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068-400-006
068-400, • o o ®(os- y0.0®% ,I I 068-400-006 01-3048 HALL, MALCOLM 31 ROSEMEL CT, OROVILLE CONT: MALAMAR CONST NSF W/GARAGE hal 5 -16-o?- 068-400-006 IS-o2068-400-006 02-0397 MALAMAR CONST. INALE ;l ROSEMGL C-f., OROVILI "14"p3 CONT: .MALCOLM HALL OPEN DECK f _ 1 i) NOTES ' a i RESIDENTIAL 068-400-006 .02-W9 MALAMAR CONST. 31 R08EMEL CT.., OROVILLE CONT: MALCOLM HALL OPEN DECK i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL -INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 2 -RA Signature V = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch :3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1: Zoning. Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged. 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS CARPORTS GARAGES (Plans) OK except #'s orifi Requi ements-Setbacks-Easements ' Foot' Soils -Size -Depth -Spacing -Connectors -Steel FINAL (Plans) OK except #'s ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date /%,�O',� Date Card 13-1 Date - Card B-1 Card B-1 . Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.' Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche -.- Date Card B-1 Date- Card B-1 Date Card B-1 Date - Card B-1 .T...4.,. ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (.c Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes C) No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform it Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 rifiltration- Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld./Drive J Yes J No/Walks J Yes :] No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE TELEPHONE SO. FT. OCC. BUILDING VALUATION 210 i�470.00 . OWNER'S MAILING ADDRESS 29 ridgelinp rt, aroville 99966 CONTRACTOR'S NAME malcolm hall TELEPHONE CONTRACTORS MAILING ADDRESS 29 ridgplinp rt, orn 99966 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. FilingFee y $ 80 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 31 ROSEMEL CT, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT ltn ee 20.00 Each Trap T.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service *...v 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 /l Lic. No. 790713 S' 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 `� t0 construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 1OCU00A 46.00so WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.50FT_ HON -REBID. MULTI -OUTLET 97.50 POWGERLE APPARATUS 8 SIN OUTLET CIR.�(, OCCU OUTLET OR FIXTURES B20 p 1.50 Ex. Occup. oFurLEEDTSA RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure -for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 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 f f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall Wr 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. XJL Date 3`S 'O J- Signature o Ap Ii -cant - ❑ Owner ❑ Contractor p 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 $ 78.00 HAZ. D. FEES IMP FLOOD COF PARCEL I PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ) By PERMIT APIRES ON the applicable provisions Resolutions to do work been paid. Date ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT =.:,.= :++:.w•aiin.;3;_.�ir�.;�.:�r.,; .s�;:rvr---—ti....,� ' inn r,�a-...«:...i".ra�c.:,g/�iarifia�i:.'+c'�'i'^w:�''r--.,._....,...f w...,�,,�,y.vey,_au�,`:*",+..'Yc:.;:'.��,�`%'� y ' SERVICES -BUILDING DIVISION COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT 7 County Center Drive,`Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ° 1 G ASSESSOR PARCEL NUMBER 6 - ra WCo Proposed Building Use: 1 Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR mar d NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ,0""2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. O 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... O 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ................................. ..., 6. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: _(B)Parking:,- (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for ? required ................ ❑ 23. Contractor's license information. (Number) Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number.x............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.........................(.......................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 0 28. Manufactured home utility clearance....................;.......................................... O 29. Existing violations and/or expired permits..............:......................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ O 31. Other: When issued Telephone and hold for pickup. I have been i fo med ofth bove items and requirements for obtaining a building permit. Applicant: Date: a -o' S ,0 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counte , "y Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Plan Check Letter FROM.-: 'HALL CGNSTRUCT-IONAr I.0 FROM : CNS ;lns,�l;aL :. PHONE NO. : 507455 0442 May:'07"2002.01:40PM P'1'- FRX NO. 530-894-2475' May. 67 2002E©©:'OF iM P1 CUMATE flloo FIBER GLASS B 7INc W66L Your home his been prafessiianallY hisulated to provide a guaranteed,thermal resistance. t Ayor�sss �i 10W.$G FT.. : ' ./ NE! COYINtgGE MiN15AU lA VVeaw PHI SCL Ft , TO Otssfn ate ' fmly,(nifplt ira�Gad I 4ruxF�fnre Zap + , eoAenvr rAoss t3it big aejj [Q 77ia tttsi M firer ��!�� nsiaua>ad , r>� ��^•. shaald rot ' %d &W jilbabi i98t+. wit corer �y; � RECORD OF INGTALLPTIOW,l bei ' 0.J NYW i:/it'StiaUO^«)ti E1LOWINO WOOL ... IP $QTAOl31: _ - OAT S'AHD ROLLS` ' 0.17E ibs. (Q y "-VALUE 7MIGfMSSS AREA UYSUTATFp 0.6391bs. P.taaorrr T�Iitr"lt &V Puu'r-nu& 1 1 6 88.4 94- ft . d.3ti5 lbs- ' INs�IaTrOu i7.2. � ` �1IMiL4 t). BAGS us=t1 CellJvlal� '�'- 11 S elm 1 .. M 1f3i:.in- � �.a >�: � 0.66s)lbs. ff UQ R' P=WQ6v INWLeMON ^ WAIJI ' IN.' v'r. V0 lbs. 50 r I 2f?i61n. 85:5 28.2 cc. ft, O-W61bs. T14K7cvF.SF nF I?SULATS0�4 'tb:8(.4) (IF Parvrc)VS :\'SVLAMON 1V A -M 43.0' at sfi, k 1.07616'. Rr W,0. OF Il;3UTAMIN R UAW t'l'Ofl OA/' 1AfMf- W' A! t'A a It -VALUE: MINIMUMYMNIpMIIM TBICCEt S. 10W.$G FT.. : ' ./ NE! COYINtgGE MiN15AU lA VVeaw PHI SCL Ft , TO Otssfn ate ' fmly,(nifplt ira�Gad I 4ruxF�fnre 771 7amber°f per ZaOD sy. � + , eoAenvr rAoss t3it big aejj [Q 77ia tttsi M firer ��!�� nsiaua>ad , r>� ��^•. shaald rot ' %d &W jilbabi i98t+. wit corer �y; � bei ' i.l. 5i4ir . A0. 144aq. f2 0.17E ibs. 125 79.9 ael. {G 0.6391bs. RR.. ' , .: 10 tri. 1 1 6 88.4 94- ft . d.3ti5 lbs- ' 1S1Sin., i7.2. 58.4 sq. Ft d.45� tEa. 30lain. eO:O ' � FA.O 71Q. ft. 000 lbs: .. M 1f3i:.in- . zs:�� .. �.a >�: � 0.66s)lbs. ff ; �o� W$ � V0 lbs. 50 r I 2f?i61n. 85:5 28.2 cc. ft, O-W61bs. 60 ?,gk in, 43.0' at sfi, k 1.07616'. Iv9ULaYtoN Co!�'s�CrO& 81GY+1iV � D�'!'ga'7 I, FHON HUaL° 3UtLp'M SIGNJISL RZ DATE TTS • pIiONE c. Tare en. ?a. no. Stat o.l..e. a,w?"Alm .,.,,__.� -- _— 'Of NOTES RESIDENTIAL 6 �'YS.PERMIT NOf 688 4G HALL, MALCOLIVI"` -` 31 ROSEMEL CT, OROVILLE CONT: MALAMAR CONST NSF W/GARAGE .i SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY Address aLI , GAS Meter Dat j ' JOB FINALED (Date) Signature ' ✓ = OK Card B-1 Date .,Card B-1 0 - Nbt OK Card B-1 Date Card B-1 - = Not Applicable MOBILE HOMES " = Not Ready: Zoning Requirements -Setbacks -Easements Date `. MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location-Test-Fali-C/O-Concrete' 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7- Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date .,Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s `. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line ' 3. L Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements. FINAL (Plans) OK except #'s 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Setbacks -Easements 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails = 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing t 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Elec.; Receptacles and Lighting, Distance-GFI 6. Carports; Windows -Doors Elec.; Pool Lighting; 15 Volts-GFI 7. Electric Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 9. Siding; Nailing -Veneer -Stucco -Mesh Elec.; Grounding;'Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane boards- Ins. to Main in Conduit 10. Roof; Shthg-Roofing 4 11. Ext.; Steps -Doors -landings Plumb.; Cir. Test -Water Supply Test 12. Braced Wall Panels Light Niche Date Card B-1 Date r Card B-1 Date Card B-1 Date Card B-1 ' Date FINAL (Plans) OK except #'s " 1. Setbacks -Easements f 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness y Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed i 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1 8. Elec.; Grounding;'Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card 3-1 Date Card B-1 t • b 1 F - i I f -� ✓ = OK 0 = Not OK - = Not ReadApplicable = Not Ready ELECTRICAL (Permit) OK except #'s RESIDENTIAL (: Date . derfloor (Plans) OK except #'s 25� Boxes & No. of Conductors Stapled oning•Setbacks- Easements • Flood -Slope Romex Installed Close to Edge of Studs & C.J. 27.E t ain; Soils-Elec. Grnd.