfL sc . IL ;/ i` i o \ 1 Z. y s -Jn[IIliI N 1 M N J V • ` Z% G.G a. Yin.., - ' i •X. r_•r:._ ' PC0111DE /4TrIG pGc.ESS . •. A 22•t 30" NIIJ• . dCtail of uv5$C5 --_ •i\ 1 vr-�'�. ..—_• • - ' . . for appro,.l prixto >rec ,.- NIP &OLM.. - c. ... � J Z i G�•x aw�uNa CrW..) TV" 6MY G� W6ll. 2 0 0 F F R -A A.i I IJ G FL A N Jam: • L� 5. Please fill out the enclosed Flood Plain Declaration. Provide a letter of signature authorization for your agent who signed the application. 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 Simpson Plans Examiner 2 of 2 February 23, 2001 Department of Development Services .Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Nicholas Malone & Eve Devereaux 296 Honey Run Road Chico, CA 95928 Assessor Parcel Number: 011-390-018 Building Permit Number: 01-0301 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: I . Please provide the truss engineering from the truss manufacturer. We will need two sets. 2. Please provide energy calculations for the addition. We will need two sets. 3. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents.are incomplete, inconsistent, or not adequate to depict code compliance. .4. Review of the -building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET, or may have been requested in Part I above. XProvide engineered truss details and layout in duplicate (required prior to plan review) Please do not fax! Provide energy design compliance and supporting documentation. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Complete and return the enclosed Owner -Builder Verification form. 1 of 2 e!�#r /4�w / 2-6-01 ram �oc� :ax I _ All � +l 144F 64. L.$� X Ao i�-- AM- of UUTT 6 C Uu1411 j 1LDING DEPARTMEW p 4- 3-01; 2:02PM;60RRE60 HOME V10E0 ;7607675122 # 1/ 2 Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Apr -3-01 2:46PM; Page 2/2 0WNEIR"16" DER lynJEORIFICATION Attendon Property Owner. An "owner -builder" building permit has been applied for in your name and bearing your sigamure. PlMe complaoe and zdm this ikon at your earliest oppordmity to avoid t r r essay aetity in processing and issuing your building pe:mit. No building permit wiU be issued until this mification is mceived. 1. I personally provide the or labor and materials for eonsMuedon of the proposed prapaty 'so: YES NO O 2. I SAVE HAVE NO? D s goad in g0geadou fw a building parv* floe the p 9x*id work 3. I hsve.eoatraeoe 4 with tfte Solivwi g (fimo t0.Ptovi ,ik.proposed cQn vc4,oe<: ADDS: CML -- P>�ONE: CONMCTOR'S LrC` MNO. 4. I plan to provlide portmes of this wo* but I have hired.die following person to cuoWWiate� supervise, sad p iovide &a major wo&= PHONE: ' 4CON'1'RAGTOR'S LICE NO. . S. I will provide some of the wlork'but I have contracted (hired) tie following parsons to provide the work indicated: NAIL ADDRESS PHONE TYPE OF WORK SIGNED: " PROPERTYOWNER: SOCI,P,L SECUIUTYNui NOTE. Thur Owner -Builder Yonfleation is required by Section 19831 and 1983.2 of the Californla Neatrh and Sig(ety Cods. Thin vericadon must be completed and ]RECEIVED z, CEIt V'TED returned to our olks before we are perntllted to Lame the permit, OVER APR 0 3 2001 BUTTE BUILDING DIVISION 74, / d o /V(1 L --�- r2,, G (+T ce! S, �� 7-0 V;7 nA-v`' C N C.0 Vz-V-,L5-c-CZ-i , �j'�Cz. t F Y S2l-ei4-�A- =tYh e; . 3I -L1 �01 Collector/Tie & Diaphragm Loads, Lines A-H Page 12 MaxQuake 01995 Archforms. Ltd. All Rights Reserved Lateral Load Analysis & Date: Jan 3 2001 Firm: AEC Group Job: Joshi- AR025J01 By: Larry Warner AIA CSI 499.03We7 Construction Design Software Line A I Line B 1 Line C I Line D Line E I Line F ' Line G, I Line H Seg GT Load (left) - max. load on the Collector /Tie between this and Seg to left. CIT Type - min. adequate CollectorMe. Seg beg - feet Seg begins right of Quad Line. right - CIT load at ri ht side of the rightmost Seament. Shear - the avers a Diai)hraqm Shear aloh-q the Line. If °G BPDears correct Line GT discontinuity. 2nd CIT Load CIT SeE UT Load CIT - Sec CIT Load CIT SeE CIT Load CIT SeS CIT Load CR Se CR Load CIT Sikc CR Load CIT S CIT Load CIT Seg Roof Seg left Type Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type be Seg left Type Seg left Type Seg left . Type Wall Lines Run From Side to right right right right right _ right right right ` Side Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf)- Shear(plf)- Shear(plf) - Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph • Rf Diaph Rf Diaph ' . Rf Diaph 1 Rf CIT Load CIT Se CIT Load CIT _ _. Se CR Load CIT Sec CIT Load CIT Sec CIT Load CIT Se CIT Load CIT Sec CIT Load CIT Sec CIT Load CIT Seg 2 FI Seg left Type be Seg left Type Seg left Type Seg left Typebe Seg .left Tye beg Seg left Type beg Seg left Type be Seg left Type be 1-a _LeS _beg 1-a 1-b 1-b `- 2-a - -' 7-b _ 4 5 `. 7-a Ta ' right 577 0 C1 right' 259 _ NA ' • right right' . right _' right r : d right 687. A C1 right Shear(plf) ' 16 Shear(plf) 52 Shear(plf) Shear(plf) 80 Shear(plf) 53 Shear(plf). 31 Shear(plf) 44 Shear(plf) Rf Diaph 0 R6 Rf Diaph A R6 - Rf Diaph Rf Diaph A R6 Rf Diaph 0 R6 Rf Diaph - 0 R6 Bf Diaph A R6 Rf Diaph FI Diaph 0 F6 FI Diaph A F6 FI Diaph FI Dia h 4F6 FI Diaph- 0 F6 FI Diaph .-A F6 FI Diaph A F6 FI Diaph 1st CR Load CIT Sec CIT Load CIT Sec CIT Load CIT SeE CIT Load CIT Seg CIT Load CIT Set CIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Seg Floor Seg left Tye beg Seg • left Type Seg left Type Seg left Type Seg left Type be Seg left . Type _b29 Seg left.. Type beg Seg left Type be _be �• ri ht- K right _beg right ri ht right f , ri ht - ri htlf) Shear(plf) Shear(plf) Shear(plf) Shear(plfl Shear(plf) Shear(plf) Shear(plf)- h r FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph A Diaph return °block7' load values are higher than the diaphragm capacity. Change to blocked diaphragm or fastener Option 10 or add Shear Wall 3or4 0 0 0, CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 2) C&M THE D6VF_g9AUYC ADDii-ION 3/►7/01 Project Title Date 29tp HoKey Rum RA• 4 / - 0 / Project Address Building Pe rt # M Al2.TY 9UNNE LLS Sao 894 844:,4, Documentation Author Telephone Plan PAG K AG E Am t—nOhl s L , QQ $ F 11 Field Check / Date Compliance, Method (Package or,Computer). Climate. Zone-,_.....-, Enforcement Aeencv use only GENERAL INFORMATION Total Conditioned Floor Area CJ� ft2 Average Ceiling Height: S ft Conditioned Slab Floor Area 6AJ ' ft2 Building Type: Single Family ✓ Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: IOD° North/ Soutl Easl West/ All Orientations (input front orientation in degrees from True North and circle one) Number of Stories Number of Dwelling Units: -_ Floor Construction Type: lab aised Floor (circle one or both) BUILDING SHELL INSULATION Component Type Frame Type wd = wood stl = steel Cavity Insulation R -Value Sheathing Insulation R -Value Total R- Assembly Value' U -Value' Location/Comments (attic, garage, typical, etc.) Wall WOOD N A �3 TtptGAL Wall Standard Roof 19 WA 19 TO ATOC, Roof Standard Floor 0/A Standard Floor Standard Slab Edge N/A %.I .96 N A Standard FENESTRATION S ading Devices Fenestration #/Type/Pos. Orien- tation Area (ft'') Fenestration U -Value Fenestration SHGC Interior Exterior Overhangs Shading Shading Att. /Fins Att.2 Front NIA Standard Front Standard Left W A Standard Left Standard Rear 0/A Standard Rear Standard Right ly %.I .96 N A Standard Right Standard Skylight Standard Skylight Standard - �y��,ou gd For prescriptive compliance,Total R -Value and Assembly U -Value are � f0a -1 ed wall that meets NJ cavity R -value insulation requirement for the Prescriptive Package. 2 For prescriptive.compliance, there are no credits for any interior shading kept the default or "Standard" drapery. These default interior shading devices (draperies) need not be installed for compliance purposes. July 1, 1999 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 2) CF -1R �_.::.w� �:,�.� ,,:,TWE.�LDE:y:ER_��►UX�_�.,�Q;Dh�-.OI Project Title HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or :pg Type (furnace, heat Efficiency, , ... 3, .Location Piping oumo. etc.) (AFUE or HSPF) ~ (ducts. attic. eta) R -Value EXISTING Date 4.2 NZA �F �'-. tte`,x e-a•;.i(..a:i�YXh�. t„f.,. �L=a.:,:�.'8+rt.=.k Heat Pump Configuration ,.,, (split or package) Cooling Equipment Minimum Duct Heat Pump Type (air conditioner. Efficiency Location Duct Thermostat Configuration head pump, evap. cooling) (SEER) (attic, etc.) R -Value Type (split or package) Exi&-r•r►Jy — A-7 tC 42, WA WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Tvpc Type in System or Btu/hr) (gallons) Efficiency Loss M) R -Value EXtST1N� I. For small gas slurage water headers (rated inputs of less thiin or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency, and Standby toss. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES and MODELING ASSUMPTIONS (Add extra sheets if necessary) Including; Thermal Mass (thermal mass type, covering, thickness, and description) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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 section. Designer oa;e rofessions Code) I/i1J.lJi(�f/MZ Telephone: a a wit Enforcement Agency Name: Title: Agency: Telephone: Documentation Author Name: M A P -TY R V N N E Uuev Title/Firm: SGS Address: 19Q'7 MAW&1z4 V E AVE.. 5urm E . GHtco. LA. Telephone: 530 S94 8466 (signature) (date) (signature / stamp) (date) July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL(Page 1 of 2) MF -1R z i-�aIsot,L::NoteisLowrise4residentiale:buildingsrsubjectto..the,Standards,must;contain,theseimeasuressegardless.of.the:compliance:approachused.vur�.,4,,,i.�-<�nn Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. `DES'CRIPTI'ONrDESIGNER ENFORCEMENT' Building Envelope Measures: ' §150(a): Minimum R-19 ceiling insulation. ✓ §150(h): Loose till insulation manufacturer's labeled R -Value. ✓ " §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls does not apply to exterior mass walls). a §150(d): Minimum R-13 raised floor insulation in framed floors. N/A §150(1): Slah edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 erm/inch. N1A §118: Insulation specified or installed meets insulation quality standards. Indicate type and forth. §116-17: Fenestration Product., Exterior Doors, and hifillration/Exfiltration Controls 1. Doors and windows between conditioned aid unconditioned spaces designed to l'unit air leakage. 2. Fenestration product-, (except fie ld-fabri cate d)have label with certified U -value, certified Solar Heat Gain Coeflicient (SHGC), and infiltration certification. 3. lalerior doors and windows weatherslripped: all joints and penetrations caulked and sealed. §I 50(g): Vapor harriers mandatory in Climate Zones 14 and 16 only. ITA §150(1): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. %lasony and factory -built fireplaces have: it. Closeable metal or glass door It. OuLside air intake with damper and control C. Flue dmnper and control Nle„ 2. No Continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, show•erheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Setback thermostat on all applicable heating and/or cooling systems. W/A §1506): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be exlemally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. N/A 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R •- x: _ P Note:.,-L-owrise-residential:buildings.subject to the -Standards must contain these measures regardless of theicompliance.approach.used. _. . Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted'shall be considered by all parties as itn lninutn component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. C Instnictions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) V ` §150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed t/ entirely within conditioned space. Openings shall be sealed with mastic. tape, aerosol sealant or other dint closure system that meets the applicable requiremeins ofULI81. UL181A, or ULI81B and other applicable specified tests for longevity given in §150(m).. 2. E-Amust fun systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §1 14: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-offswitch, weatherproof operating instructions. no electric resistance heating and no pilot light. 2. SN:stcm is installed with: NIA it. Al least 36' ol'pipe between filler and heater for future solar heating. h. Cover for outdoor pools or outdoor spas. 3. Paul system haus directional inlets and a circulation pump time switch. 4 § 1 1 >: Gas fired central lirnaces, pool header, spa heaters or household Cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 77 Lighting Measures: §150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumensiwatt or greater for general lighting in kitchens. 71tis general lighting shall be controlled by a W/A switch on a readily accessible lighting control panel at an entrance to the kitchen. §150(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an ctl icacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to �A this requirement allowed in §150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. July 1, 1999 °"Additions'of less'thah `1;000 square feet td6bt the requirements of package D for the applicable climate zone with the following exceptions: walls meet only the mandatory insulation level of R-13 in a wood frame; glass area is limited to the percentage allowed by the package plus any glass removed because of the addition. Additions of 1,000 square feet or more meet all of the requirements of package D. Dual -:Glazed ' "Skylights and Dual -Glazed Greenhouse Windows Dual -glazed skylights or dual -glazed greenhouse windows are treated as though they have the U - value required for prescriptive compliance. Dual-glazedskylights and dual -glazed greenhouse windows should be included in compliance calculations as a fenestration product with a U -value equivalent to the Package. D requirement for the appropriate climate zone (or 0.75 for additions of less than 500 square feet). Table 7-1: Prescriptive Compliance of Additions - Summary of Section 152(a)1 Requirements of the Standards Additions and. Alterations July 1, 1599 :7-7 > 500 but COMPONENT < 100 ft2111 < 500 ft2 <1000 ft2 >1,000 ft2 Insulation Ceiling R-19 Package Package Package Wall' R-13 R-13 R-13 Package Floor Mandatory5 Package Package Package Fenestration Max. U -Value° 0.75 0.75 Package Package % of CFA < 50 ft2 Pkg. + Removed Pkg. + Removed Package Shading N/A Package Package Package Space Heating' Mandatory6 Package Package Package & Cooling (No electric) (No electric) (No electric) (No electric), Water Heating6 Replacement N/A N/A N/A N/A Increase See Table 7-2 See Table 7-2 See Table 7-2 See Table 7-2 1. This approach does not allow credit for glass removed. Compliance with the requirements for additions of less than 500 square feet is allowed, in which case credit for glazing removed is allowed. 2. Meet the component prescriptive requirement for Package D (see Chapter 3) and all mandatory requirements. 3. "Heavy Mass" and "Light Mass" walls may meet the Package D requirements for mass wall insulation instead of R-13 (see Chapter 3). 4. For addition and alteration compliance only, dual -glazed greenhouse windows and dual -glazed skylights are assumed to meet this requirement. 5. The Package D fenestration area plus the area of any glazing removed because of the addition. 6. All applicable mandatory measures must be met (see Chapter 2). 7. No electric resistance space heating may be installed. Additions and. Alterations July 1, 1599 :7-7 Table 7-3: Default Assumptions for Existing Buildings Default Assumption for Year Built Before 1978 to 1984 to 1992 to Feature __._.,.. 1978 1983 1991 1998 INSULATION (U -VALUE) Roof 0.076 0.047 0.047 0.047 Wa I I 0.386 0.096 0.096 0.088 Raised Floor - Crawlspace 0.097 0.097 0.097 0.037 Raised Floor - No Crawlspace 0.239 0.239 0.239 0.097 Slab Edge (F2) 0.72 0.72 0.72 0.72 Ducts R-2.1 R-2.1 R-2.1 R-4.2 LEAKAGE Building (SLA) 4.9 4.9 4.9 4.9 Ducts 28% 28% 28% 28% FENESTRATION U -value Use Table 1-D, Title 24, Part 6, Section 116 for all vintages SHGC Use Table 1-E, Title 24, Part 6, Section 116 for all vintages Shading Device Use current value for installed device SPACE HEATING EFFICIENCY Gas Furnace (Central), AFUE 0.75 0.78 0.78 0.78 Heat Pump, HSPF 5.6 5.6 6.6 6.6 Electric Resistance, HSPF 3.41 3.41 3.41 3.41 SPACE COOLING EFFICIENCY All Types, SEER 8.0 8.0 8.9 9.7 WATER HEATING Energy Factor 0.53 0.53 0.53 0.53 Rated Input, MBHz 28.0 28.0 28.0 28.0 1. Based on historic data and utility (Residential Conservation Service) conservation programs. 2. AFUE = Annual Fuel Utilization Efficiency HSPF = Heating Seasonal Performance Factor SEER = Seasonal Energy Efficiency Ratio MBH = 1,000 Btu/hr If no actual information is available, existing buildings constructed in or after 1978 or buildings with previously constructed additions constructed in or after 1978 may be assumed to have the values listed in Table 7-3 for insulation, fenestration U -values arid solar heat gain coefficients, space -conditioning systems and water -heating systems. Additions and Alterations Select the values from the table column that corresponds to the year that the building or previous addition was constructed. July 1, 1999 7-15 TABLE NO. 1-Z11 <. ALTERNATIVE, COMPONENT, PACKAGES _:, ; , ,,...,. ,.,, . CFOR CLIMATE ZONE 11 PACKAGE' COMPONENT A B C D BUILDING ENVELOPE Maximum U -value] Insulation Minimums2 0.65 0.40 Maximum Total Area NR Ceiling R30 R30 R49 R38 Wood Frame Walls R13 R19 R29 R19 "Heavv Mass" Walls (R5.0) (R5:5) NA (R4.76) "Light Mass" Walls fR6.01 fR6.51 NA NA Below Grade Walls NA NA NA RO Slab Floor Perimeter R7 R7 R7 NR Raised Floors R13 R19 R30 R19 Concrete Raised Floors NA NA NA R8 GLAZING Maximum U -value] 0.65 0.65 0.40 Maximum Total Area NR 14% 16% Maximum Total Nonsouth Facing Area 9.6% NR NR Minimum South Facing Area 6.4% NR NR SOLAR NEAT GAIN COEFFICIENT' South Facing Glazine 0.40 0.40 NR West Facine Glazine 0.40 0.40 0.40 East Facine Glazine NR NR 0.40 North Facine Glazine NR NR NR THERMAL MASS' REO NR REO INFILTRATION CONTROL Continuous Barrier NR NR NR Air -to -Air Heat Exchanger NR NR NR SPACE HEATING SYSTEM Electric Rsistant Allowed NO NO YES' If Gas. AFUE = 78% 78% 78% If Heat Pump. Split Svstem HSPFs = 6.8 6.8 6.8 Single Package Svstem HSPF = 6.6 6.6 6.6 SPACE COOLING SYSTEM IfSplit Svstem A/C. SEER = 10.0 10.0 10.0 IfSinele Packaee A/C. SEERS = 9.7 9.7 9.7 DOMESTIC WATER HEATING TYPE System must meet budget, see ANY ANY ANY9 151(b)I and 15169 (9) LEGEND: NR = Not Required; NA = Not Applicable; REQ = Required; MIN = Minimum SEE NOTES FOLLOWING TABLE NO. 1-Z16 0.65 16% NR NR NR 0.40 0.40 NR NR NR NR NO MIN MIN MIN MIN MIN IA�1I 3-38 July 1, 1999 Residential Manual 4- 3-01;•2:02PM;BORREGO HOME VIDEO Sent By; BUTTE CO ENVIAONMENTALHEAITH; 530 895 6512; a FLOOD PLAIN DECLARATION ;7607675122 Apr -3-01 2:46PM; # 2/ 2 Page 1 /2 I declare the actual value of the proposed construction work under build— ing permit application at �2 1ie-v � yc �r.w� n D• (!:)I/- Sf�-CD/8 for C 1, C-4 d' 4. does not equal or exceed the definition of "Substantial Improvement."* I am aware the building site is in a flood -plain area, even though I am not required to comply with the flood plain management criteria. PROPM= OWNER ADDRESS PHONE NO. DATE .*Substantial Improvement is defined as follows: Anp repair, reconstruc— tion, or improvement of a structure, the cost of which equals or exceeds 50Z of the market value of the structure either, (a) before the improvement or repair. is started, or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate costs. Name IMALONE NICHOLAS &ELIZABETH FDEVER. Addr1 1296 HONEY RUN RD Addr2 I CHICO CA 95928.8350 Addr3 Addrd Comments IWAS 011 390 011 & 042 S PLI T BY B LM Crating D oc#1 1991 R 37843 Date 9/13/1991 Current D oc# 2001 R 0055362 Date 111 /27/2001, . Killing Doc# Dat e Asmt D esc H O N EY R U N RD S uplCnt Zoning D well I 0 Acres/Sq Ft 15.7 -- N /C F11 Asmt # 1011-390-018-000 Fee # 1011-390-018-000 Status ACTIVE . Status Date 19/13/1991 Tax 0-Qa INORMAL OWNERSHIP TRA 062-008 Situs 296 HONEY RUN RD CHICO Base D 111 /1 /2001 811111111118 Timber Preserve AgPres r E kal N otes Bonds' multi Situs F Flag1 Flagg 910 M H Asmt PP Pen Tax PP Pen Appeal Pending Split Pending Land S tructure Fixtures G roaring Total L&I Fix. R F MH PP . PP E xempt 115,049 129,556 0 0 244,6.05 0 0 0 7,000 Net l 237,605 R!C#I, T1R DtI R1C Stak. PHY I OWN I EXP 1 TAX I HON I ATT I SIT [ APR I PRL Find COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive 9 Oroville, California 95965 •Telephone (530) 538-7541O:L, (Rev.12/96) APPLICATION AND PERMIT (� ASSESSOR PARCEL NUMBER 011_ZONING BUILDING PERMIT OWNER L a NE dL TELEPHONE - O / SO. FT. OCC. BUILDING VALUATION .OWNERS MAIyNG ADD E S 6 0A/ - � Rap, C111(50 957v - x'3.0 COM R'S NAME 1 TELEPH NE CONTRACT R5 MAIUNG ADDRESS 44 CON TRUCT16N LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 27 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDIN D s U� C® Energy Plan Checking Fee $ $ PERMIT FEE $ r co LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WOj2K New ❑ Addition ❑ Remodel ❑ Ufilifies Installation ❑ Other ❑ Describe Work: `_ Q l,% G & &G / L&&/ Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service q OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, e nd effect. and my license is in full for00 License Class 4f �� Lic. No. e OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWEwlr OCCUP. SO OR ADDNS. ( 8 qCC. BLD S. 3.50 FT. NON-RESID T. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES aAL O 20 @t 50 NS Ex. Occup. oUnFTg RAPPESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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' compensalon insurance carrier and po'cy number are: Carrier .Sir ('p Pe_A�i_e kr7CA3 - Policy Number 7Z -0/ 61AI/ T- 000 Zff Y (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 f?rthyhh comply yvith th se pr visio S. Date IOff Signature of Applicant - 0 Owner ❑ Contractor,,,KAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating CoolingCO Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee 1211 Energy Inspection Fee OCC CONST. TYPE TOTAL $ Hqz. D. FEES IMP I FLOOD CDF PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provisions of the B unty Code and/ Resolutions to do work indicat ove for which fee ve been paid. y -o By Date /�l PERMIT EXPIRES PERMIT ate Receipt No. o,!W WHITE-D.D.S.-B.D. CANAR -A SS PINK -INSPECTOR GOLDEN 011-390 03 0620` R MALONE, NICHOLAS r 296 HONEY; RUN, -CHICON rREPLACE HVAC UNIT& DUCTSr,°�fN L• �-t4 •-�1� fY.. 1731 �i��i:t ,�,�.i[1 n 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES BUIL NG DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530 538-7541 E MIT•N (Rev. 12/96) APPLICATION AND PERMIT —������ ASSESSOR PARCEL NUMBERZONING BUILDING PERMIT OWNER Lo/vLo/ve, 1V1010L4.r TELEPHONE O4 �} SO. FT. OCC. BUILDING VALUATION OMA OWNER'S MAI NG AD pEOIV � I� • C/y�f�I �� � � ^0 D i -f U,ZAK p�It COM TOrT'S NAME s F i �� •of TELEPHONE r QG CONTRACT RS MAILING ADDRESS CONN - % CON &RUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ y ) ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING D Es t/L~ U f N CG Energy Plan Checking Fee $ $ PERMIT FEE $ , Ge LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE � SF 6/Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 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 ❑,lReemodel ❑ Utilities C3/ Installation ❑ Other ❑ Describe Work: /7rA•�. / C �/r �G f L�7CE� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full forend effect. �3 'r — License Class e C4Lic. No. ., 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 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' compensa on insurance carrier and policy number are: Carrier 45TIA!1! A_A#3eAN fu'r-lCO3 1G1/A1La Policy Number --G0/ I Ni r CY10 ZOVY (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply yvith those provisions. �f A/,L �, X� /�/ (� , // tC� _ Date _ Signature of Applicant - ❑ Owner ❑Contractor li Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service tow 46.00so NG CCU000A NEW coNs7. DWELLING occuP. 3.52sFr°: NEW o s. SISrLEr ST MULACC. RpµREg,p. C. 97.50 POWER APPARATUS h SINGLE OUTLET CIR. 20 EX. Occup. OUTLET OR FUTURES BAL ® '.so Ex. Occup. oFIxuTEI REQS oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating CoolingW Hood 6.50 Ventilation PERMIT FEE $ saw Mobile Home Installation Fee Energy Inspection Fee / Occ CONST. TYPE i TOTAL $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Bu unty Code and/ Resolutions to do work indicated ove for which fee ve been paid. By Date PERMIT EXPIRES O Dale Receipt No. . 4�io WHITE-D.D.S.-B.D. CANARY -A SSO PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF allTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERWT a:2k_Y AS SESSOR PARCEL NUMBER 011-390-01-80, ZONING FR 5 BUILDING PERMIT E`�n�/ere/a„� nr` O .�54 w Iv �LEPNo E -0 `f SO. FT. OCC. BUILDING VALUATION R 2.916.00 s Mau DREss CONTRACTOR'S NAMETELEPNONE .BOB SPEARStW CONTRACTORS MAILING ADDRESS A /� — !J CONSTRUCTION LENDERS . 6L, Fireplace MA LENDER'S MAILING ADDRESS WARD, TORRIN Total Valuation $ ' -00 ARCHITECT ENGINEER f,(� /ADDRESS NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILINGW/ Plan Checking Fee $ BuaDINGADDgEEnergy 1174 Plan Checking Fee $ 23.00 C 6d =S'O PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF �6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition * Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W 020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�o.OR LLEEN 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed ff the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall h com ith those provisions. DateIndicated Si atApplican - Owner ❑Contractor ❑Agent peof An OSmit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Main Service TO t 46.00 DWELLING U NEW CONST. DWE1.CC. OCS. SO 1.89 OR ADDNS. ( s ACC. BLDs. 3.5¢x; �NjpµRo�lD,' MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET C R. Ex. OCCu OUTLET OR FTKTURES BAIL Ex. Occup. ounErs AM..CFRw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 21.8 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. TYPE VN TOTAL FEE 153.99 H IMP X FLOOD COF AM X PEL EL PI PD HD SU This permit is hereby Issued under the applicable of the Butte County de and/or Resolutions a vefor w ichfees have been By Date PERMI EXPIRES ON P&N provisions to do work paid. 44")k ReceiptNo. 309423/153.99 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroviller California 95965 a Telephone (530) 538-7541 PERMIT NO. ,Rev.,2A6) APPLICATION AND PERMIT -r��--/J�o� •" •v .r%. . V. i1IV■V vv.... v.%.. E -. PERMIT EXPIRES ON BUILDING PERMIT 1 4– erscr aK Y2-oq SO. FT. OCC. BUILDING VALUATION rAaa,oADOS1e0 ea R144-- ` a fig' Z oourMeTORs av++s TssaMors e� oorrnwc+oe+ aMars oo+.TFLC" Muuooa Lme" WA" aooaas Fire lace / Total Valuation S ucagArt�oaoLMO' Erin Fee t 20.00 MCKrur an OSOWWs waa4 ADO Ma Permit Fee Plan Chockin Fee i p e1tDN°A0O"� 9 2 Ener Plan Checking Foe y S %� u,v = PERMIT FEE S 3 R • /D taTN0. eusoaircesrwe ` ►AMCL wv PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF do Duplex O Mobilehoms O Other Water piping 15.00 a�ry Each gas water heater or vent 15.00 / TYPE OF WORK Gas piping tem 1 •5 outlets 15.00 ' New O Addition (9 Remodel O Wakes O lnsbdkdion O Other O Building sower 15.00 Describe Work: Mobile Homo I S I G I WT— @20.00 PERMIT FEE S ELECTRICAL PERMIT Fang Fee 20.00 ain Service 200 ami LESS 23.00 Main Service 200► To 1006A 46.00 NEW C006T. owtuio a occuv. aoae. a =. erns. 3.Stirt1.29 NO.F11Ot0. YVl=RltT 07.50 iOWF71 AMARATIR a Ex. Occup. ounar oe "mAn eu • :; Ex. Occu . o= o,o a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE _ Cj �j59 PERMIT Filing Fee 20.00 *PERMIT FEE PAID $ 1 �3r / / Heating SRA .. 9 . Cooling SHERIFF $ Hood 6.50 Ventilation OTHER $ PERMIT FEI: S Mobile Home Installation Fee i $ Energy n3p*ctlqn Fee i O0/i p` TOTAL FEES p53, 9cl _ AMOUNT RECEIVED $ y • 9 ""Z 0" n O ". "" This permit Is hereby Issued under the applicable provlsions of the Butte County Code and/or Resolutions to do work *RECEIPT 0 3 Indicated above for which lees have been paid. NUMBER * rn nc a fT iriLrrn PAAADI rr=0 RV n.te •v .r%. . V. i1IV■V vv.... v.%.. E -. PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 15', 5%C_ e : f V u 9 ASSESSOR PARCEL NUMBER: 6'(1 3-0/W Proposed Building Use: - Building Inspector: Date: At time of permit applition, I was advised the following data must be submitted prior to perindjr essing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- n,gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ?j/7� �e / nergy Design Compliance and supporting documentation.---------------------------------------------------- 3liv C/ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. M ufactured Home data and installation instructions including Tie Down Specifications. ------------------ ,.Fees of $------------------------------------------------------------------------------------- pact fees as shown on the attached schedule-------------------------------------------------- =---------------- a ' ornia Department of Forestry plan prov fees. --- ---. _! `/�4--� ---_ !�� -- -� -a------------ lood elevation certificate. --------------------- --- - -- ---- f Sanitation and plot plan approval h l C b Health 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: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ❑ orkers' Compensation carrier and policy number. ----------------------- - Owner -Builder Verification (Given to owner ❑, Mailed to owner ") --------------=- p 1 4. Letter of signature authorization. ---------------------------------------------------------- 025. --------------------------------------------------------- ��+' ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------- ❑ 26. Letter of intent on building use. ------------ 1:127. Manufactured Home utility clearance. ----- 1128. Existing violations and/or expired permits. 9. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Chec to D $ . Other: �------- W��hhen you issu the ermit, process ollows ❑ to own , ❑ ail to contractor. �7Telephone 4 .. and hold for pickup at C4 t e"t) office. ❑ Deliver with inspector. 91YL✓C-7 : 3/"/01 1�_Ip Appli , �D���—�,. Date: Z- / �j• v / .. cant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By. - Copy of plans sent ❑Health Department, ❑Fire Dep e O er:.�7 1. Index permit application for the abovV e ❑ Plan Check List 2. Additional i uired: r Contractor, gner, wn , was o e abo data by one, ❑ mail, ❑ Building Division counter, by /� I4. Date: 3 2 7 a/ 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, advised of the above required • by ❑ phone, ❑ mail, ❑ Buildin ivision counter, by Date: Plans reviewed by: � Date: Plans approved by: Date: . . Sets of plans on hold in ❑ Plan Cabinet, ❑ Afolder. . ' Note transfer by: - Date: :9 Yellow Copy - Department of Development Services, Building Division. (Date) t. FA t 0: FROM: Building Department Environmental Health E.H. USE ONLY Plot Pion Attached Floor PlOn Att ied Stant to SUBJECT: Sanitation Clearance ©/ , 2 9 & UQv 0 - 3 90 - 0181 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for fttewn9. ther R=m7zn L Q/K�`lt.�9irrv► I'lQil /l t d . Hold final for: Final clearance O.K. for: NOTE: l #V& /U 1 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 - SCHEDULE OF FEES DUE OWNER ,cz: .9.e y-Gz-;aQu x 4- A/- Ma. Ipw e_ A.P. # c7 1 3 CIO f0 l PROPOSED BUILDING USE 4J:�' DATE zPl y —D 1 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES �`1 C (7 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ......... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x _ = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) fi. THERMALITO DRAINAGE DISTRICT FEES V$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) PA .Z//b//© I 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 3o x3 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT [// / ` - Y�Z�i DATE ,Z li Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) STRUCTURAL CALCULATIONS RCE Job #98.006 for Dave Schleiger, A.I.A. Devereaux Building Honeyrun Road Chico, CA Calculation Index: Page # • GravityLoads 1 • Beam & Column 2 Layout • Beam Analysis BI — B4 • Lateral Analysis LI — L3 • Steel Pipe SPI Analysis • Caisson Analysis Cl Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for plans drawn by Dave Schleiger, A.I.A. for the above -indicated property. The results ' of the calculations have been incorporated on said plans. �oROSS/4" R F, �j�`OF ra►�F��° ROBERTS CONSULTING ENGINEERING 1 708 Salem Street • Chico, CA 95928 • (916) 894-8801 04/17/98 - - Devereaux Building - RCE job No. 98-006 Pg. 1 Gravity Loads: Roof Dead Load 1/2" CDX Ply. 1.5 psf Slope = Framing" 2.5 psf 9 Clay Tile Shingles . 8.0 psf to Insul. 