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041-670-001
J ' 041-670-001 PERMIT#96-1503 .SMITH, Donald 3379 Sun View Rd., Orovill New Single Family 14 RE , SFDENTIAL 041-670-001 PERMIT#96-1503 SMITH, Donald 3379 Sun View Rd. New Single Family V �f � 'cob ? L1UQ OFFICE copy j Address GAS Meter ByDate-j5—, I ELECTRIC Date I Meter By OFFICE COPY AdAress GAS eter By ELECTRIC�� Meter B JOB FINALED (Date) 3-13-9 Signature V=OK 0 = Not OK =NotRed� Y ota'- MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location-Test-Fall-C/0-Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water; Location-Test-Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp-Concrete 6. Carports; Windows -Doors 6. Gas; Location-Test-Wrap; / /"L'ft. / /Nat. or/ PL9t./, /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size-Spacing-Mamage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test-Crossovers-Breakers-Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test-Fall-Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test-Regulator-Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected-C/0 to Grade-HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs-Type-Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 n � t,l\? � �:• 11.E r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Read RESIDENTIAL (Single & Duplex) = Y Date UNDERFLOOR (Plans) OK exceptg's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth _ 5. Stemwalls, Main; Steel-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection -------- 18. D.W.V : Test -Fittings & Anchor -Nail Protection- - - -- - --- -- - - - - -- -- --- - 19. Shower Pan: Test. First Floor -Tub Access 20. Test Tub -&-Shower,- Second Floor -Tub Access - 21. Gas Pipe: & Anchors -------------- -------------------------------------------------------------------------------- Date - Card B_1-- Date Card B_1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except rr's 22. Fixture & Transformer Clearance -Ins. Protection - --- ---------- -- --------------- ---- -- ------------------------ 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------------------------------------------------------------------------------- 24. Size Boxes &.No. of Conductors -Stapled --------------------------------- ---------...-.------ 25. Romex Installed Close to Edge of Studs & C.J. - 26 Equip. Ground made up wrMech Fasiners-Bond Gas & Water -- - ----------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI ----------------------------- - -------- ........... .. 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size ga. Cu or At -------------------------- ` - -- -- ------- --. .. 29. Range Circ. r , ga. Cu or AI -Oven Circ. r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----- --- ------------------------------------.-..._. .. 30. Service -Riser Conductors & Ground -Main Disconnect ----------------------------------------------- ... . - - 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light _Spa Light ------------------------------------------------------- - 33 Smoke Detector --------------------------------- .............. .- ---.... ........ ....... ....... . Date Card B-1 Date Card B-1 - -- ----..__._..._............. .-------.... ... ....... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL.(Permit) OK except P'S 34. A.C. Ducts Insulation & Support 35 Vent Fan Exhaust above insulation 36. -Condensate Drain & Overflow Size .& Grade 37. Furnance-Vent. Access -Comb. Air -Return Air Vent -115 outlet _............... . 38. Attic Access & Platform if Furnance in Attic ........... ........... ........ .. . ......... .. ... .. Date Card B:1 Date Card B-1 ..... ------ .... ....... ... . Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ...... ....------ .... ... ............ ... ... ... .. 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... ....... .. .. -......... ..... .. 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) ... ....... ................. .......... ... ... 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ----- ----- _... ..... ........ ..... .. .......... .. ... ... .. 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) ------------45.-Hangers-Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. ---------------- ------ 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing ------------------------------------ - 51. Property Line Firewall & Openings 52. Ext. Doors -One -T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------ - ------ 55. Siding -Nailing Veneer ----------------------------------------- - - 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60 Infiltration -Walls -Windows -----...