-/l 7f► g. Depth 28. 2 Apiltiance Circuits in Kitchen & Conductor Size GFI tg., Garage; Soils•Steel-Elec. Grnd.-/j7 _C,.Ftg. Depth Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 4. Ftg., Porches & Decks; Soils -Steel-/ / Ftg. Depth 69. 5. Stemwalls, Main; Steel- Blockouts-Wrapped Fireplace or Stove, Clearance -Hearth 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 72. 6a. Hold Downs and Special Anchors Elec. Outlets & Receptacles at Kit. Counter 7. Slab, Steel -Wrapped 75. 8. Pi rs`Fireplace Ftg.-Steel Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. D.W.V.; Fall- Fitting -Test -2 Way C/O -Sewer Test 78. 10. OF s Pipe; Size Anchors - Yard Gas Piping; Size Test Insulation -Foam -Looked in Attic ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1 enums & Ducts; Clearance -Material -Support -Ins. irder •Sills -A r Bolts-Joists-Vents-Crippies Access entilation 6. Insulation Date &?i Card B-1 Date Card B-1 Date Z 7 Card B-1 y4v== Date Card B-1 Date a T PLUMB Permit) OK except #'s WAer Htr.; Vent -Access -Combustion Air Baffle Wat r Pipe; Test & Anchor -Nail Protection st Fittings & Anchor -Nail Protection /Shower Pan; Test, First Floor -Tub Access 21. T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 10 . lec. Receptacles Spacing -Lights & Switches at Doors 25� Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27.E 'p. Ground made up w/Mech Fasteners -Bond Gas &Water 28. 2 Apiltiance Circuits in Kitchen & Conductor Size GFI 29- Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 68. ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes O No Date r Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 4 . Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 43. raft Stop in Walls (rat proof) /4< F're Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46: angers -Post Caps -Anchors -Connectors 4 ling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4aelfireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 53--darage Fire Protection Framing �c Property Line Firewall & Openings 52!fx_t. Doors -One 3' -Check Garage 3rd Story, 2 Exits M_. tairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers _56-60-T- Nailing Veneer Stuc esh-Drip Screed -Fd. Vents -Un erflr. Access 5 I g Area -Glass Protection -Skylights -Plastic Sh Walls; Nailing -Bolts B Interior/Exterior !211 Pan jf�5n io -W -Ce iIin s Infiltration -Walls -Windows Date 31. Service -Riser Conductors & Ground Main Disconnect Card B-1 Date Card B-1 . Equip. Clearances Panels-Motors-Mech. Equip. / Date 3 3 othes Closet Light -Shower Light -Spa Light moke Detector Card B-1 Date Card B-1 Date 65. Card B-1 Date Card B-1 Date Bedroom Exiting MECHANICAL (Permit) OK except #'s G.F.I. & Bath Fixtures & Tub Access -Spa 68. A.C. Ducts Insulation & Support 69. 3 ut Fan, Exhaust above insulation Fireplace or Stove, Clearance -Hearth 71. Condensate Drain & Overflow, Size & Grade 72. 38 ur ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Elec. Outlets & Receptacles at Kit. Counter . Attic Access & Platform if Furnace in Attic Date r Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 4 . Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 43. raft Stop in Walls (rat proof) /4< F're Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46: angers -Post Caps -Anchors -Connectors 4 ling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4aelfireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 53--darage Fire Protection Framing �c Property Line Firewall & Openings 52!fx_t. Doors -One 3' -Check Garage 3rd Story, 2 Exits M_. tairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers _56-60-T- Nailing Veneer Stuc esh-Drip Screed -Fd. Vents -Un erflr. Access 5 I g Area -Glass Protection -Skylights -Plastic Sh Walls; Nailing -Bolts B Interior/Exterior !211 Pan jf�5n io -W -Ce iIin s Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Driv -o/Walks Yes 0 No/Planters 0 Yes ] No 83. Stucc Bro -Finish �✓% /y fy Z1,�� 84. A.C. Unit Disconnect, EteUtcai-F46mbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections fro vious Inspections 91. Gaseters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION ,4 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE R ' PE A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ' COUNTY OF'BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) . APPLICATION AND PERMIT 01-3049 ASSESSOR PARCEL NUMBER ZONING 068 -hon -006 AR B U I LD I N G P ER M IT OWNER TELEPHONE OWN'6'141110 NAALL `1 COM COR E TELEPHONE COM 1;81- 4010 CONST LE SQ. FT. OCC. BUILDING VALUATION IR 105,694-00 6 11 1 Fireplace LENDER'S MAULING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ p ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ . BUILDING ADDRESS 31 ROSEMEL, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME 152 - 15 17 .32 ACI PARCEL MAP PLUMBING PERMIT If g ee 20.00 USEOFSTRUCTURE SF & Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0015 00 Each gas water heater or vent 15.00 TYPE OF WORK New A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF W.IGARA ,E Gas piping system i - 5 outlets 15.00 GO Building sewer 15.00 ' Mobile Home I S I G I W @20.00 1 PERMIT FEE t ELECTRICAL PERMIT Iling Vee 20.00 Main Service 20 AORlESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class p� Lic. No. s % y %J``(j OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 Main Service 20A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. OR ADDNS. ( DW: ACC. BLDS. s0 3.50 FT -94.20 .-, ET ,N,ipN.p�,pT MULT' O. -,m. 97,50 Poo APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 1'� BAS p .50 Ex. Occup.. oFIXuri' RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT FiliKd Pee 20.00 Heating 19-00 1 9-00 Cooling Hood 6.50 6 50 Ventilation 00 PERMIT FES $ o Policy Number (The above sections need not be completed if the permit is for work 13i 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 compensation provisions of section 3700 of the Labor Code, I shall orfhwith comp with those provisions. Date U-349 -® 1 Signature of ` pliant - ❑ Owner O'Contractor ❑ Agent An OSHA per 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$ RT c®lKb1T. TYPE T AL FEE $ 1,627.35 HAZ. _ D PE IMP x I FLOOD X I COF PARCEL X I PD Xorkers' I HD SUE This permit is hereby issued under the applicable provisions of theutte County Code and/or Resolutions to do work ind' ate above for hich fees have been paid. T 0 Zi B 2106 PERMIT EXPIRES ON 3 I f Date ReceiptNo. 33% Z �- -" .5�`'�' WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT "'Yir �• 'p.1 �y ,'ti+�• '1 '�w—/ ^-�'rt{"`i •\.;,g". 1�..� �' -^'. -..-��'dh.�=.,.—.t�.`LJ,.s.r-�.r-�.+..+._."'�,+��•........ _.,./'-•, ^ - r CO"TY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION Fp♦� � i. • 7 COUNTY CENTER DRIVE--.OROVI)✓LE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET &f,4 OWNER t da4wASSESSOR PARC J�MBER: Proposed Building Use: Building Inspector: v`-� Date: At time of permit application, I was advised the following data must be submi to prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted...;.........................................................................................................— ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... _ ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................ _ ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... _ ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form ............................................... . Manufactured Ho Data and Installation Instructions including Tie Down Specifications .............. Feesof $ 1co.......................................................................................................... 2— 1. Impact Fees as shown on the attached schedule : ...... .................. .............................. California Department of Forestry Plan Approval/Fees/? .`.. 13. Flood Elevation Certificate............ . ,............................................... 4. Sanitation and Plot Plari Approva A ' ental Health Department.......... ❑ 15. City of Chico Plumbing Permit............................................................................................................ ;(] .16. Plot Plan and Business License Approval from the City of Biggs ....................................................... '7. Planning Approval for (A) Use: n l< (B) Parking: ........... 8. Contact Land Development about ❑ Improvements, ❑ Drainage egal Parcel ........................... 19. ncroachment Permit for Driveway (construction approval prior to occupancy) ............................... Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number............................................................................ ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed'to Owner) ............................................. 24. Letter of Signature Authorization............................................................... ......;.......... ............ Recorded Copy of Agricultural Acknowledgment Statement.............0....... t...�Y.4.'........ 426. Letter of Intent on Building Use/Detached Accessory Building Form.... .................................... ❑ 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. $ ..................... LY 30. Other .................... When you issue the p� m'tLpr c s is follows: L] Mail to Owne ail to C ntractor. 46Telephon aTid hold for pickup t offi ❑ Deliver with Inspector. ST7 ,JC_T-p p C�Applican Date: ,��' 30^0/ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollutio Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, r Dat 1. Index permit Application for the above items numbered: U 2. Additional items req aired: Contractor, designer, was advised of the above required data by: dphone, ❑ mail, ❑ Building Division c anter, By: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Dj� Ocxn counter, By: Plans"reviewed by: Date: Plans reviewed by: By: ❑ Plan Check List W Date: r v — Date: — Date: — Date, Date: ' Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: 2-� = Date: Yellow Copy - Department off€ Development Services - Building Division Y!'Sy:;"`r„`•y�;iR+i'�a"i•+.��NYt"2r�1'"T•OrwM.t?'s.rh`T,l:�t'd+M'c�i•.x"'iW-'h"K�`i^.ry%rkr'rr��r+vY..i=S4ryn'4:'.a,:stY�w�>.'Mdiivw,�.'�,: .o .yi: m«tx»rbie5'i+'�"�..r+etn+..e�,..in.^ps-'t•"rfV+•�'1`�Teu..s•i^;Krr tnsu�r... �,.,,... BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ' F ° '(One form per Building) School District 0�2 OV L /�-� M N� 1� Y Building Department No. 01-3o48. A.P. Number (D6._,8 — 4oU -00(0 Jurisdiction:, City County Property Owner Ix 1 A UCC f% L L, Property Location/Address 3i 12 CD 5 "�1/l E L, a �G-C7�/ L. L Subdivision Lot No. Residential Development ........................................................................................................... No of Living Mobile Home Addition/ •Supplemental to Units Installation Conversion Permit # : '(No foundation irispecti ` Commercial/Industrial. ............................................................................................. New AddRion. s Building Department Representative (Floor Plans reviewed by School District District Identification No. .School District certifies that Sq. Footage 1 -1 ,s(o (Group R) Sq. Footage (Including Exterior 'nRoofed Areas) Date ::-_, �e.-44vt_ a� '.i(Applicant) (Street Address). (Phone Number) (City) (State) (Zip Code) ' :{ has complied with the requirements of No. / -QQ_Q by payment of $ representing - square feet. AB 2926.11 y • FULL MITIGATION a. Representative Paid by Check # , Remarks: Date. Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with r Government Code Section 66020(a), within 90 days from the date'fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicantl, Yellow (building department), Pink (school district)- feeform.xls (10/98)dmm r A • I 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 (i(.t;G//, A.P. PROP SED BUILDING USE "�r" DATE • RECEIPT # WDATER1. BUILDING PERMIT FEES-- Balance Due ....... ........ $2� -- Additional Fees Due ............ ' $ . •' -- Additional Fees Due ......... . , �$ ' -- Revised Plan Checking Fee ..... . .. $ , 2. SCHOOL DISTRICT FEES (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.) . t x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) ; v 7. SRA FIRE INSPECTION AND PLAN CHECK �Q ~ $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 bep aid prior to issuance of the building permit; These fees may be c anged during the an checking process. ; i LICANT DATE / ,3 O 0 Pursuant to Government Code ion 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 ' , 3 • (Rev. 2/97) , ` ENCROACHMENT PERMIT COUNTY OF BUTTE u DEPARTMENT OF PUBLIC WORKS 7 County Center Drive u Oroville, CA 95965 u Phone: (530) 538-7681 u Fax: (530) 538-4356" Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7339 Permit Number Q 700 District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and g9neral laws: All information except signature must be typed or legibly rinted. 1. Applicant's Name: p� u�L 1a. Company Name: L-A Wt4-41-'— Cis 2. Address: 20r r/J t � 11 3. Phone: 7"� O 4. Assessors Parcel Number. 5. Location of Work to be Done: - S L 7 6. Applicant's Sign PP ' 9 7. Date: � —(r —© 2. CONTRACTOR'S INFORMATION 8. Contractor's Name: 9. Address: 10. Phone: 11. Fax: 12. Contractor's Number. 13. Certificate of Insurance: Yes 6 No e 14. Contractor's Signature: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. Conditions QG s; o J o i n TAt e-ci Co, -6 i O 5's Je a or a'r v resent . Underground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 20. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions O 21. Date Issued: / - , O a22. Expiration Date:a/ / 0'.3 23. Surety: Yes No ❑ Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. tt :s understood arc agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any wcrx under tris permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will ye cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be cn;ob at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave.the County Highway in a thoroughly neat clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment until such time as the Permittee may be rerieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed -by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. r 5. No material used !or fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit shall assume full responsibility for all liability for, personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90 o) as determined by Test Method No. Calif. 216-0 of the Materials and Research department State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8' lifts, and be compacted to a relative compaction of not less than 95°x. Material fcr use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. ,r .. .a .t 3:rr c�! r. F`r � r �,�". s, t "' .I ..�`�,• }j,� .