1.0 psf 12 Misc. 1.4 psf Total (sloped) 14.4gsf Total horiz 18.0 Total axial 8.6 Roof Live Load IlConstruction 16.0 sf Wall Dead Load Straw Bales 15.0 psf Stucco Siding Plaster 20.0 psf Misc. 2.0 ,psf Total 37.0 psf BZ ❑ WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B1 WoodWorks® SIZER 976 Apr. 17, 1998 10:43:13 COMPANY I PROJECT R. C. E. I Devereaux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone 6 Fax: (530) 899-8801 1 Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -other service: wet lateral support: Top= 36.00 Bottom= @Supports [in) total length: 18.67 [ft) Load Combinations: ICBG -UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« --------------------------------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 57.00 No 2 Constr. Full UDL 50.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 3.5 8.5 6.7 ft I I i ----------I------------------------------------I Dead 1 0.39 0.86 Live 1 0.92 0.68 Total 1 0.81 1.53 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: W. Woods, No.l, 8x8 @ 9.837 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 19 Fv' = 58 fv/Fv' = 0.32 Bending(+) fb = 30 Fb' = 720 fb/Fb' = 0.09 Bending(-) fb = 993 Fb' = 720 fb/Fb' = 0.62 Live Defl'n 0.22 = L/370 0.99 = L/180 0.99 Total Defl'n 0.55 = L/146 0.67 = L/120 0.82 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb'-- 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 6 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 7 ADDITIONAL DATA Bending(+): LC# 4 = D+C (pattern: C ), M = 0.17 kip -ft Bending(-): LC# 6 = D+C (pattern: C), M = 2.60 kip -ft Shear : LC# 6 = D+C (pattern: C), V = 0.78, V@d = 0.71 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction') (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application.' 2. Continuous or Cantilevered Beams: NDS Clause 9.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 9.4.1. F-9> B,z ❑ I WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B2 WoodWorks® SIZER 97b COMPANY I PROJECT R. C. E. I Deveraux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone 6 Fax: (530) 894-8801 1 Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -other service: wet lateral support: Top= 36.00 Bottom= @Supports [in] total length: 21.83 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I 11 Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 41.00 No 2 Constr. Full UDL 36.00 Yes 3 Dead Full UDL 16.00 No 4 Constr. Full UDL 14.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 1.7 5.0 8.5 6.7 ft I " I I ----------I---------------------------------------------I Uplift I 0.01 Dead I 0.30 0.25 "0.91 Live I 0.28 0.45 0.69 Total I 0.59 0.70 1.59 B.Length I 1.0 1.0 1.0 ####################################################################.####### DESIGN SECTION: W. Woods, No.l, 8x8 @ 9.837 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design Shear fv @d = 20 Fv' = 58 fv/Fv' = 0.34 Bending (+) fb = 87 Fb' = 720 fb/Fb' = 0.12 Bending(-)' fb = 443 Fb' = 720 fb/Fb' = 0.62 Live Defl'n 0.18 = L/439 0.44 = L/180 0.41 Total Defl'n 0.48 = L/168 0.67 - L/120 0.71 (a cantilever span governs deflection) ----------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# -------------------------------------------------------------- ------------ Fb'+= 800 0.90 1.00 ,1.00 1.000 1.00 1.000 1.00 1.00 12 Fb'-= 800 0.90 1.00 1.00 1.000 1.00 1.000. i.00 1.00 10 FIV ' = 65 0.90 1.00 1.00 (CH = 1.000) 14 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 12 11lla&ato] ZIAM17TV1 Bending(+): LC#12 = D+C (pattern: _C_C), M = 0.51 kip -ft Bending(-): LC#10 = D+C (pattern: C), M = 2.60 kip -ft Shear : LC#14 = D+C (pattern: CC), V = 0.81, V@d = 0.74 kips Deflection: LC#12 = D+C (pattern: _C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Apr. 17, 1998 10:05:34 P �3 WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B3 Wood Works® SIZER 97b Apr. 17, 1998 10:06:01 COMPANY I PROJECT R. C. E. I Deveraux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone & Fax: (530) 894-8801 I Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: --------------------------------------------------------------------------- --------------------------------------------------------------------------- material: Timber -other service: wet lateral support: Top= 36.00 Bottom= @Supports (in) total length: 18.67 (ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location ) Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 81.00 No 2 Constr. Full UDL 72.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 3.5 8.5 6.7 ft I I I ----------I------------------------------------I Dead I 0.57 1.24 Live I 0.61 0.97 Total I 1.18 2.21 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: W. Woods, No.l, 10x10 @15.782 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 16 Fv' = 58 fv/Fv' = 0.28 Bending(+) fb = 21 Fb' = 720 fb/Fb' = 0.03 Bending(-) fb = 315 Fb' = 720 fb/Fb' - 0.44 Live' Defl'n 0.12 = L/662 0.44 = L/180 0.27 Total Defl'n 0.31 = L/260 0.67 = L/120 0.46 (a cantilever span governs deflection) -------------------- -------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb' -= 800 0.90 1.00 1.00 1.000 1.00 1.000 11.00 1.00 6 Fv' = 65 0.90 1.00 .. 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 7 ADDITIONAL DATA --------------------------------------------------------------------------- --------------------------------------------------------------------------- Bending(+): LC# 4 = D+C'(pattern: C ), M = 0.25 kip -ft Bending(-): LC# 6 = D+C (pattern: C), M = 3.75 kip -ft Shear : LC# 6 = D+C(pattern: C), V = 1.13, V@d = 0.99 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, _ no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length -of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 2� 34 WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B4 Wood Works® SIZER 97b COMPANY I PROJECT R. C. E. I Deveraux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone s Fax: (530) 894-8801 I Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -other service: wet lateral support: Top= 48.00 Bottom= @Supports (in) total length: 19.00 (ft] Load Combinations: ICBO-UBC = -------------- INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location • I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I----=--- 1 Dead Point 0.86 0.00 No 2 Constr. Point 0.68 0.00 Yes 3 Dead Point 1.16 9.50 No 4 Constr. Point 0.97 9.50 Yes 5 Dead Point 0.86 19.00 No 6 Constr. Point 0.68 19.00 Yes -----------------------------------------------=--------------------------- ------------------------- -------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 5.0 9.0 5.0 ft I I I ----------I------------------------------------I Dead I 1.66 1.66 Live I 1.54 1.54 Total I 3.20 3.20 B.Length 1 1.2 1.2 ########################################################################### DESIGN SECTION: W. Woods, No.l, 12x12 @23.127 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ----------------------------------------------------------------- ----------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design Shear fv @d = 19 Fv' - 58 fv/Fv' = 0.32 Bending (+) fb = 21 Fb' = 720 fb/Fb' = 0.03 Bending(-) fb = 378 Fb' = 720 fb/Fb' = 0.53 Live Defl'n 0.11 = L/531 0.33 = L/180 0.34 Total Defl'n 0.29 = L/208 0.50 = L/120 0.58 (a cantilever span governs deflection) -------------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb'-= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 7 ADDITIONAL DATA Bending(+): LC# 4 = D+C (pattern: C_), M = 0.44 kip -ft Bending(-): LC# 3 = D+C (pattern': C ), M 7.99 kip -ft Shear : LC# 6 = D+C (pattern: C), V = 1.66, V@d = 1.63 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) --------------------------------------------------------------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle -2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Apr. 17, 1998 10:06:30 04/17/98 - Lateral Analysis - Devereaux Building - R.C.E. Job 98-006 Pct L - UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I 1WW ni W 1WR OWR ni R npR P= P= P= P= P= P= 4.0 8 Exposure: C psto 15.0 9.4 5. .8 .1 3. psf @ to 20 15.8 9.9 .9 1 8 .8 psf20 -to-23r'- 1 Ce = 1.43 @ 40 to 60' Cq = psf 25 to 17.4 10.8 6.5 19.5 15.2 15.2 psf @ 30 to 40' 18.9 1 1.8 7. 2 .3 16. 6. psf 40 to 0' Wind Speed 75 mph Exposure: C where; @ East West Wall - @ ridge Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce = 1.23 @ 25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall. Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf 1 = 1.15 Importance Factor Wind Loading @ Roof Tributary Normal Roof Slope = 9 Rise to 12 Horiz. @ East West Wall - @ ridge Wind Loading @ Roof Tributary Normal Resultant Horizontal Pressure @ North South Wall 7.00 feet @ Area Pressure Force feet @ 14.0 psf = 4.00 feet @ 14.0 psf = 56 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 feet @ 15.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 12.3 psf 4.00 feet @ 8.8 psf = 35 lbs. (OLW) @ 0 to 15' @ 0 to 15' 5.00 feet @ 5.3 psf = 26 lbs. (IWR) @ 0 to 15' ' @ 0 to 15' 5.00 feet @ 12.3 psf = 61 lbs. (OLR) @ 0 to 15' (OLR) @ 0 to 15' Fo = 179 olf - horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ East West Wall - @ ridge @ East West Wall - @ walls Pressure Area Pressure Force 7.00 feet @ 14.0 psf = 98 lbs. (IWW) 4.00 feet @ 14.0 psf = 56 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 feet @ 15.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 12.3 psf 4.00 feet @ 8.8 psf = 35 lbs. (OLW) @ 0 to 15' @ 0 to 15' 0.00 feet @ 5.3 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 12.3 psf = 0 lbs. (OLR) @ 0 to 15' Fo = 91 olf - horiz. Wind Loading@ Roof Tributary Normal Resultant Horizontal @ East West Wall - @ ridge Area Pressure Force 7.00 feet @ 14.0 psf = 98 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 feet @ 15.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 12.3 psf 7.00 feet @ 8.8 psf = 61 lbs. (OLW) @ 0 to 15' 0.00 feet @ 5.3 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 12.3 psf = 0 lbs. (OLR) @ 0 to 15' Fo = 160 olf - horiz. I 04/17/98 Lateral Analysis - Devereaux Building - R.C.E. fob 98-006 L2 UBC Seismic Loads - Static Force Procedure V= (Z•1•C/Rw)•W where; Z = 0.3 Zone 3 1 = 1.25 Importance Factor p=1 0.258 •W C = 2.75 maximum Rw = 4.0 Steel Column W = Building Weight Seismic Roof Loading @ Lines A -.B Tributary Weights = 22.00 feet of Roof @,, 18.00 psf 12.00 feet of Ext. Wall @ 37.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 217 pIf - horiz. Seismic Roof Loading @ Lines B - C Tributary Weights= 19.00 feet of Roof @ 18.00 psf 8.00 feet of Ext. Wall @ 37.