------------------------------- - Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA ns) OK except a's Ex s -Door &_Sidelight Protection -Landings -_ Smoke for urnace. Vents -Clearance -Comb. Air-CowrreCCor- In GG-arrage: Above Floor -Ducts -Meeh. Protection ---------- 64dr m Exiting ----- ... -�- - 65iG.F & Bath Fixtures Tub Ace pa Ele Trim & Su nel Br er Sizes & Labels - - --- -------------- Stairs & --1-Is 6" ireplace or Stove. Clearances- e 6ac. Outlets at Wood Panel: Int. & Ext. -------------------- -- ---- 7 Fixt. & A liance: Grnd.-Air Ga Impel' _ ance - Elec Outlets & Receptacles. it. Counter 72. Gar Fire Door Swing -Landing -Closer ---- A.C. Duct in Garage -Damper -- ----------------------------e ---- 7 tr Htr.: Vents -Clearance -Comb. Air -Connector -P V. In ge: Above Floor -Meeh. Protectierl- ...... - . - ----------------------------- --- 7 . Plb.. Elec. & Mech. Equip. Listed for U15cation .......... .....---- - - ------------------------------------ 7#i.-E't c -Receptacles in Garage: IG .. - omex Protection - ...- ------ - --- ----------------------------- Insulation -Foam -Looked in Attic B"YLS-, 7 u Is Deck Construction- s7"Caps - - Fdn. Vents & Crawl HoleDoor-Drat a e & Wood -Earth CI ce Looked under Flo 9-m-- 8 . Following msticl Drive ❑ No. WalkseLTY s 0 No: PRn��" ❑ Y o .. ... ... ------------------------------------- lwn-Finish -.....- ------------ y -- ----- --------- 82. onnect. ElectricalPmbin.. ... ... ...... - 83. nis Above Roof: PI ppliance-Firep Clearance to /Ope�9� s 84 ,/a Well: Disconnect, Electrical. Plumbing -- - - - 8 xt r Elec Trim: G.F.I. Receptacle -Underground - -- _.----------------------------- ii en hon Throughout House . .. ...... ..-- -- --- -- -'----'---------------------' 87 I rotecti n 8 orrecuo om Previous Inspections ------ -------------------------- j 89 Gas T t -Meters Tagged: Gas -Electric ---------------------- 9. 90. & Sewer Connected-CrO to Grade- H DApproval - 9 Energy Compliance Certificate -Other Certificates -_..-- - - ------•------------- Date� Card B-lV Date Card B-1 .. -------------------------------- Date ----------------------------Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments. at Final ...... ..... . .. RESIDENTIAL 1 T4 -11S-0-3 Sov I 7 93? ` � ► yv� Grew � � ' ►1. s t ,f 1 JOB FINALED (Date) Signature I t V=OK O = Not OK '=NottRpealdyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size•Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors t Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / NL'ft. / /Nat. or/ PL"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s ' 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance -GA 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size•Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors t Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s ' 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-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 Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable = Not Ready , RESIDENTIAL (Single & Duplex) Date UN R LOOK (Plans) OK except If's V7,4ning-setbacks-Ea'sementXFlood-Slope tg., Main;'Soils-Elec. Gr .-/ /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Fy Ft9., Porches & Decks; ils-Steel-/ /Ftg. Depth - temwalls, Main; Ste-Bloc,kouts-Wrapped t walls, Garage; Ste -Blockouts-Wrapped de"Hold Downs and Special Anchors 7. SI , Steel -Wrapped 1.4iers-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 6. Insulation Date Card B-1 /� Date Card B-1 Date Card -1 Date Card B-1 Date PLU G (Permit) OK except rr's -- - - W er Htr.: Vent -Access -Combustion Air -Baffle - �:Test-Fittings - WTest & Anchor -Nail Protection ------ D._& Anchor -Nail Protection -�` ower Pan: Test�First Floor -Tub -Access --- ---- ----- S%' --- --- ------ ------------_ ---------------------- S.-ower --- -- Test Tub &Shower. Second Floor -Tub Access ------ Gas Pipe: Size & Anchors ------------------------------------------------------------ Date ---------- -- /--- --- ---------------------- -------------------- Date Card B-1 Date Card-B-1-- Date ardB-1Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except n's - 22. Fi re & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors -Stapled ---------- -------------------------------------------------------- .. - --- -- . Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------- --- _------------.... 26. Equip. Gr nd mad wrMech. Fastners-Bond Gas & Water ------ 2 Ap�iance Circuts in Kitchen & Conductor Size,GFI - - ---- - --. -- --------------------------- -- ubfeed Wire Size I r ga. Cu or AI-A.C. Wire Size ga. Cu or AI 29. Range Circ. ga. Cu or AI -Oven Circ. 1 r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - -- ------ - -- .. ------------------------------------_..._. - 30,"g -Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. 