>Y.. �fI 'It_ ::f i�� .f .1a• All installations, parallel with roadway, shall be placed as close. to the right-of-way rine as, possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as goos as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (21 of asphalt concrete over eight inches (8') of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work 10. The future safety and convenience'of the iiaveling public shall be given every consideration in the location and type of construction. Permittee sha0 cause to be placed, erected, and maintained alj'war6`1ng signals, lights,: barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the constrx'aon work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. SITE .PLAN REVIEW APPLICATION Date: 1 2 O' 1 �AP# y (_)o — o0 Permit Number (if applicable) 0 — 3O APPLICANT INFORMATION Parcel Size: ► — A C_ Owners Name: Owners Address:" PO T_:�Sd'c ) DCO 1 O W PI -1 -VI Q Telephone No.: Li L-►' Situs Address: 3) 6ZOSe r 1E L. C -T Proposed Use: << r r r , Residential ® New Single Family Residential ' ❑ Single -Family Addition - ❑ Single Family Remodel ❑ ivlobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel +T_ railer ❑ Multi -family ' Non-residential , ❑ New Commercial ❑ Commercial Addition y ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other .Q Septic _ ❑ Well ❑ Agricultural Exempt Building A i ❑ Other: _ Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE . DEVELOPMENT SERVICES INFORMATION (For Stall Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved B� Date 2— Li -� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: t6 'Z-0 — d D ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front I �p Side Side Street Rear Height Waterway i N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Deyelopment Fees �1. Standard Fees Amount Formula ❑ Fire ❑ School* - t 17 Parks/Recreation A . Cj Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 r ❑ Chico Urban Area = Road' " . ❑ _ Thermal -Ito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road. Improvement Y N' ❑ North Oroville Area 1: . ❑ Other (per map) f f , ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By t` , Deeds: Date of Creation: Legal Access Provided: .•❑ No , ❑ Yes Deed of Reference:. Legal Access Required 0 No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑' Yes, Road Name: • . 'Complies with County Standards for Deed Creation: ' ❑ No❑ Yes' Comments: , El 'Parcel Deemed`to be legal Fl -Verify Legal'Paicel❑'`Verify Legal°Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance r ❑ Obtain a Merger ❑` Obtain a Lot Line Adjustment. ' Complyiwith Old Subdivision Lot Ordinance (Maps recorded prior to,Book 11 of Maps Page 23). ❑ Construct road to: '' ❑ Meet Parcel size -required by zone ❑Meet current Environmental Health Department requirements .. Page 3 of 5 Subdivision L1ap'Parcel Map: dr _gE Map Date of Recording Lot: Li Book: IS) ❑ Use PermIUMinor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 )S/)7 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 January 2, 2002 Malcolm Hall 5913 Kibler Road Paradise, CA 95969 t a Department of Develo merit Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 '(530) 538-2140 FAX Assessor Parcel Number: 068-400-006 Building Permit Number: 01-3048 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: Please put all exterior header sizes on the plans, including the garage door headers and porch beams. Please indicate the window types (i.e; single hung, slider, .casement, etc) for all windows so that I may check for adequate ventilation. For some windows it is not evident from the floor plan or the elevation views. Please show the location of your furnace and AC unit. STI&CTURAL COMMENTS: . Please have your engineer calculate the span of your 4x8 girders. I do not believe they will 1-9�an 8'6".. ease show the size and location of the posts supporting truss C3 on the floor plan. 3! Trusses B 1 and B2A bear on a wall between the dining room and the family room. Please ovide support under this wall.— T sses C2 bear on a wall 'between the family room and master bedroom. Please provide support under this wall also. The A3 trusses bear. on the front an�walls of the house and cantilever over the front and rear porches. Is truss A3A supposed to.do the same? If so, please provide anew truss detail or that truss. 4X 1 Z The rear porch was not included in cross section A. Please revise the section to include it. � c��°fie �� •�7". Provide shear transfer detail depicting installation of the H1 and A35 clips specified in the structural calculations along wall lines A and B and key detail to the roof framing plan. ,,8. Provide shear transfer detail depicting installation of the A35 clips specified in the structural calculations along wall line D. Provide detail of the portal frame and ST6224 straps specified in the structural calculations along wall line D. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $15.00 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 3. Provide copy of a LOAPUD plumbing permit for sewer connection. 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions ' should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. , Sincerely, ±pson Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Michael Mooney 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200 1 —006 1 525 Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:16PM 26 -Dec -2001 REC FEE 7.00 CONFORM .00 Fay Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required thisacknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. / All that real property situate in the County of Butte, State of California, described as follows: The land referred to herein is situated in the State of California, County of Butte, and is described as follows: Lot 6, as shown on that certain map entitled, "Melrose Estates", which map was recorded in the office of the Recorder of the County of Butte, State of California, on February 15, 2001, in book 151 of maps, at page (s) 15, 16, and 17. Date JUNE 8, 2001 State of California County of BUTTE On JUNE 8, 2001 PROPERTY OWNERS: MALAMAR CONSTRUCTION, INC., A ee' C NIA CORPORATION M COM I. HALL, PRESIDENT before me, PENNY C. ENGLAND, NOTARY PUBLIC personally appeared MALCOM I. HALL personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: A.P. #_ 0 19 9 - fid - 00� €;r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded11 . 26 -Dec -2001 2001-0061525 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this -acknowledgment to. be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: The land referred to herein is situated in the State of California, County of Butte, and is described as follows: Lot 6, as shown on that certain map entitled, "Melrose Estates", which map was recorded in the office of the Recorder of the County of Butte, State of California, on February 15, 2001, in book 151 of maps, at page (s) 15, 16, and 17. Date JUNE 8,. 2001 State of California County of , BUTTE On JUNE 8, 2001 PROPERTY OWNERS: MALAMAR CONSTRUCTION, INC.-, C -NIA CORPORATION M COM I. HALL, PRESIDENT before me, PENNY C. ENGLAND, NOTARY PUBLIC A personally appeared MALCOM I. HALL personally known to me (or proved to me on the bans of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. A.P. # Seal: PENNY C. ENGLAND Cane4sion $1240914 Mtr CPS1 Novy Pubtic lotto CMM, Csiaana . 1y Conwh" Exp. DEC.. 3, 2003 D PERMIT NO.: 1-02 Lake Oroville Area Public Utility District 1960 Elgin Street , OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy'permit whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. , Date: January 10, 2002 Applicant: Malcolm Hall Malamar Construction Applicant Address: PO Box 1001 Owatonna MN 55060 Applicant Phone No.: 507-455-0442 31 Rosemel Ct Oroville, cA 95966 Property Locations(s): Melrose Estates Lot #6 A. P. N6.(s): '068-40-006. Feesdue: All Fees`paid. New single family dwelling. Application for service approved: PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: \ Date: e RESIDENTIAL PLAN -REVIEW GUIDE. SINGLE FAMILY DUPLEX AND MISCELLANEOUS ONLY f. " OWrier: Building Permit Number: Plans Examiner: A. P. Number: GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application Existing violations on the property. -Recorded notice of violation.. ` Building permit valuation. PLOT PLAN: ; Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel :Wp: + r Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender Q Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary' Route setback requirement 8 Buildingor utilities across lot lines r (Lot merger approval by Butte County Land Development.) FLOOR PLAN: lans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10%o of natural light and 5% -of ventilation (Uniform Building Code'section 1203). t Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net ` clear openable height dimension shall be 24": The minimum net clear openable width dimension shall be 20". Wth When windows are provided as a means of escape or rescue, they shall have a finished sill height not more an . -,44" above the floor (Uniform Building Code section, 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code"section 2406). Habitable space shall have a ceiling height of not less than.7 feet 6 inches. except as otherwise permitted in this section.. Kitchens, halls, bathroortis and toilet compartments may have a ceiling height of not less than 7 feet, measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1).. All habitable" rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be ised for sleeping`purposes, bathroom, clothes closets or in a closet or other confined spaceopening into a bath. or bedroom (Uniform Plumbing Code section 509.0). j . Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable, as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section' 304.5).' Garage firewall separation = required on garage side including supporting wallsand posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space &'223 unconfined space &,304.2)'. Smoke detectors (Uniform Building Code section 310.9:1). " Page d of 2 Water closet clearances (Uniform Plumbing Code 408.5). hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). RUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). orch header size(s). ypical header size(s). Stud heights. High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. ,Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: I. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 25- 0" 0,/� 44 X' rr FROM' HRLL CONSTRUCTION INC PHONE NO. :17507 455 0442 Apr. 01 2002 06:23PM P1 CLIMATE PRO'*' FIBER GLASS BLOWING WOOL Your home has been professionaRy insulated to provide a guaranteed thermal resistance. I�X. I . I HOMEOWM-R's NAME A nDRE. ss 0TY Q V1 STATE ZrP BATFS AND ROLLS CEILINGS I� RECORD OF WAL.1-S 1.3 S/Q 14 1111 fl, 6 nQ. m SLOWING WOOL : 'W New Co N*tmum.9N IN. — L! If R-tTRnf1T- MINIMUM WEIGHT 0 RVT;toFjT. I)EPTH OF I'REVIOUS I N1,11 IOWISCL I T. ;zs INSULATION ASLPA, 111SUL.V", EsIIMNITI) The nvivxbff of M.". 6n, -w of 50. FT. IC -VALUE Ov insuimon insulation PREVIOUS biSmAxioN this bagshould THICKNESS OF IMULAMON I NN TYPE (.q) r1r, PREVIOUS Should Izol b. Im-than: net -area sA(,uhl wit. be kis than: INSULATION IN Arnc nju ilaticIn should R-VAvjEOP1NSVIA-FA0N STATE ZrP BATFS AND ROLLS CEILINGS I� III WAL.1-S 1.3 S/Q 14 1111 fl, 6 nQ. m IN. Q. IT IN. _a_n SQ, PT. IN. — L! SQ. FT. IN. — SQ FT HOME BuILDFUS.IC NATURE DATE ('.0-APANV ADDRESS PHONE Johns Manville 1116154 11" 1._n , cwwatw ,.TOMS Manville Comarow. P.O. Rn- 5108. Denver. CO 902IMIM InternAL hfI1P:/A--.jrA.earn. F- .,. Int-6ti, can 1-00065's-3103. % CLIMATE PRO. BAG WEIGHT - 25 I.S. NOMINAL R -VALUE MINIMUM THICKNESS BAGS"PE MAXIMUM MINIMUM WEIGHT IOWISCL I T. NETICOVERAGE' PER'S& FT. The nvivxbff of M.". 6n, -w of The wight pff kyr insuimon insulation per MOO w. P. ul this bagshould I NN (P) Of.. Should Izol b. Im-than: net -area sA(,uhl wit. be kis than: UI co%w more than: nju ilaticIn should norbi lux. outm. 51i in. 7.0 142 sq: ft. 0. 176 Ibs. 19 8'A in. 12.5 79.9 sq. ft. 0-313 Ibs. 22 10 in. 14.6 68.4,sq. ft. 0.365 Ibs. 26 11Y, in. 17.2 58.0 sq. it. 0.431 lbs. 30 • 13 in, 20.0 50.0 sq. ft. 0.500 lbs. .18 16% in. 26.3 38.0 sq. fL. 0..Wig Ibij. 44. .30.5 32.8 ft. 0.763 -lbs. 50. in. 35.5 28.2 sq, ft. .0.886 lbs: 60 23 Yl - in 43.0 23.2 sq f 1:076 lbs. INS11TATION CoNTRAcrm SicNATuRE. DATE Qtm. ,'� AL)L)RrS$ PHUM 42 't HOME BuILDFUS.IC NATURE DATE ('.0-APANV ADDRESS PHONE Johns Manville 1116154 11" 1._n , cwwatw ,.TOMS Manville Comarow. P.O. Rn- 5108. Denver. CO 902IMIM InternAL hfI1P:/A--.jrA.earn. F- .,. Int-6ti, can 1-00065's-3103. % MICHAEL MOONEY• CIVIL ENGINEER RCE 20647. Job Number 101-10-211 Page I Job Name Malamar Lot 6/Malcolm Hall Const. l AP# . Date 11-29-01 Analysis UBC 1997 Dead Loads. Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15.psf. 16.psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp . 2.5 Insulation 1.0 17 psf. Floor Plywood 3. Framing 4. 40 psf. Insulation 1 8 Psf. Wind Loads P=CeCggI where. Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof 'q,—.14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5Cal W/IAA r Ca=0.36,1=1,R=5.5/4.5 Q FES Soil Bearing 1500 pounds per square foot Friction = 0.35 0 Lateral bearing = 250 psf/ft. BUM C HT' - �F C/VIS au ILDING DEPARTMT OF CALF PPROV r-=�02F 'tij V a C s i i V a C s i i 1 i Lrz- U'l . L' S` 2 CL ���5 r - 1 LKEKA-L "U'l9C..tg9-J CA) Li �j e C-eTKL7 esu W, Qo. 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LOCATION ON PLANSlCALCS: COMMENTS: Y I t PLAN CHECK ITEM # RESPONSE BY: LOCATION N PLANS!CALCS: COMMENTS: /1 PLAN CHECK ITEM # RESPONSE BY: JLOCATION ON PLANS/CALCS: ENTS: PLAN CHECK ITEM # RESPONSE BY: .00ATION ON PLANS/CALCS:-- N f kNVC \J RESPONSE FOR PLAN CHECK LETTER DATED: Z I2 I OZ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: UUG PLAN CHECK REM N z COMMENTS: IRESPONSEBY: k, k6 LOCATION ON PLANS/CALCS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 1 140 n l 11»rM d oliiptic.L,0 c LOCATION ON PLANS/CALCS: I 1 Dcrc. � S —ATS fit) & jit� F, (L6 l LOCATION ON PLANS/CALCS: aaU� MIP HFL( <rx, LOCATION ON PLANS/CALCS: PLAN CHECK REM # RESPONSE BY: COMMENTS: __1- W60L PLAN CHECK REM '# RESPONSE BY: ``M , mob ��r7 COMMENTS:009- 6e 5 IS Pik Ca.SSfa /�� 1�a,lS . W(3 TkusTAY-� — 06 k d PLAN CHECK ITEM # RESPONSE BY: COMMENTS:) , oliiptic.L,0 c LOCATION ON PLANS/CALCS: I 1 Dcrc. � S —ATS fit) & jit� F, (L6 l LOCATION ON PLANS/CALCS: aaU� MIP HFL( <rx, LOCATION ON PLANS/CALCS: ' MICHAEL MOONEY , CIVIL ENGINEER RCE 20647 , 5A MADRONE AVE OROVILLE, CA 95966.' 530-533-213.1 -21 Date: 01 /07/02 Page: MULTI -SPAN TIMBER BEAM DESIGN i GENERAL DATA 1 2- , All Spans Simple Support ?? NO i Spans Length ft : 7:75 7.75 ' End Fixity: Pin:Pin Pin:Pin Beam Width in : '3.500 3.500 4)( Beam Depth in : 7.25 7.25 , CALCULATED VALUES - -OK- -OK- F'b-Modified Allow. psi 1137.5 1137.5 fb - Actual. psi 1110.7 1110.7 F'v-Modified Allow. psi 95.0 '95.0 R ' fv (actuall • 1.5 psi 94.4 94.4 Moment @ Left k -in : 0.0 -34.1 ` Moment @ Right k -in ; -34.1 0.0 ` Max. Mom. @ Mid -Span k -in : 19.2 19.2' X -Dist ft : 2.89 4.86 _ Shears: Left k : 1.10 1.83 Right k : -1.83 -1.10 '. Reaction @ Left. DL k : 0.18 0.61 LL k : 0.92 3.05 Total k : 1.10 3.66 ' Reaction @ Right DL k : 0.61 0.18 LL k' : 3.05 0.92 Total k : 3.66 1.10 • Max. Defl. @ Mid Span in -0.072 -0.072 X -Dist ft : 3.25 4.49 DESIGN DATA Le: Unsupported Length ft : 2.00 2.00 Fb:Basic Allowable psi :- 875.0' 875.0 Fv:Basic Allowable psi 9.5.0 95.0 Elastic Modulus ksi 1600 1600 ' Load Duration Factor ...1.00 1.00' APPLIED LOADS ' ' Use Live Load on This Span ? 'Yes Yes Uniform...... DL plf : 63.0 .63.0 • LL plf : 315.0 315.0 QUERY VALUES Location ..... ft : 0.00 0.00 Shear # : 1.10 1.83 "Moment k -in .0.00 =34.06 Deflection in 0.000 0:000 • (continued on next page....) y ' MICHAEL MOONEY CIVIL ENGINEER RCE 20647_ 5A MADRONE AVE , OROVILLE, CA 95966 530-533-2131, Date: 01,/07/02 Page: Q s MICHAEL M.00NEY CIVIL ENGINEER -RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 01 /03/02 Page` TIMBER JOIST & RAFTER DESIGN # : 236.25 390.02 DESIGN DATA #.: 1 2 - Timber Section # : 4X8 4X12 ....Depth in : 7.25 11.25 ....Width in 3.50 3.50 Le: Unsupp ft : .2.00 2.00 Fb- Allow psi ; 850.00 850.00 Fv- Allow psi 95.00 95.00 Elastic Mod. ksi 1600.00 1600.00 - . Load Duration Factor 1.00 1.00 Stress Ratio ->> 0.94 0.20 CENTER SPAN OK -OK- -OK- -OK-Span SpanLength ft ; 7.50. 5.83 Uniform DL plf 63.00 0.00 LL _ plf 315.00. 0.00 - Point DL # : 0.00 198.00 LL # : 0.00 187.00 X -Dist ft : 0.00 0.54 Point DL # : 0.00 198.00 LL # : 0.00 187.00 X -Dist ft : 0.00 2.54 Point DL # : 0.00 198.00 LL # : 0.00 187.00 X -Dist ft : 0.00 4.54 Point DL # : 0.00 1.102.00 LL # : 0.00 ' 1038.00 X -Dist ft : 0.00 5.54 RESULTS Mmax @ Cntr k -in : 3.1.89 13.87 X -Dist ft : 3.75. 2.57' REACTIONS Left: Dead Load # : 236.25 390.02 Live Load #.: 1181.25 .. `368.22 Right: Dead Load # : 236.25 . 1305.98 Live Load # : 1181.25 1230.78 STRESSES -OK-. -OK- Fb.. Allow psi : 1105.0 935.0 Fb.. Actual psi 1040.2 187.8 Fv.. Allow psi 95.00 .95.00 Fv.. Actual psi 70.39 15.11 (continued on next page....) MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 . Date: 01 /03/02 Page: TIMBER JOIST .& RAFTER DESIGN (.....continued) DEFLECTIONS Center-'. Dead Load in : -0.025 -0.006 X -Dist ft : 3.75 3.03 DL Ratio 3569 12169 Live Load in : -0.126 -0.005 X -Dist ft : 3.75 3.03 LL Ratio 714 12896 Total Defl . in : -0.151 -0.011 X -Dist ft : 3.75 3.03 Ratio 595 6261 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966. 