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 164 p oriz. 04/17/98 - Lateral Analysis - Devereaux Building - R.C.E. Job 98-,006 �� L3 Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length ft. Unit Loads, _Seismic Wind .Lf. (.I.f.) Wall Loads Seismic Wind (kis (kips) Controlling Load Case A 9.00 217 126 1.949 1.130 Seismic Controls B 9.00 217 126 1.949 1.130 Seismic Controls 1 11.00 164 179 1.809 1.970 Wind Controls 2 11.00 164 179 1.809 1.970 1 Wind Controls 04/17/98 - Structural Pipe Code Check - Devereaux Building - R.C.E. Job 98-006 Steel Code Check for Structural Pipe Per 1991 ASIC Code 9t" ed. ProperdeS 6 in dia. Structural Steel Pipe Loads Member Length, L = 8 ft Axial Load, P = 5.00 kips K = 1.0 Yield Stress, Fy = 35.0 ksi Seismic Wind Modulus of Elasticity, E = 29000 ksi Shear, Vx = 0.97 0.56 kips Nominal Diameter, D = 6.00 in Vy = 0.90 0.98 kips Outside Diameter, D = 6.625 in Wall thickness, t = 0.280 in Note: Radius of Gyration, r = 2.25 in See lateral design for Seismic and Wind Area, A = 5.58 int load development. Section Modulus, S = 8.50 in3 Moment of Inertia, 1 = 28.14 in4 Cm = 0.85 Section H 1 Seismic 8t Wind increase (y/n) Y 1.33 Com Calculated Axial Stress, fa = 4= KI/r = Allowable Axial Stress, Fa = fa/Fa = Section ok for Compression 0.90 ksi 127.89 42.75 18.49 ksi Eq. E2-1 0.05 Bending Section ok for Bending Calculated Bending Stress, 6 = 14.35 ksi Allowable Bending Stress, Fb = 23.10 ksi Eq. F3-1 Compact Section fbX/Fb 0.621 (Shear ybar In = Area, Ain = ybar out = Area, Aout= Q= Shear Stress, fv = VQ/It Allowable Shear Stress, Fv = f,/Fv ICombined Bend & Comp. Fey = Interaction Equation (Deflection Calculated Deflection, DMAx = Allowable Deflection, DALLOW = Section ok for Shear 1.29 in 14.45 int 1.41 in 17.24 int 5.64 ksi 0.48 ksi 14.00 ksi Eq. F4-1 0.034 Section ok for Combined Eqns. 1.70 0.67 Eq. H 1-3 fa/Fa < 0.15 Section ok for Deflection 0.463 in. 0.480 in 04/17/98 - Caisson; Analysis - Devereaux Building - R.C.E. Job 98-006 rclt C ( - Caisson Design Aid For Lateral Bearing Per UBC 1806.7 At the`Interior "A" frame S(psf)= 200 b(ft) _ , 2 h(ft) = 1.0 - P(lbs)= 2659 A= 6.31 S1= 493 S3= 620 Constrained Condition Required Depth 3.1 ft < 12' -OK! � R Nonconstrained Required Depth 7.4 ft < 12' -OK! Fx , Fy. . Fz F -result Mx Mz 'M -result Dead Load 0.00 2.61 0.00 0.00 0.00 0.00- -,0.00 Construction Load 0.00 2.19 0:00 0.00' 0.00 0.00 0.00 Seismic 1.95 0.00 1.81 2.66 0.00 0.00 0.00. Wind' 1.13 0.00 1.97 2.27 0.00 0.00 0.00, 3.08 4.80 3.78 2.66 ' 0.00 , 0.00' 0.00 (Note: units are F=kips & M=k -ft) Allowable Soil Bearing = 1200 psf Allowable Soil Bearing Capacity Allowable Soil Bearing Capacity ' 2074psf(DL+Construction) 2758 psf (DL+Seismic or WIND) Soil Bearing Soil Bearing Constrained Condition' Constrained Condition , 1684 psf 1684 psf < Allowable -OK! < Allowable -OK! - Soil Bearing Soil Bearing - Nonconstrained Condition Nonconstrained Condition 1899-.psf 1899 psf . ' < Allowable -OK! < Allowable -OK! , STRUCTURAL CALCULATIONS RCE Job #98.006 • for Dave Schleiger, A.I.A. Devereaux Building Honeyrun Road Chico, CA Calculation Index: Page # • Gravity Loads • Beam 81 Column 2 Layout - • Beam Analysis BI — B4 • Lateral Analysis Ll — L3 • Steel Pipe SPI Analysis • Caisson Analysis CI Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for plans drawn by Dave Schleiger, A.I.A. for ther-aboveindicated property. The results of the calculations have,&been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 1708 Salem Street • Chico, CA 95928 • (916) 894-8801 04/17/98 - Devereaux Building - RCE Job No. 98-006 Pg. 1 Gravity Loads: Roof Dead Load 1/2" CDX Ply. 1.5 psf Slope = Framing" 2.5 psf 9 Clay Tile Shingles 8.0 psf to Insul. 1.0 psf 12 Misc. 1.4 psf Roof Live Load Total (sloped) 14.4 psf Total horiz 18.0 psf Total axial 8.6 psf Construction 16.0 psf Wall Dead Load Straw Bales 15.0 psf Stucco Siding Plaster 20.0 psf Misc. 2.0 psf Total 37.0 sf P� �I F1 I WOOCIWOrkS® SIZER SOFTWARE FOR WOOD DESIGN B1 WoodWorks® SIZER 97b Apr. 17, 1998 10:43:13 COMPANY I' PROJECT R. C. E. I Devereaux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone 6 Fax: (530) 894-8801 1 Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 DESIGN CHECK - NDS - Beam DESIGN DATA: --------------------------------------------------------------------------- --------------------------------------------------------------------------- material: Timber-other- service: imber-otherservice: wet lateral support: Top= 36.00 Bottom= @Supports [in] total length: 18.67 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full•UDL 57.00 No 2 Constr. Full UDL 50.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 3.5 8.5 6.7 ft I. I I ---------- I ------------------------.------------I Dead 1 0.39 0.86 Live 1 0:42 0.68 Total 1 0.81 1.53 B.Length 1 1.0• 1.0 ----------------- #############################6#'(I###### ##.Wii######################### DESIGN SECTION: W. Woods No.l, 8x8@ 9.837 plf This section PASSES the deign code check. ###########################�#AU#.#.###"##################################### SECTION -vs. -DESIGN -CODE -- (stress=psi_-deflection=in)------ --------------- Criterion I Analysis Value I Design Value I Analysis/Design i --------------I---------------- I ---------------- I ------------------I Shear fv @d = 19 Fv' = 58 fv/Fv' - 0.32 Bending(+) fb = 30 Fb' = 720 fb/Fb' = 0.04 Bending(-) fb - 443 Fb' = 720 fb/Fb' = 0.62 Live Defl'n 0.22 = L/370 0.44 = L/180 0.49 Total Defl'n 0.55 = L/146 0.67 = L/120 0.82 (a cantilever span governs deflection) - FACTORS F CD CM Ct CL CF CV Cfu Cr LC#- Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb'-= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 6 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1:00 1.00 7 ADDITIONAL DATA Bending(+): LC# 4 = D+C (pattern: C ), M = 0.17 kip -ft Bending(-): LC# 6 ='D+C (pattern: C), M = 2.60 kip -ft Shear : LC# 6 = D+C (pattern: C),, V = 0.78, V@d = 0.71 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B2 Wood Works® SIZER 97b COMPANY I R. C. E. I 336 Broadway #7, Chico, CA 95928 I Phone 6 Fax: (530) 894-8801 1 e-mail: cj@r-c-e.com I PROJECT Deveraux.Building Chico, CA Dave Schleiger, A.I.A. R. C. E: 98.006 Fv' = 58 fv/Fv' = DESIGN CHECK - NDS -1997 Bending (+) Beam --------------------------------------------------------------------------- DESIGN DATA: 720 fb/Fb' = 0.12 --------------------------------------------------------------------------- material: Timber -other fb = 443 Fb' = 720 fb/Fb' =• service: wet Live Defl'n 0.18 - L/439 lateral support: Top= 36.00 Bottom= @Supports [in) 0.41 total length: 21.83 [ft[ = L/168 0.67 - L/120 Load Combinations: ICBO-UBC (a INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) --------------------------------------------------------------------------- FACTORS: F CD »Self -weight automatically included<< CF CV Cfu Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 41.00 1.000 No 2 Constr. Full UDL 36.00 ' + Yes 3 Dead Full UDL 16.00 No 4 Constr. Full UDL 14.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 1.7 5.0 8.5 6.7 ft I ---------- I ----------------------------------------------I Uplift 1 0.01 Dead I 0.30 0.25 0.91 Live 1 0.28 0.45 0.9 Total 1 0. 0.0 1.5 B.Length I 1.0.0 1..0 1.0.0 ############################ ####### ##################### DESIGN SECTION: W. Woods No-I' 8x'8 @ 9.837 plf7 This section PASSES the des n code check. ########################################,#.#-#'############################ SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design Shear fv @d = 20 Fv' = 58 fv/Fv' = 0.34 Bending (+) fb = 87 Fb' = 720 fb/Fb' = 0.12 Bending(-) fb = 443 Fb' = 720 fb/Fb' =• 0.62 Live Defl'n 0.18 - L/439 0.44 = L/180 0.41 Total Defl'n 0.48 = L/168 0.67 - L/120 0.71 (a cantilever span governs deflection) ------------------ --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 12 Fb'-= 800 0.90 1.00 1.00 1.000 11.00 1.000 1.00 1.00 10 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 14 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 12 ADDITIONAL DATA ------------=-------------------------------------------------------------- " --------------------------------------------------------------------------- Bending(+): LC#12 = D+C (pattern: M = 0.51 kip -ft Bending(-): LC#10 = D+C (pattern: -C-C), C), M = 2.60 kip -ft Shear : LC#14 = D+C .(pattern: CC), V = 0.81, V@d = 0.74 kips Deflection: LC#12 = D+C (pattern: Total Deflection = 1.50(Defln dead) -C-C) + Defin_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires. that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. CSS I P� 52 Apr. 17, 1998 10:05:34 F. f F>3 F-1 I WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B3 WoodWorks® SIZER 97b Apr. 17, 1996 10:06:01 COMPANY i PROJECT R. C. E. I Deveraux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone & Fax: (530) 894-8801 1 Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -other service: wet lateral support: Top= 36.00 Bottom= @Supports [in] total length: 18.67 [ft] Load Combinations: ICBG -UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 81.00 No 2 Constr. Full UDL 72.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 3.5 8.5 6.7 ft I I I ----------I------------------------------------I Dead I 0.57 1.24 Live I 0.61 0.97 Total I 1.18 2.21 B.Length 1 1.0 1.0 ############################################+##-###.###.#_#### ########### DESIGN SECTION: W. Woo s, No.l, 10x10 @15.782 plf This section PASSES the de n-code_check._ -- ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------- --------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------.------------I Shear fv @d = 16 Fv' = 58 fv/Fv'-= 0.28 Bending(+) fb = 21 Fb' = 720 fb/Fb' = 0.03 Bending(-) fb = 315 Fb' = 720 fb/Fb' = 0.44 Live Defl'n 0.12 = L/662 0.44 = L/180 0.27 Total Defl'n 0.31 = L/260 0.67 = L/120 0.46 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb'-= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00, 6 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 7 ADDITIONAL DATA Bending(+): LC# 4 = D+C (pattern: C ), M = 0.25 kip -ft Bending(-): LC# 6 = D+C (pattern: C), M = 3.75 kip -ft Shear : LC# 6 = D+C (pattern: C), V = 1.13, V@d = 0.99 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN B4 WoodWorks® SIZER 97b COMPANY I PROJECT R. C. E. I Deveraux Building 336 Broadway #7, Chico, CA 95928 I Chico, CA Phone & Fax: (530) 894-8801 1 Dave Schleiger, A.I.A. e-mail: cj@r-c-e.com I R. C. E. 98.006 MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 5.0 9.0 5.0 ft I I I ----------I------------------------------------I Dead 1 1.66 1.66 Live 1 1.54 1.54 Total 1 3.20 3.20 B.Length 1 1.2 1.2 _ ------ti ############################## .#'##�#1i###################### ],#.#.