1 -------- -------- - ----..._---' e--------_....- -hI-- - ... ....... CI ,lhes Closet Light -Shower Light -Spa Light -- - .--- - -- -- - E� .z 3 . Smoke Detector -- -- - ......_. ... ... ... .. ---'-- ---- ------------------- --------__i--------. - --- .. ....... ....... .. Date Card B_t Date Card B-1 -------------- -- . ---- ....... ... ... .. Date Card B -t Date Card B-1 Date ME A CAL. rmit) OK except r,'s 34*' s I ulation & Support - -e- -- nt Fan: Exhaust above insulation ------ _ .... ... ... ... .. 3�densate Dram & Overflow: Sze & Grade .. ............ ....................... ..... . . Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet l flit Access & Platform if Furnance in Atuc - _ ------------------------- _ _ .. .... ......... .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's Sils. Proper Material & Anchors Za. Nail ng. Spacing& Bracing-Plates-Sound lls over Girders & Floor Nailing in Walls (rat proof) ..........Furred Ceilings -Stags -Chases -Tub ----- -----..Beam-Size & Bearing Date _FRAMING (Continued) ,4'5 -Hangers -Post Caps -Anchors -Connectors ------------------ - - Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ---------------------------- - - - s or Type A Flue -Fireplace Throat clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles -- Bdrm. Windows or Exiting Doors -Sill Hgt. &Dimensions Garage Fire Protection Framing 5 r erty Line Firewall & Openings ------------- --- -- - - - - ------------------ _ExExt.-Doors-One 3' -Check Garage -3rd Story, 2 Exits .5K Stat idth-Headroom -Rise- Run -Land ing-Fire Protection ------------------Vis-------------- ------J----- 5'5. ydod on Roof Overhang -Attic Vents -Rafter Outriggers g -Nailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection-Sk, hts-Plastic Shear Walls: Nailing -Bolts 59. -Insulation -Walls -Ceilings -------------------- - 60. Infiltration -Walls -Windows ._.... ---...----------------------------- Date Card B-1 Date Card B-1 ------------------------------- -------- ____ --- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext_ Steps -Door & Sidelight Protection -Landings _ 62. Smoke Detector - - 63. Furnace Vents -Clearance -Comb. Air -Connector - In Garage. Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting _- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66, ------------------------------------- Elec Trim & Subpanel Breaker Sizes & Labels 67. Stags & Rails -" ---------------------- 68. Fireplace or Stove: Clearances -Hearth _..-------------------------------- - 69 Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit Fixt & Appliance Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit Counter - -- 72. Garage Fire Door Swing_Landing_Closer - .. , ... 73. A.C. Duct in Garage -Damper ..... ------------------------------- ------ 74. Wtr. Hir.: Vents -Clearance -Comb. Air-Connector-P.R.V. -------------------------------------------- In Garage: Above Floor -Meeh. Protection --- ----- 75. Plb.. Elec. & Mech. Equip. Listed for Location - ...... 76. ------------------------- Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ----- 7;. - ---------------------------- -------------- Insulation- Foam- Looked in Attic ❑ Yes - --- -- ---------------------------------------------------- 78. Guard Rails & Deck Construction -Post Caps ----- -------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. - - -- ------------------ Followinginstld.Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Ye No -------- - - 81. Stucco: ro inish - - d .- T 4- ---------------' ! 82 A C Unit: Disconnect. Electrical, lumbi ng .. - ----------------- - Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings - - - - - - - - - --- -------- - ----------- 34 Water Well: Disconnect. Electrical. Plumbing 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground - - ------------------------------ 86 Ventilation Throughout House 87 Glass Protection 88. Corrections from Previous Inspections 89 Gas Test -Meters Tagged: Gas -Electric ---- ------------------------------ 90. Water & Sewer Connected-C'O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates - -------------------- Date Card B-1 Date Card B-1 ----- ------- ...------------------------------- Da1e Card B-1 Date Card B 1 Date Card B -t Date Card B-1 Comments. at Final: COUNTY OF BUTTE- DEPARTMENTOF;lAiVELOPMENTSERVICES -BUILDING DIVISION -- 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT j2 ASSESSOR PARCEL NUMBER 041-670-001 ZONING PUD BUILDING PERMIT OWNER DONALD SMITH TELEPHONE SO. FT. OCC. BUILDING VALUATION 2558 R 138 132.00 OWNERS MAILING ADDRESS 740 U 13 320.00 CONTRACTOR'S NAME UNKNOWN TELEPHONE 872-5266 448 C 5 824.00 j 3 0 " 7,020.00 CONTRACTORMAILING ADDRESS S Fireplace A 1,500.00 CONSTRUCTION LENDER UNI(NOWN Total Valuation $ 165 796.