530-533-2131 Date: 01 /04/02 Page: .GENERAL TIMBER BEAM DESIGN ` BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span 11.00 ft Beam Width = 3.5 0 in . Elastic Modulus = 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever. = 0.00 ft. Lamination Thickness - 0.00 in Load Duration Factor 1.25 UNBRACED LENGTHS Fb - Bending = 2900 psi- Beam Wt. isAdded to Loads Le : Center Span = 2.00 ft Fv - Shear = 295 psi End Shear Calc'd at Support Le : Left Cant. 0.00 ft Fc. - Bearing = 750 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 3.0 # LL = 2828.0 #-at 3.00 ft Point Load: DL = 408.0 # LL = 384.0 # at 4.00 ft Point Load: DL = 494.0 # LL = 465.0 # at 6.00 ft Point Load: DL = 494.0 # LL = 465.0 # at 8.00 ft Point Load: DL = 494.0 # LL = 465.0 # at 10.00 ft SUMMARY USING 3.500 x 11.875 Beam, Bending = 61.10%, Shear = 54.67% Max. Pos Mom @ 3.04 ft= 16.70 k -ft Shear: Max. @ Left = 5.59 k Reactions... DL Maximum Max. Neg Mom @ 11.00 ft= 0.00 k -ft ....used for dsgn = 8:38 k Left = 2.90 k 5.59 k Max @ Left = 0.00 k -ft ..:.Area Req'd = 22.72 in2 Right _ 2.10 k 4.03 k Max @ Right = 0.00 k -ft Max. @ Right 4.03 k Max. Allow Moment = 27.33 k -ft ....used for dsgn = 6.04 k Deflections... fb : Max. Actual = 2436.4 psi ....Area Req'd = 16.38 in2 Center = -0.18 in -0.34 in Fb : Allowable 398.7.5 psi fv : Max. Actual _ . 201.59 psi ....Dist = 5.19 ft 5.192 ft' Fv : Allowable =, 368.8 psi ...L/Deft = 738 383 Ck = .811 (E/Fb)'.5 = 19.05 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 7.01 Bearing Req'd @ Left = 2.13 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1,.10 Bearing Req'd @ Right = 1.53 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 ' W lit of - Tr In Q In VI W VAI W BIW Rl.n RIrt Rlrt V-114.1 V'I WIN �..'..�.��....'�" .1 ..N�.ss . JI I JI I 'JI I JI I JI I 'II a.... ....�..u..m... ®w..s n nn l II.VV 1, •• MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 01 /07/02 Page: CANTILEVERED RETAINING WALL DESIGN . WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem. = 557 plf Lateral. Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 509 plf Stem Above Soil = 0.00 psf Toe Width = 0.83 ft ....Eccentricity =�' 0.00 in Add'I Lateral Load = 0.00 plf Heel Width = 1.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = . 0.00 ft Total Footing Width = 1.83 ft . Surcharge over Heel _ 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 0.00 in , ' Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist: = 0.00 ft Allowable Bearing = 1500 psf Vertical load = 0.0 # SLIDING CHECK+ Active lateral ' = 30.0 pcf Load Eccentricity ' = 0.00 in Ftg/Soil Friction. = 0.35 .....Max Press. - = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in ......Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 375 # Backfill Slope' = 0.0 :1. Vert. Position of Ftg. Passive Pressure = 125 # Passive Press. _. 250.0 pcf ...Above/Below:[+/-1 = 0.0 ft Friction = _ 486 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = '0.0 # Soil Ht over Toe = 0.00 in SUMMARY ' • FOOTING DESIGN Pressure @ Toe = 1471.0 psf Soil Press. Mult. Toe Heel Fc = 2500 psi Pressure @ Heel = 603.4 psf By ACI Eq 9-1 = 2178 ; 893 psf Fy = 40000 psi Allowable Press. - 1500 psf Mu -Upward = 683 126 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 1.53 in Mu -Downward = 72 103 ft-# Omit SP Under Heel ? No Max. Shear @Toe = 2.30 psi Mu -Design = 611 23 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi One -Way Shear:. # 4 @ 16.81 - 15.04 in o/c Allow. Ftg Shear = 85.00 psi Actual = 2.3 0.0 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0,psi # 6 @ • 36.97 . 33.08 in o/c . Overturning = 2.52 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.63 :1 'd' = 8.50 9.50 in # 8 @ 48.00. 48.00 in o/c Ru = Mu/bd' 2 = 9.4 0.3 psi # 9 @. 48.00. 48.00 in o/c # SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin,of Force... # ft ft # �' # ft ft-# Active Soil Press. = 375..0 1.67 625.0 0 0 0 Soil over Heel = 0 0 0 220.0 1.58 347.6 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over,Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall - 0 0 0 ' 557.0 1.08 601.6 Load @ Proj. Wall 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 337.5 1.08 364.5 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 274.5 0.92 251.2 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component ` of Active Pressure= 0 0 0 0.0 0.00 0.0 Y• . s MICHAEL MOONEY CIVIL ENGINEER RCE=20647 5A MADRONE AVE OROVILLE, CA 95966- 530-533-2131 Date: 01 /07/02 Page:.3/e CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 0.00 ft to Top of Wall O.00in Concrete w/ # 0 @ O.00in, d = O.00in Wall Wt. = O.00psf, Bar Embed = O.Oin Interaction Value = 0.000 Second Stem From 3.0Oft to O.00ft 6.00in Concrete w/ # 4 @ 16.00in, d= 3.00inl f'c = 3000.Opsi, Fy = 60000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin .Mu 8.5 < = Mn = 1925.4ft-# - _ ...._ .._... Vu = 0.40 <= Vn = 93.11 psi Interaction Value = 0.004 Third Stem From 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 16.00in, d= 3.00ini f'c = 3000.Opsi, Fy = 60000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 < = Mn = 1925.4ft-# ' Vu = 2.17 < = Vn = 93.11 psi " Interaction Value = 0.035 Fourth Stem. From 1.00ft to 2.00ft 6.00in Concrete w/ # 4 @ 16.00in, d= 3.00inj f'c = 3000.Opsi, Fy = 60000.0psi - -- -- Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 1925.4ft-# I ^ Vu = 5.36 < = Vn = 93.11 psi Interaction Value = 0.119 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/# 4 @ 1,6.00in, d= 3.00in f'c = 3000.Opsi, Fy =. 60000.Opsi Wall Wt. = 75.00psf, Bar Embed = 6.Oin Mu = 544.0 < = Mn = 1925.4ft-# Vu = 9.96 < = Vn = 93.11 psi' Interaction Value = 0.283 - • MICHAEL MOONEY "-CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 01/07/02 Page: S • CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem = 250 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 200 plf Stem Above Soil. = 0.00 psf Toe Width = 1.00 ft ....Eccentricity = 0.00 in Add'I Lateral Load = 0.00 plf Heel Width' = 1.00 ft Surcharge over Toe 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 2.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 16.00 in Key Depth = 0.00 in Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist, = 0.00 ft" Allowable Bearing _ 1500 psf Vertical Load = 0.0 # SLIDING CHECK , - Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. - = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 427 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. - Passive Pressure = 222 # Passive Press. = 250.0 pcf ... Above/Below:[+M = 0.0 ft Friction = 423 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # ` Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1280.9 psf Soil Press. Mult. Toe Heel f'c _. 2500 psi Pressure @ Heel = 126.6 psf By ACI Eq 9-1 _ .1848 183 psf Fy = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 785 40 ft-# Min. As Percent = 0.0014 Ecc. of resultant • = 3.28 in Mu -Downward = 140 112 ft-# Omit SP Under Heel ? No Max.•Shear @ Toe = . 0.00.psi Mu -Design = 645 -72 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi One -Way Shear: # 4 @ 11.43 10.58 in o/c Allow. Ftg Shear = 85.00 psi Actual . = 0.0 O.O,psi # 5 @ 17.71 16.40 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ .. 25.14 23.28 in o/c Overturning = 2.03 :1 Cover over Rebar = 3.50 .2.50 in # 7 @ 34.29 31.75 in o/c , Sliding _ 1.51 :1 'd' = 12.50 13.50 in # 8 @ 45.14 41.80 in o/c Ru = Mu/bd'2 4.6 . 0.4 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... " E # ft ft-# # ft ft-# Active Soil Press. - 426.7 1.78 758.5 0 0 0 Soil over Heel = 0 0 0 220.0 1.75 385.0 Soil over Toe = -26.7 0.44 -11.9 0.0 0.00 0:0 Sloped Soil @ Heel = . 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 • 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0- 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 250.0 1.25 312.5 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 337.5 1.25• 421.9 + Added Lateral Load = 0.0 0.00" 0.0 0 0 0 Footing Weight = 0 0 0 - , 400,0 1.00 400.0 Key Weight = 0 0 0 0.0 -0.00 0.0 Vertical Component of Active Pressure.