######### DESIGN SECTION: W. Woods, N .1,� 12x32 @'23:127 p This section PASSES the desig code check. ############################## ##'###'##1E]I### ## ########################## SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I ----- - -------- I ---------------- I ---------------- I ------------------I Shear - fv @d = 19 Fv' = 58 fv/Fv' = 0.32 Bending(+) fb = 21 Fb' = 720 fb/Fb' = 0.03 Bending(-) fb = 378 Fb' = 720 fb/Fb' = 0.53 Live Defl'n 0.11 = L/531 0.33 = L/180 0.34 Total Defl'n 0.29 = 'L/208 0.50 = L/120 0.58 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb'-= 800 0.90 1.00 1.00 1.000 ' 1.00 1.000 1.00 1.00 3 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 7 ADDITIONAL DATA Bending(+): LC# 4 = D+C (pattern: C ),'M = 0.44 kip -ft Bending(-): LC# 3 = D+C (pattern: C ), M = 7.99 kip -ft Shear : LC# 6 = D+C (pattern: _C), V = 1.66, V@d = 1.63 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) -------------------------------------------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. or- V Apr. 17, 1998 10:06:30 DESIGN CHECK - NDS -1997 Beam --------------------------------------------------------------------------- DESIGN DATA: --------------------------------------------------------------------------- material: Timber -other service: wet lateral support: Top= 48.00 Bottom= @Supports [in] total length: 19.00 (ft) Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I-------------- 1 I ----------------- I ----------------- Dead Point 0.86 0.00 I --------' No 2 Constr. Point 0.68 0.00 Yes 3 Dead Point 1.16 9.50 No 4 Constr. Point 0.97 9.50 Yes 5 Dead Point 0.86 19.00 No 6 Constr. Point 0.68 19.00 Yes MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 5.0 9.0 5.0 ft I I I ----------I------------------------------------I Dead 1 1.66 1.66 Live 1 1.54 1.54 Total 1 3.20 3.20 B.Length 1 1.2 1.2 _ ------ti ############################## .#'##�#1i###################### ],#.#.######### DESIGN SECTION: W. Woods, N .1,� 12x32 @'23:127 p This section PASSES the desig code check. ############################## ##'###'##1E]I### ## ########################## SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I ----- - -------- I ---------------- I ---------------- I ------------------I Shear - fv @d = 19 Fv' = 58 fv/Fv' = 0.32 Bending(+) fb = 21 Fb' = 720 fb/Fb' = 0.03 Bending(-) fb = 378 Fb' = 720 fb/Fb' = 0.53 Live Defl'n 0.11 = L/531 0.33 = L/180 0.34 Total Defl'n 0.29 = 'L/208 0.50 = L/120 0.58 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 800 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 4 Fb'-= 800 0.90 1.00 1.00 1.000 ' 1.00 1.000 1.00 1.00 3 Fv' = 65 0.90 1.00 1.00 (CH = 1.000) 6 Fcp'= 335 0.67 1.00 - E' = 1.1 million 1.00 1.00 7 ADDITIONAL DATA Bending(+): LC# 4 = D+C (pattern: C ),'M = 0.44 kip -ft Bending(-): LC# 3 = D+C (pattern: C ), M = 7.99 kip -ft Shear : LC# 6 = D+C (pattern: _C), V = 1.66, V@d = 1.63 kips Deflection: LC# 7 = D+C (pattern: C_C) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) -------------------------------------------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. or- V Apr. 17, 1998 10:06:30 04/17/98 - Lateral Analysis - Devereaux Building - R.C.E. Job 98-006 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW OLW IWR OWR OLR OPR P= P= P= P= P= P= Wind Speed 75 mph Exposure: C psf to 15.0 9.4 -5-7-6.8 Ce = = 7TF psf to 20 15.8 9.9 .9 17. 3.8 3.8 psf @ 20 to 25' 77T2 Ce = 1.43 @ 40 to 60' Cq = psf to 17.4 10.8 .5 19.5 71-.K-27 15.2 psf 0 to 40' 18.9 11.8 7.1 21. T 16.6 6. psf 40 to 0' Wind Speed 75 mph Exposure: C where; @ East West Wall - @ ridge Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce= 1.23 @25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Cg = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cg = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge cis = 14.4 psf = 1.15 Importance Factor Wind Loading @ Roof Tributary Normal Roof Slope = 9 Rise to 12 Horiz. @ East West Wall - @ ridge Wind Loading @ Roof Tributary Normal Resultant. Horizontal Pressure @ North South Wall 7.00 feet @ Area Pressure Force feet @ 14.0 psf = 4.00 feet @ 14.0 psf = 56 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 feet @ 15.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 12.3 psf 4.00 feet @ 8.8 psf = 35 lbs. (OLW) @ 0 to 15' @ 0 to 15' 5.00 feet @ 5.3 psf = 26 lbs. (IWR) @ 0 to 15' @ 0 to 15' 5.00 feet @ 12.3 psf = 61 lbs. (OLR) @ 0 to 15' (OLR) @ 0 to 15' Fp =1 179 Of - horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ East West Wall - @ ridge @ East West Wall - @ walls Pressure Area Pressure Force 7.00 feet @ 14.0 psf = 98 lbs. (IWW) 4.00 feet @ 14.0 psf = 56 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 ' feet @ 15.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 12.3 psf 4.00 feet @ 8.8 psf = 35 lbs. (OLW) @ 0 to 15' @ 0 to 15' 0.00 feet @ 5.3 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 12.3 psf = 0 lbs. (OLR) @ 0 to 15' Fn = 91 nlf - hnriz Wind Loading @ Roof Tributary Normal Resultant Horizontal @ East West Wall - @ ridge Area Pressure Force 7.00 feet @ 14.0 psf = 98 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 feet @ 15.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 12.3 psf 7.00 feet @ 8.8 psf = 61 lbs. (OLW) @ 0 to 15' 0.00 feet @ 5.3 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 12.3 psf = 0 lbs. (OLR) @ 0 to 15' Fp = 160 plf - horiz. 04/17/98 - Lateral Analysis - Devereaux Building - R.C.E. job 98-006 Pct L2 UBC Seismic Loads- Static Force Procedure V= (Z•I•C/Rw)•W where; Z = 0.3 Zone 3 I = 1.25 Importance Factor P= 0.258 •W C = 2.75 maximum Rw = 4.0 Steel Column W = Building Weight Seismic Roof Loading @ Lines A - B Tributary Weights = 22.00 feet of Roof @ 18.00 psf 12.00 feet of Ext. Wall @ 37.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 217 plf - horiz. Seismic Roof Loading @ Lines B - C Tributary Weights = 19.00 feet of Roof @ 18.00 psf 8.00 feet of Ext. Wall @ 37.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 1 164 Of oriz. 04/17/98 - .Lateral Analysis - Devereaux Building - R.C.E. ]ob 98-006 I L3 Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length ft.) Unit Loads Seismic Wind (.I.f.) '(p.Lf.) Wall Loads Seismic . Wind kips (kips) Controlling Load Case A 9.00 217. 126 1.949 1.130 Seismic Controls B 9.00 217 126 1.949 1.130 Seismic Controls 1 11.00 164 179. 1.809 1.970 Wind Controls . 2 11.00 164 179 1.809 1.970 Wind Controls 04/17/98 - Structural Pipe Code Check • - Devereaux Building - R.C.E. Job 98-006 Steel Code Check for Structural Pipe Per 1991 ASIC Code 9t" ed. Properties 6 in dia. Structural Steel Pipe Loads Member Length, L = 8 ft Axial Load, P = 5.00 kips K = 1.0 Yield Stress, Fy = 35.0 ksi Seismic Wind Modulus of Elasticity, E = 29000 ksi Shear, Vx = 0.97 0.56 kips Nominal Diameter, D,= 6.00 in Vy = 0.90 0.98 kips Outside Diameter, D = 6.625 in Wall thickness, t = 0.280 in Note: Radius of Gyration, r = 2.25 in See lateral design for. Seismic and Wind Area, A = 5.58 int load development. Section Modulus, S = 8.50 in3 Moment of Inertia, I = 28.14 in4 Cm = 0.85 Section H 1 Seismic K Wind increase (y/n) Y 1.33 Compression Section ok for Compression Calculated Axial Stress, fa = 0.90 ksi Cc = 127.89 KI/r = 42.75 Allowable Axial Stress, Fa = 18.49 ksi Eq. E2-1 fa/Fa = 0.05 Bending Section ok for Bending Calculated Bending Stress, 6 = 14.35 ksi Allowable Bending Stress, Fb = 23.10 ksi Eq. F3-1 Compact Section fbX/Fb 0.621 Shear Section ok for Shear ybar in = 1.29 in Area, Ain = 14.45 int ybar out = 1.41 In Area, Aout= 17.24 int Q = 5.64 ksi Shear Stress, fv = VQ/It 0.48 ksi Allowable Shear Stress, Fv = 14.00 ksi Eq. F4-1 fv/F„ 0.034 Combined Bend & Comp. Section ok for Combined Eqns. Fe' = 81.70 Interaction Equation 0.67 Eq. H 1-3 fa/Fa < 0.15 Deflection Section ok for Deflection Calculated Deflection, DMAx = 0.463 in. Allowable Deflection, DALLOW = 0.480 in 04/17/98 - Caisson Analysis - Devereaux Building - R.C.E. Job 98-006 Caisson Design Aid For Lateral Bearing Per UBC 1806.7 At the Interior "A" frame S(psf)= 200 b(ft) = 2 h(ft) = 1.0 P(lbs)= 2659 I= 1 A= 6.31 S1= 493 S3= 620 Constrained Condition Required Depth 3.1 ft < 12' -OK! Nonconstrained Required Depth 7.4 ft < 12' -OK! h I Depth 1 (Note: units are F=kips & M=k -ft) Allowable Soil Bearing = 1200 psf Allowable. Soil Bearing Capacity 2074 psf (DL+Construction) Soil Bearing Constrained Condition 1684 psf < Allowable -OK! F, C I Allowable Soil Bearing Capacity 2758 psf (DL+Seismic or WIND) Soil Bearing Constrained Condition 1684 psf < Allowable -OK! Soil Bearing Soil Bearing Nonconstrained Condition Nonconstrained Condition 1899 psf 1899 psf < Allowable -OK! < Allowable -OK! Fx Fy Fz F -result Mx Mz M -result Dead Load 0.00 2.61 0.00 0.00 0.00 0.00 0.00 Construction Load 0.00 2.19 0.00 0.00 0.00 0.00 0.00 Seismic 1.95 0.00 1.81 2.66 0.00 0.00 0.00 Wind 1.13 0.00 1.97 2.27 0.00 0.00 0.00 3.08 4.80 3.78 2.66 0.00 0.00 0.00 (Note: units are F=kips & M=k -ft) Allowable Soil Bearing = 1200 psf Allowable. Soil Bearing Capacity 2074 psf (DL+Construction) Soil Bearing Constrained Condition 1684 psf < Allowable -OK! F, C I Allowable Soil Bearing Capacity 2758 psf (DL+Seismic or WIND) Soil Bearing Constrained Condition 1684 psf < Allowable -OK! Soil Bearing Soil Bearing Nonconstrained Condition Nonconstrained Condition 1899 psf 1899 psf < Allowable -OK! < Allowable -OK! ❑ B.I.N. RE UEST FOR INSPECTION Permit No. Location: ��w�IB�/.1�1 —7—�V tooLIIIIA6,4--dr- 74 wner. Contractor or Tenant: Complaint: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. ' PRE - Form Rough Rough INSPECTION Frame/Underfloor Top Out Temp. Service Corrections Stucco Lath Gas Piping/Test Service Final Job St Stucco Brown Temp. Gas Underground ermd Renewal Fireplace Sewer Piping Well Circuit V—d. Bond Beam Insulation Water Pim Sho er Pfan/� Li Nich ��"�� �� f' OtT� HER Nailing �� 5/1 ` ✓ — Corrections Corrections Corrections Final Final Final. READY FOR A.M. INSPEC. ON , 19_ P.M. Date: Time: Note: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - `�T 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. ,6) APPLICATION AND PERMIT �� -C''7C��, ASO R PARCEL NUMBER O� 1 ^ 3G }� _ ©..� J U ZONING R C V BUILDING PERMIT JWNER za �� v�tre. e� TE HONE iia -��`► SO. FT. OCC. BUILDING VALUATION OWNER NG ADDRESS EP L 100) 1� , � �_ / / © . C3D CONTRACTOR'S NAME TELEPHONE r CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 5 ARCHn F.CT OR ENGINEERSe"hi ^� J II INSE NO. (\V Filing Fee $ 20.00 Permit Fee 00 S ARCHITECT OR ENGINEERS IUNG ADORE r �p _ 1�../\�- 1` (l •�Y�/,"1`'C-� Plan Checking Fee I $ BUILDING ADDRESS —1 Co l�� Energy Plan Checking Fee $ - -q l PERMIT FEE _ _ LAT NO SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SI« sPEclw Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: lr/��� �iCt(� - Gas piping system 1 - 5 outlets `15.00 -Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT ng Fee 20.00 Main Service 0.0 OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, Iand my license is in full force and effect. License Class Lic. No. t 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. . ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. I Main Service 200A TO 1000A 46.00 F@7.50 NEW CONST. DWELJNG OCCUP. s0 OR ADDNS. ( a ACC. BLAS. NEW CONST. MULTI -OUTLET NON -REBID. 8 SPOWWGLsLRE AOUTLET CIR.PPARATUS zo 1.00 Ex. Occup. OUTLET OR FIXTURES B„L S0 FIXED APPLNS. OR Ex. Occup. ouTLETs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ DD Energy Inspection Fee 3 rev Occ �� �j f TOTAL FEE $ Z. D. FEES IMP FLOOD COF PARCEL PO HD i ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. _ Recei,t"Jo. -23L_707 �'1_: `� 7 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENTS,ERVICES- BUILDINGDIVISION 1' �11 '7 Couhty Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER T NO. (Rev. 12/96) APPLICATION AND PERMIT �g_ ASSESSOR PARCEL NUMBER Dt,� ^J/� /`—Q 1 ZONING `s v BUILDINGPERMIT OWNER e(i za �,e u�cre TELFPHONE ��;a -a67 . Sp, F7, OCC. BUILDING VALUATION OWNERS MAI NG ADDRESSN 2 O� ( CONTRACTOR'S NAME TELEPHONE E CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS _ ' Fireplace 150Q M D® -�— Total Valuation $ – ` l ARCHRi:CT OR ENGINEER Dave JII.O/IY11 U�ENSE NO. (�V Filin Fee Filing $ 20.00 Permit Fee $� ARCHITECT OR ENGINEERIUADDRE M, -RA ©S k L� `'� GO Plan Checking Fee (. $ BUILDING ADDRESS l l l: -J Energy Plan Checking Fee $ 2- 'j10 $ -- C tc-z!y- '3C)!5. I P MIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING ERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SI� SPECIFY Each Trap 7.00 Solar or heat Amp water heater 23.00 Water ipin 15.00 ch as star heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ,❑,, Utilities ❑ Installation ❑ Other ❑ Describe Work: �+aj_AJ Gkpnn �(� _ i system t - 5 outlets 15.00 Buil i sewer 15.00 Mob' Home ISI G W @20.00 PERMIT FEE S "I'- L PERMIT Fling Fee 20.00 Main Service z�oon oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PowER A License Class Lic. No. I' 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallf� not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. so OR AODNs. ( 8 ACC. BLDS. 3.5¢FT. NEW CONST. MULTI.OUTLET NO REslo. @7.50 APPARATUS 6 sw.LE OUTLET CIR. Ex. Occup. OUTLET ORPD(TUREs 2O@'-0° Bnt so NS Ex. Occup. ourLEEDTSA RESID.OEJ. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ _ Energy Inspection Fee $ r0(' OCC TOTAL FEE $ HAZ. D. FEES IMP I FLOOD IM -- CDF PARCEL PD HO ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ Dale \Receipt No. 7173 ii IS \HITE.D.D.S B.D. CANAR -ASSESSOR FINPiKSPECTOR GOLD NROD-AP ICANT h ' �� � '� yrs .4�' ..y--:�'•�•� y� , .,}:A.3'i"1 „".•.pd" "v* COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i i 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: -t)P— v Qr ASSESSOR PARCEL NUMBER: 0-11 -" 3 D D I Proposed Building Use: 5ilb nQ uppm Building Inspector: S �+ Date: 2 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-------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ (*. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ❑�gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 7 ----------------- 7` nergy Design Compliance and supporting documentation. ---------------------------------------------------- rs-tatement of 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 $-------------------------- ------------- ---------------------------------------- C9 K Impact fees as shown on the attached schedule. --- - ------------------------------------- M'r2. California Department of Forestry plan approva fee - -----------------------------------=--------------- N�4� . Flood elevation certificate. ---------------------------------------------------------------------------------------- t�'14. Sanitation and plot plan approval OK -, 00 Health 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: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. ❑21. F❑2 24. Pre -inspection for required. Request to Building Inspector on Contractor's license information. (Number, Name Style, Classification). -- - Workers' Compensation carrier and policy number. -------------- --- j} - -----------7----------------- Owner-Builder Verification (Given to owner ❑, Mailed to owner .------ ------------------------------- 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. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, rocetss. as follows El Mail to owner, []Mail to contractor. )).Telephone 3L4a , ao- �1 and hold for pickup at C h office. ❑ Deliver with inspector. Applicant;�W, /__ Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: (Date) _//- zl -178- ❑ 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 Division 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. Z �.iw...r.r�fy�....,'"�i W W+'Y�yw1T'hbCl'!Cr7F"3T���f�i'1r6v�E:%.3'r�1'r��yx.'n`i"""Mlir•""d�wi� „G.rl�Yf::.,aFv 7 Z��CAR-�'�s� V� .1i r�n IF`ti:.Fi 'z -j r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES. - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # D , eefl�D g PROPOSED BUILDING USE ( DATE' : L4 REC # DATE REC . BUILDING PERMIT FEES -- Balance Due ................. $ . -- Additional Fees Due ............ $ -- Additional Fees Due .......... . $ ' /-- Revised Plan Checking Fee ..... $ V 2. SCHOOL DISTRICT FEES (paid at District Office) li (A 1 e_u U P� �• Ft .�i� 3. SHERIFF FEES .(paid at Building Division) Residential ...:.... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x • =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES _ (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. . APPLICANT DATE IV—G'l—�8 Original -Owner Copy -Building Div. (Rev. 12/96) X X COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County' Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-390-018 ZONINGRSBUILDING PERMIT OWNER ELIZABETH DEVEREUX TELEPHONE 342 2074 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 296 HONEY RUN RD. CHICO CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER DAVECHLEIGER LICENSE NO. Fills Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS DADDRESS662 305 WALL ST. CHICO Plan Checking Fee $ BUILDING ADDRESS 296 HONEY RUN RD. Energy Plan Checking Fee $ CHICO $ PERMIT FEE S LOT NO. . SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 6 Other DETACHED SITTING ROOM SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: __DETACHED SITTING ROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION 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 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 Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ADC. BIDS. So 3.50FT, NEW CONST. MULTI.OUTLET NON-RESID. C C CU @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL @ .so PLN1 EX. Occup. OUTELETS REESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and -agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X '� Date—ZL �IS Signature of Applicant - ❑ Owner ❑ Contractor W Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dale Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT APR 2 3 7598 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER MJT NO. (Rev. 12/96) APPLICATION AND PERMIT -8- %-2n(n ASSESSOR PARCEL NUMBER O!, t '%� /t _ ©� 1✓1 U ZONING Com` BUILDING PERMIT OWNER, uexe ea `ADDRESS TELEPHONE 3La _: X0,7 SO. FT. OCC. BUILDING VALUATION OWNERS NG 2 �� '. / ~l0 • t� CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Flr@p1aC@ I J r O® LENDER'S MAILING ADDRESS Total Valuation $ '- ARCHITECT OR ENGINEER ^ — ` J(ll/1V1, UNSE NO. (�V Filing Fee $ 20.00 Permit Fee 00 $ ARCHITECT OR ENGINEERS IUNG ADDRE Plan Checking Fee ( ( $ BUILDING ADDRESS l l u Energy Plan Checking Fee $ $ '3C)!5, lPERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other bl�iSIS SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New')� Addition ❑ Remodel ❑ Utilities 10 Installation ❑ Other ❑ Describe Work: ItJG�Ui �jt�Q =M- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2ooA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 10ooA 46.00 NEW CONST. DWELLING OCCUP, s° OR ADONS. ( a ACC. BLDS. 3.5¢FT. ,N,oE1'µa°SID . MULTI-OUCUT UITS @7.50 POAPPARATUS a swG. ourLEr CP, Ex. Occup. OUTLET OR FDfTUREs BAL 0 1.S0 D APPLNS Ex. Occup. I� D.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring +_213.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ L0� o" 10 TOTAL FEE $ i 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 indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON /pnro Receipt No. -277707 1 TFA 1 �S T WHITED D S -8.0. CANAR -ASSESSOR F11NSPECTOR GOLD NROD•AP ICANT CDF FIRE.SAFE REQUIREMENTS ?p - o -2010- AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�1] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-_,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 1. AP.# PERMIT # NAME [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but Tess than 800 feet'in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from il] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [J�J 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 AP # g�-07d6 2�* , PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves- [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors.on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic spri:ikler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback -Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials 6f'_ Z 3 Date Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�] 1272..00 Maintenance of Defensible.Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-artenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1.' No'roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of vertical ,curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road.. [.] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .1 • EL I AP # PERMIT # NAME [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the 'driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building: 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [.] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane ,provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space.' 1. All parcels l'acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from u11 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including �� chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_ial inspection of a building permit. Page 2 -of 3 M AP # PERMIT # NAME' Other Reauirements If Building Setback is 15 to 3.0 Feet: - Class -A or B roof - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D' - Glass area not.to exceed 10% of wall area toward property 'line with insufficient setback - Siding from the.followi,ng list: Stucco - 3 coat, Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials 2 - Date Signature Page 3 of 3 LAND QF NATURAL WEALTH AND BEAUTY Elii beth Devereux 296 Honey Run Road Chico, CA Re: Detached Sitting Room A.P. No. 011-390-018 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 53:5-2140 Date: 5/13/98 Permit #98-0706 [x] Other: - Special Inspection Policy sheet - Statement of Intent for Non -Heating and/or Non -Air Conditioned Building - Butte County School Impact Fee Certification Form Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Submit additional calculations as necessary [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Si George R. Kello Plan Check En r cc: Dave Schleiger 305 Wall Street Chico, CA 95928 Charles Roberts Roberts Consulting Engineering 1708 Salem Street Chico, CA 95928 E PLAN CHECK LIST CI Permit Applicant: Elizabeth Devereux Date: 5/13/98 Permit #98-0706 Plans for the above referenced project were reviewed by this office. Please provide or have your designers provide the following information and/or make revisions to plans, specifications, or calculations as follows: 1. Project designer is to wet sign plans. If the designer is a licensed professional, he or she is to stamp plans with a license stamp as well -as wet signing the plans. 