= 0 0 0 0.0 0.00 0.0 MICHAEL MO.ONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN Date: 01/07/02 Page:.i (.....continued) STEM SUMMARY Top Stem: From 0.00 ft to Top of Wall O.00in Concrete w/ # 0 @ O.00in, d = O.00in Wall -Wt. = O.00psf, Bar Embed = O.Oin " = Interaction Value = 0.000 Second Stem From 3.00ft to O.00ft 6.00in Concrete w/ # 4 @ 16.00in, d= 3.00inl - - f'c = 3000.Opsi, Fy- 60000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 8.5 < = Mn = 1925.4ft-# Vu = '0.40 <= Vn = 93.11 psi i ............... Interaction Value = 0.004 Third Stem From 2.00ft to 3.00ft _ 6.00in Concrete w% # 4 @ 16.00in, d= 3.00ini -- - - - f'c = 3000.Opsi, Fy = 60000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 < = Mn = 1925.4ft-# " Vu = 2.17 <= Vn = 93.11 psi Interaction Value = 0.035 Fourth Stem From 1.00ft to 2.00ft 6.00in Concrete w/ # 4 @ 16.00in, d= 3.00inI f'c = 3000.Opsi, Fy = 60000.Opsi Wall Wt. = 75.00psf, Bar Embed = 12.0in Mu = 229.5 < = Mn = 1925.4ft-# I Vu = 5.36 <= Vn = 93.11 psi - Interaction Value = 0.119 Bottom Stem From O.00ft to 1:00ft 6.00in Concrete w/ # 4 @ 16.00in, d = 3.00in f'c = 3000.Opsi, Fy = 60000.Opsi Wall Wt. = 75.00psf, Bar Embed = 6.Oin Mu = 544.0 < = Mn = 1925.4ft-# Vu = 9.96 < = Vn = 93.11 psi Interaction Value = 0.283 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Front Page 1 CF -1R Project Title.......... CUSTOM HOME ------------------------- Cavity Date..11/27/01 15:11:50 Project Address........ LOT 6 MELROSE ESTATES *******.-------=---- ------ R=value OROVILLE R -value *v6.01* Documentation Author... MARTIN ALVIS Alvis Heating and Air ******* ; Ba�,dlding P # R-13 P.O. Box 5127 Roof ; Plan Check / Date R-11 Oroville, CA 95966 ; Door 530-534-8491 R-0 Field Check/ Date Climate Zone........... 11 Floor -------------=------- Compliance Method....... MICROPAS6 x6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-MAL1956N Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis -------------------------------------------------------------------------------- Heating and Air Run -HOUSE GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... ,,Glazing Percentage......... `;Average Glazing U=factor... -Average Glazing SHGC....... Average'Ceiling Height..... 1956 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Raised Floor 15.6 % of floor area 0.37 Btu/hr-sf-F 0.36 9.3 f•t Orientation -------------------- Window Front BUILDING SHELL INSULATION Component. Frame ------------------------- Cavity Sheathing Total Assembly Type Type R=value 'R -value R -value U -factor Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-.19 R-30 0.031 Door None R-0 R-0 R-0 0.330 Floor Wood R-19 R-0 R-19 0.037 Orientation -------------------- Window Front (N) Window Front (N) Window Front (N) Window . Front (N) Window Front (N) Window Left (E) Window Left (E) Window Back (S) Door Back (S) FENESTRATION ------------ Area U (sf) Factor SHGC 6.5 0.350 0.350 4.5 0.350. 0.350 17.5 0.370 0.350 17.5 0.370 0.350 7.0 0.350 0.350 25.0 0.370 0.350 11.3 0.370 0.350 20.3 0.370. 0.350 40.0 0.350 0.350 Location/Comments --=--------------------- GARAGE, OUTSIDE CORNER WALL ATTIC SOLID WOOD Over - Interior. Exterior hang/ Shading Shading Fins Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Stdgrd ,h Yes Standard Yes Standard None Standa��Q� a r L'. None Standa% rd None St and M4,} Wa n d a r d Y e s CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 2 CF -1R Project Title.......... CUSTOM HOME Date..11/27/01 15:11:50 MICROPAS6 v6.01 File-MAL1956N Wth-CTZ•11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- FENESTRATION REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC 'Shading Shading Fins Door Back (S) 40.0 0.350 0.350 Standard Standard None .Window Back (S) 16.0 0.4900.600 Standard Standard None Window Right (W) 6.0 0.370 0.350 Standard Standard None Window Right (W) 17-.5 0,.370 -0.350 Standard Standard None Window Right (W) 17.5 0.370 -0.350 Standard Standard None Window Front (NE) 6.7 0.370 0.350 Standard Standard Yes Window Right (NW) 12.5 0.370 0.350 Standard Standard Yes Window Right (NW) 2.5 0.350 0.350 Standard Standard Yes Window Front (NE) 12.5 0.370 0.350 Standard Standard _ Yes Window Front (NE) 2.5 0.350 '0.350 Standard Standard Yes Window Left (SE) 11.3 0.370 0.350 Standard' Standard Yes Window' Back (SW) 11.3 0.370 0.350 Standard Standard Yes HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge.and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location. R -value Leakage D Type Furnace 0.800 AFUE n/a Att-ic R-4.2 No No Setback ACSplit 12.00 SEER No Attic, R-4.2 No No Setback WATER --------------------- HEATING SYSTEMS Number Tank External in Energy .Size Insulation. Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title..... CUSTOM HOME Date..11/27/01 15:11:50 MICROPAS6 v6.01 File-MAL1'956N Wth-CTZ11S92 Program -FORM CF -1R User#-MP.2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- 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 Modeling Assumptions section. DESIGNER or OWNER Name.... MALCOM HALL Company. MALAMAR CONST. Address. P.O. BOX 1001 OWATONNA MN..55060 Phone.... 888-872-9256 License. DOCUMENTATION AUTHOR Name..... MARTIN ALVIS Company. Alvis -Heating and Air Address. P.O. Box 5127 Orov'ille, CA 95966 Phone... 530-53478491 Signed... Signed .U—W -C4 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... CUSTOM HOME *150(c): Minimum R-13 wall insulation in wood framed walls or Date..11/27/01 15:11:50 Project Address........ LOT -6 MELROSE ESTATES ******* --------------------- *150(d): Mi.nimum R-13 raised floor insulation in framed floors. OROVILLE 150(1): Slab edge insulation - water absorption rate.no greater *v6.01* Documentation Author... MARTIN ALVIS perm/inch. ******* ; Building Permit # 118: Insulation specified or installed meets insulation quality Alvis Heating and Air 116-17: Fenestration Products, Exterior Doors and Infiltration/ P.O. Box 5127 Exfiltration Controls Plan Check / Date 1. Doors and windows. between conditioned and. unconditioned Oroville, CA 95966 2. Fenestration products.(except field fabricated) have. 530-534-8491 label with certified U -factor, certified Solar Heat Gain ; Field Check/.Date Climate Zone..... ... 11 3. Exterior doors. -and windows weatherstripped; all joints --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MAL1956N Wth-CTZi1S92 Program -FORM MF -IR User#-MP2308 User -Alvis Heating and Air Run -HOUSE ; ------------------------------------------------------------------------------- and Gas Logs Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. -� 150(b): Loose fill insulation manufacturer's labeled'R-Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Mi.nimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate.no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N� 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows. between conditioned and. unconditioned spaces designed to limit air leakage. 2. Fenestration products.(except field fabricated) have. label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 1 3. Exterior doors. -and windows weatherstripped; all joints and penetrations caulked and sealed.. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. Pr 150(f): Special infiltration barrier installed "to comply with / Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas .Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.........: CUSTOM HOME Date..11/27/01 15:11:50 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 x6.01 File-MAL1956N Wth-CTZllS92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- b. Outside air intake with damper.and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er � ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water .heaters rated with an Energy Factor less than 0.58 must be externally 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 (R74 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. 4. All buried'or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601., 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1..System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... CUSTOM HOME Date..11/27/01 15:11:50 MICROPAS6'v6.,01 File-MAL.1956N Wth-CTZliS92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of -pipe between filter and heater for. future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). �h LIGHTING MEASURES ----------------- 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by 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 have either at. least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C-2R --------------------=--------=---------=--------------------------------------- Project Title.......... CUSTOM HOME Date..11/27/01 15:11:50 Project Address......... LOT 6 MELROSE ESTATES ******* ---.