2. Items from the Permit Application Data Sheet: 2.1) It is our understanding that it is the owner's intent that the proposed structure not be heated or cooled or have utilities. If the building is not to be heated or cool the owner is to complete the attached Statement of Intent for Non -Heating and/or Non -Air Conditioned Building and return it to the Building Department. If heating or cooling of the proposed building is anticipated then Energy Design Compliance and supporting documentation need to be submitted for review. Regarding utilities, provide a minimum of light outlets per the National Electrical Section 210-70 (a) ... at least one wall switch controlled lighting outlet shall be installed in every habitable room. Also, provide a light outlet at the exterior of the exit. These are being requested for safety reasons. 2.2) Pay remaining plan check fees 2.3) Take the attached Butte County School Impact Fee Certification Form to the Chico Unified School District for processing and return the Building Department's copy with proof of payment (if fees were required) to the Building Department. 2.4) Obtain approval of the Butte County Health Department (Chico Office) for the Project. 2.5) Provide a flood elevation certificate completed by a California State Licensed Engineer. A copy of this certificate should have been provided to you when you applied for the application. Let us know if you need another. 2.6) Complete and return the Owner -Builder Verification form that was mailed to you on April 22, 1998. . avta 2.7) Provide a letter of signature authorization for the person who took out the permit for you. 3. Show the dimensions of the structure's exit. It is to meet the height and width requirements of Section 1004.6 of the California Building Code (CBC), ..."Every -required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet 8 inches in height.... " 4. Meet the protection and design requirements of Section 2409 of the CBC for the sloping glass on the east side of the building. Show adequacy of the frame to support the glass. 5. Provide safety glazing for doors and windows per Section 2406 of the CBC. Indicate whether any of the door or window glass meets the exception requirements of 2406.4. 6. Please provide subgrade and foundation material specifications on the plans. Indicate column footing dimensions on the plans. 7. Provide special inspection as indicated on the attached, Special Inspection Policy sheet. The special inspector proposed will need to be approved by the Butte County Building Department prior to the building permit being issued. 8. Provide stone veneer anchorage per Section 1403.6 of the CBC. Show anchorage method on the plans. 9. Show the class (per Table 15-A of CBC) of the proposed roof on the plans. 10. Regarding the structural calculations by Mr. Charles Roberts: 10.1) The roof beams specified in the structural calculations appear to be significantly larger than those show on the plans. For instances; those shown on calc sheets B1, B2, B3 and B4. Please explain. Also, required grades appear to be missing from the plans. Please add. 10.2) What is the correlation in capacity between the rectangular sections of the calcs and the circular section of the plan beams? 11. Provide a capacity check on the 2 to 2 '/2 inch sapling purlins proposed for the roof. What is the connection method proposed for the roof diaphragm? Show on the plans. 12. Supply complete material specifications for all structural material proposed for the building, such as grade of lumber, steel, etc. SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other .information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. . 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [ ]High Strength Bolting [Welding [ ]Bolts installed in Concrete ]Other: !6'1 RZko -S i %.'c 5>?95,--4 rc a X: i c.` 5 of +�- T�: GD. -�4�cc. GA 126.E,p T-Wc- Ccsl•�aow PG '. X June 1996 [� Nle►bT0(zFi 4,�+S.,C i 4 tjA. 4.0 '�> CoN�i���+ti�w o�S�FR�t1�'�e�s �-�+5�'vc.��a►.a� l.ltalr4 � RESIDE IAL PLAN CHECKIN GUIDE SINGLE FAMILY, DUPLEY, AND MI "IISCELLANEOUS ONLY OWNER:BUILDINGPERMITNUMBER: /y 'D 7C}G PLAN CHECKER: A.P. NUMBER: GENERAL: ,4'-' Zoning requirements: (side yards and number of permitted living units). Valuation. d Plans signed by designer. �}! Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. 5 Flood hazard. Special conditions on creation map (Noise,ire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. , $!' Building or utilities across lot lines+(Record form). FLOOR PLAN: .*40'c Complete to scale plan with dimensions. . Required windows for light and ventilation (Section 1203). � iRX, h(Ltri{ Co LktS Required windoV6f4ftsoQond exit Section 310.4). Skylights (Sec on 2 4 02Z 2603.7). t�+� �. Glazing in Hazardous Locations '(Section 2406). -PCO4 F �cc�S6 t Required room sizes, ceiling heights (Section 310.6). �e 6, O �, G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, •exterior for switches, receptacles, and receptacles maintenance of mechanical equipment. G� C% Location of water heaters, heating and cooling equipment, other electrical or gas equipment Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). <7 Fireplace and wood stove location, alcoves and clearance. L3-- Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. �L.0 F, Kim u G Three story building requiring engineered calculation$ an� Nl � Foundation plan complete enough to construct building. 9v-,&(,Q4,)f ,,�4f Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 8 Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. --1,Garage door and/or porch header sizes. 1 Stud heights. 0 Adobe soils - special foundation design. Retaining walls requiring design. 15 Special Inspection requirements. Header size. June 1997 3,2 MISCELLANEOUS ITEMS TO LOO&UT FOR: ,1' Stairway details: landings, rise and run, head clearance, handrails (Section 1006). , Guardrail details (Section 509). Brick or stone veneer (Section 1403). �(la� ► int, It �c I�v1�JA lit. �� 5 r=c l yO 3� �o Gam_ Exterior plaster - weep screeds (Section 2506). 5� Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). a! Foam insulation - protection. - 36" halls and stairways. .8r-' Living area over garage -complete 1 -hour separation required on garage side including supporting walls and posts. tO-~ Two exits on three - story dwellings (Section 1003). Xl' Underfloor access and ventilation (Section 2317.7). 12-- Attic access and ventilation (Section 1505). J-3^ Combustion air for fuel burning appliances - L.P. G. requirements. — Noise requirements on duplexes. 15. Energy design. W. ..' Flashing at all exterior openings. ,l�D.F. responsible area requirements. utomatic Fire Sprinkler Systems (Section 310.10) 19. For Ir�sp�ction Jacket: lood Hazard/Elevation Certificate RA Requirements Special Inspection Requirements AuUwratic-M>M Sprinklers 1 L t— Vut I lm- sh-r- Y- L L it �t--1- c�l� iS U 2. ►J k�'l u �t . 7 0 Lct, cwt L�� 4 r2t�Q ► �� (1. LOD June 1997 3.2 4 4.* v PROJECT PROCESSING RECORD APPLICANT: :' L Z '-9 Ea i 15=0 r 2 cy k OWNER: PERMIT #: A. P. #: WORK DESCRIPTI DATE DESCRIPTION OF STEP 2 — x t' i a a r x 4 f � - rp O 16 587 SF , rn , _ b REMAININGO 0 LEO V A J �w r d 9_ r w h li n, ` tay.• v 85 s m � I Q � s i i C15 SIZ co CO ;« I X00 LFSA O10x P `v I G o , Z 46 _ o APP—D Q P Butte Countyca v Envlror:-;�� �ae Health WELL "N .p w_ /c� I ---1� z Date )ri LiJ 0 Signature tore LFSA F s A U J a 0 ---------------- J , #22 &4 1 CAD SYSTEMS Q ♦ � 75 5 J _L GRAPHIC ARTS O `� WEB SITE DESIGN v P Q` h a P r Q J , 18i Q'Q 0 I , � Q h I 00 R R Mloe M Q 0 -WELL180' , 5 W C 0 R O 30 4 Z J O 100 � , 9 10 g L J ) 6 - 3 ti �o (AP NO. JJ-39-12)J-J- 50ACCESS J <G EASEMENT cv , 0 r7j PARCEL B 5 _ � 4 X N0. 87 788 , 8 PG&E J G 0 3 O -POWER 128.43' J GRAVEL DRIVEWA MacCad Inter -media 2 O Email: smacomb@earthlink J 173.76 _ DATE: �'- 164.75 2/15/01 `„W ''`� .0� Og � 20.00 6$D ,, ,► BRAWN: SDM N N 54DEG 36.40 W � 47 ..JOB #. 6 #3 /V 'rr r J HONEY RUN ROAD � � 55 FILE NAME: SCALE #21 � . G G '( CO P � 0 O .� 5� REVISION. O P 0 O . g F 2 #36i O - �. �. �� - SCALE. 1 — 50 P ,Cl Q .::. Elizabeth Devereaux Owers.ROOV SHEET #Nick Malone O��p PLOTSITE PLANo\O�EXTENSION Address: s. 296 HONEY RUN RD. PARCEL B. (9'X 6 r E Phone. 342-0419 4/11/94 GTS 3B, 300 CNAIN RB, RH J POINTS UTILIZED FOUND OR SET FOUND 3/4' SET CHISLED + INCONC FOOTING ` — x t' i a a r x 4 f � - rp O 16 587 SF , rn , _ b REMAININGO 0 LEO V A J �w r d 9_ r w h li n, ` tay.• v 85 s m � I Q � s i i C15 SIZ co CO ;« I X00 LFSA O10x P `v I G o , Z 46 _ o APP—D Q P Butte Countyca v Envlror:-;�� �ae Health WELL "N .p w_ /c� I ---1� z Date )ri LiJ 0 Signature tore LFSA F s A U J a 0 ---------------- J , #22 &4 1 CAD SYSTEMS Q ♦ � 75 5 J _L GRAPHIC ARTS O `� WEB SITE DESIGN v P Q` h a P r Q J , 18i Q'Q 0 I , � Q h I 00 R R Mloe M Q 0 -WELL180' , 5 W C 0 R O 30 4 Z J O 100 � , 9 10 g L J ) 6 - 3 ti �o (AP NO. JJ-39-12)J-J- 50ACCESS J <G EASEMENT cv , 0 r7j PARCEL B 5 _ � 4 X N0. 87 788 , 8 PG&E J G 0 3 O -POWER 128.43' J GRAVEL DRIVEWA MacCad Inter -media 2 O Email: smacomb@earthlink J 173.76 _ DATE: �'- 164.75 2/15/01 `„W ''`� .0� Og � 20.00 6$D ,, ,► BRAWN: SDM N N 54DEG 36.40 W � 47 ..JOB #. 6 #3 /V 'rr r J HONEY RUN ROAD � � 55 FILE NAME: SCALE #21 � . G G '( CO P � 0 O .� 5� REVISION. O P 0 O . g F 2 #36i O - �. �. �� - SCALE. 1 — 50 P ,Cl Q .::. Elizabeth Devereaux Owers.ROOV SHEET #Nick Malone O��p PLOTSITE PLANo\O�EXTENSION Address: s. 296 HONEY RUN RD. PARCEL B. (9'X 6 r E Phone. 342-0419 OPEN TO BEDROOM BEDROOM Co 3'-5" Co N 6'-0" NEW DRAWING ROOM C2140H C2140H 6X6 4043ARCH 6X6 Electric POST -91-0" t " . 9 -0 Framing t Roof 2-0" MacCad Inter -media Email: smacomb@earthlink.net DATE: DRAWN:SDM JOB #: ' FILE NAME: REVISION 2/13/01 SCALE: 1/4" = 1' SHEET#1 FOUNDATION FRAMING ROOF ELEVATIONS ELECTRIC ` ROOM EXTENSION 11 NE 296 HO Y RN RD U I T YT i rhis sef oflaps P 4nd specifications MUST be cepfi on the lob at all times and it is unlawful tc. y. ew make any ch nges or altarations on samer a without f r� written r-�-rmisson from the Department of Public Works, County of Soft. � � � =�, AA c NOTE-,All Materic!s 'workm nship Shall Be 1n o, 0 ws .,1I �- .. °�c ends' �CC€3�'cl "3 !z � �A� �C9r a �.,. e i r � i,� C. v) CT C1 sfy i�° . ' 04 .::r V; ; �!i,"r la ;thy a p� e �a i w Unifo.nn3 rviik:invii i"ii:..Ial:: Z; li1achwilcal Code3 irin 'I the i`lot'sssnal Electrical Code. x D � ` �a setback of 81t. from the fir �! property lines and a sothacl >J < - o of 50ft from `the road 0 t� r G Centerline shall be, clear o „ ` 019 Jl J a �,, 2 r4vr U 4 Util I I i IT BUILDING DGP6RTM't--' J o i-73.7AlC"` f* i (1.,� `- t I, Ir ,, i 1. 4 i. i, I� rf i { f , f{{ 1' i f i i r ............ , �_...., M NJ