------------------ OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # .Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 Field Check/ Date Climate Zone........... 11 -------------------=- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------- MICROPAS6 v6.01 File-MAL1956N Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis -Heating and Air Run -HOUSE ------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = = Energy Use Standard Proposed = (kBtu/sf-yr) Design Design Space Heating. ....... Space Cooling.......... Water Heating.......... = Total 15.28 14.84 12.04 13.35 13.2211.55 40.54 39.74 Compliance = Margin = 0.44 = -1.31 = 1.67 = 0.80 = *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned F1ooT�,Area..... 1956 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage.......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 18283 0 sf Floor cf 15.6 %.of floor area 0.37 Btu/hr-sf-F 0.36 9.3 ft COMPUTER METHOD SUMMARY Page 2 C -2R ---------------- Project Title........... CUSTOM HOME Date..11/27/01 15:11:50 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6"v6.01 File-MAL1956N Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and.Air Run -HOUSE BUILDING ZONE.INFORMATION FENESTRATION SURFACES Floor # of U- Act Vent Vent Air Interior Shade. Orientation ---------------------- Area Volume Dwell Cond- SHGC ----- Thermostat Height Area Leakage Zone Type (sf) (cf) .Units itioned Type (ft) (sf) Credit HOUSE -------------- -------------- 1 Window Front (N) 6.5 Residence 1956 18283 1.00 Yes Standard/0.68 Setback 2.0 Standard No Front (N) 4.5 0.350 OPAQUE SURFACES 90 Standard/0.76 Standard/0.68 3 Window Front Area U- --------------- Insul Act 0 Solar Form 3 Location/ Surface (sf) factor R -vat Azm Tilt 0.370 Gains Reference Comments HOUSE Standard/0.68 5 Window Front (N) 7.0 0.350 0.350 1 Wall 270 0.088 13 0 90 No W.13.2X4.16 GARAGE 2 Wall 41 0.088 13 0 90 Yes W.13.2X4.16 OUTSIDE 3 Wall 26 0.088 13 0 90 Yes W.13.2X4.16 OUTSIDE 4 Wall 409 0.088 13 90 90 Yes W.13.2X4.16 OUTSIDE 5 Wall 194 0.088 13 180 90'Yes Standard/0.68 W".13.2X4.16 OUTSIDE 6 Wall 95 0.088 13 180 90 Yes W.13.2X4.16 OUTSIDE 7 Wall 396 0.088 13 270 90 .Yes W.13.2X4.16 OUTSIDE 8 Wall 23 0.088 13 270 90 No W.13.2X4.16 GARAGE 9 Wall 16 0.088 13 45 90 Yes W.13.2X4.16 CORNER WALL 10 Wall 21 0.088 13 315 90 Yes W.13.2X4.16 CORNER WALL 11 Wall 21 .0.088 13 45 90 Yes W.1.3.2X4.16 CORNER WALL 12 Wall 25 0.088 13 135 90 Yes W.13.2X4.16 CORNER WALL 13 Wall 25 0.088 13', 225 90 Yes W.13.2X4.16 CORNER WALL 14 -Roof 1956 0.031 30 n/a 0 Yes R.30.2X4.24 ATTIC 15 Door 20 0.330 0 0 90 Yes None SOLID WOOD 16 Door 18 0.330 0" 0 90 No None SOLID WOOD 17.Floor 1956 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade. Orientation ---------------------- (sf) ----- factor ----- SHGC ----- Azm. --- Tilt ---- Type/SHGC Type/SHGC HOUSE -------------- -------------- 1 Window Front (N) 6.5 0.350 0.350 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 4.5 0.350 0.350 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 17.5 0.370 0.350 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 17.5 0.370 0.350 0 90 Standard/0.76 Standard/0.68 5 Window Front (N) 7.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 6 Window Left (E) 25.0 0.370 0.350 90 90 Standard/0.76 Standard/0.68 7 Window Left (E) 11.3 0.370 0.350 90 90 Standard/0.76 Standard/0.68 8 Window Back (S) 20.3 0.370 0.350 180 '90 Standard/0.76 Standard/0.68 9 Door Back (S) 40.0 0.350 0.350 180' 90. Standard/0.76 Standard/0.68 10 Door Back (S) 40.0 0.350 0.350 180 90 Standard/0.76 Standard/0.68 11 Window Back (S) 16.0 0.490 0.600 180 90. Standard/0.76 Standard/0.68 'COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... CUSTOM -HOME Date..11/27/01 15:11:50 --------------------------------------------------------------- MICROPAS6 v6.01 File-MAL1956N Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ; ------------------------------------------------------------------------------- Orientation 12 Window Right (W) 13 Window Right (W) 14 Window Right (W) 15 Window Front (NE) 16 Window Right (NW) 17 Window Right (NW) 18 Window Front (NE) 19 Window Front (NE) 20 Window Left (SE) 21 Window Back (SW) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade (sf) factor SHGC Azm Tilt Type/SHGC ----- ----- -------- ------------------ 6.0 0.370 0.350 270 90 Standard/0.76 17.5 0.370 0.350 270 90 Standard/0.76 17.5 0.370 0.350 270 90 Standard/0.76 6.7 0.370 0.350 45 90 Standard/0.76 12.5 .0.370 0.350 315 90 Standard/0.76 2.5 0.350 0.350 315 90 Standard/0.76 12.5 0.370 0.350 45 90 Standard/0.76 2.5 0:350 0.350 45 90 Standard/0.76 11.3 0.370 0.350 135 90 Standard/0.76 11.3 0.370 0.350 225 90 Standard/0.76 OVERHANGS AND SIDE FINS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 System Type ------------- HOUSE Furnace ACSplit HVAC SYSTEMS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Tested Area Minimum Charge and Duct Duct Left Rght Duct Efficiency Airflow Location R -value Leakage D Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext --------- Dpth Hght Ext Dpth Hght HOUSE ---- ---- ---- ---- 1 Window 6.5 1.0 6.5 7.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 4.5 4.5 1.0 7.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 17.5 3.5 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 17.5 3.5 5.0 2.0,. 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 7.0 7.0 1.0 `2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 40.0 6.0 6.67 5.0 0 n/a. n/a n/a n/a n/a n/a n/a n/a 15 Window 6.7 1.67 4.0 "7.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.5 2.5 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window .2.5 1.0 2.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 12'.5 2.5 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 2.5 1.0" 2.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 11.3 2.5 4.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 11.3 2.5 4.5 2.0 0 n/a n/a' n/a n/a n/a n/a n/a n/a System Type ------------- HOUSE Furnace ACSplit HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff 0.800 AFUE n/a Attic R-4.2 No No 0.737 12.00 SEER No Attic R-4.2 No No 0.645 'COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... CUSTOM HOME Date..11/27/01 15:1,1:50 MICROPAS6 v6.01 File-MAL1956N Wth-CTZ11S92 Program -FORM C -2R ; User#-MP2308 User -Alvis Heating and Air Run -HOUSE WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System, Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a. REMARKS HVAC.SIZING --------------- Cooling Page 1 HVAC. Project Title.......... CUSTOM HOME Opaque Conduction and Solar........ Date..11/27/01 15:11:50 Project Address........ LOT 6 MELROSE ESTATES ******* --------------------- Glazing Solar .................... OROVILLE 5708 Infiltration...... ............... Documentation Author... MARTIN ALVIS ****** ; Building Permit # 2.550 Alvis Heating and -Air 2161 Sensible Load .................... P.O. Box 5127 23767 ; Plan Check / Date n/a Oroville, CA 95966,. 28864 30897 530-534-8491 ; Field Check/ Date Climate -Zone ........... :11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc._ MICROPAS6 v6.01 File-MAL1956N Wth-CTZ11S92 Program ------------ -HVAC SIZING User#-MP2308 User -Alvis Heating and Air Run -HOUSE GENERAL INFORMATION Floor Area ................. 1956 sf Volume ................. . 18283 cf, Front Orientation.......... Front Facing 0 deg (N) Sizing Location......... . OROVILLE RS Latitude................... 39.5 degrees Winter Outside Design...... 30,F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....:.. 78 F Summer Range........ ...... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used ....... No Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) Opaque Conduction and Solar........ 11322 ----------- 6141 Glazing Conduction. .... 4519 2937 Glazing Solar .................... n/a 5708 Infiltration...... ............... 10399 4270 Internal Gai.n.................... n/a 2.550 Ducts ............................ 2624 2161 Sensible Load .................... 28864 23767 Latent Load ...................... n/a 7130 Minimum Total Load 28864 30897 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all 1 i r �w o