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 870.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 565-80 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3379 SUN VIEW RD _ PERMITFEE $1479.30 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 84.00 LOT NO.sue 1 R MIN OAKS EST PARCEL MAP 135-60 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF C3k Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New CK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM - Mobile Home I S I GI W 1 @20.00 PERMITFEE $ 164.00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service OOOV OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ' ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) So. 3.5¢ FT. 15-40 NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL 0 .SO EX. Occup. FIXEDAPPLN .OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 181.40 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following .declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating DUAL Ju.UU Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /� X .✓ / �'L/ Date _7_3 Signatureof Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.By Mobile Home Installation Fee $ Energy Inspection Fee Is CIO -- R3° coN„pPE TOTAL FEE $ 1,945. 20 HA2. I D. FEE P FLOOD CDF gRCSL 1. Pp HD ISSUE, �. This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date [ 96 �?4� (D e) Receipt No. 909Q3/=0' -Z.-.70& 202412 - 1315.30 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT if g k a �^. �?"{�c6 �!":�'� r�iJ.:• .tl i , COUNTWOF'BOT E - BUILDING DIVISION11 DEPARTMENT OF DEVELOPMENT SERVICES , 1469 Humboldt Road, Chico, CA'- (1 16) 891-2751 V 7 County Center Drive, Oroville, CA-;; (911 6) 538-7541 ra ise, CA',(911 6) 872-6307 X747 Elliott Road, Pa" di Aal ': CORRECTION NOTICE OWNER PERMIT NO. sthatthe ing,Vir6 s of Butte County Ordinances exist at A routine inspection indicate folio lati teen the above address should be corrected. Ple'ase>notity this office when correction of work is completed I any questions pertaining to this matter, or need additional explanation, v please cp1ct*7thiu have immediately. Date I 1 Inspector REV 10192 INSULATION CERTIFICATE Address: SUNVIEW ROAD County: BUTTE Description of Installation 1. ROOF Material: Thickness (inches): 2. CEILING City: PARADISE Subdivision: MTN OAK ESTATES Brand Name: Thermal Resistance Lot: 1 Batt or Blanket Type: Fiberglass Batts Brand Name: Western Thickness (inchess): 12" Thermal Resistance R-38 Loose Fill Type: Loose Fill FG Insulation Brand Name: Insul-Safe III Contractor/s min installed weight/ft .665 lb Minimum thickness 16-- inches Manufacturer's installed weight per square foot to achieve Thermal Resistance R-38 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material: Fiberglass Batts Thickness (inches): 3.5" B. Exterior Foam Sheathing Material: Thickness (inches): 4. RAISED FLOOR Material: Fiberglass Batts Th ickness(inches): 6.25" 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth (inches): 6. FOUNDATION WALL Material: ° Thickness (inches): r Declaration t . Brand Name: Western Thermal Resisitance R-13 Brand Name: Thermal Resisitance (R -Value): Brand Name: Western Thermal Resistance R-19 Brand Name: Thermal Resistance: Brand Name: Thermal Resistance (R -Value): p I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Tide 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. DAN HANSEV� r� e�Q�l= Installing Subcontractor Monday, March 17, 1997 Shasta /Rsu/atio11 Reda 1q, Chico I 18001 S?? -6433 OZ)),V TY OF BUTTE- DEPARTMENT OF DEVELOPMENTS ERVICE - BUILDING DIVISION t(g2-19)3 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER zoNING U�2 BUILDING PERMIT OWNER TEUEPH6NE 0 SO. FT. OCC. BUILDIN9, VALUATION OWNER'S MA NO 0 SS J/�• V J CO CTOR'S NA q O `/ J d�c0 G CONTRACTORS MAILING ADDRESSD O ',i' Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 9 9' Fling Fee 5 , $ 20.00 LENDER'S MAILING AGGRESS - Permit Fee X70 , so - $ ARCHITECT OR ENGINEER — LICENSE NO. Plan Ch.@ClCing Fee 4s �3 $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS - - - Penalty $ ' BUILDINGAOORESS010 �� _ PERMITFEE $ PLUMBING PERMIT Fling Fee vio.00 - Each Trap ` 7.00 — LOT NO. SUB O NS NAM t PARCv 44 Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SFplex ❑ Mobilehome C] Other SPECIFY Each gas water heater or vent 15.00 Gas piping system t - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK f N,wLP, Addition❑ Rem el ❑ Ublitie ❑ Installation ❑ Other [I Describe Work: — Mobile Home IS I G W I @20.00 PERMITFEE Contractor ELECTRICALPERMIT Filin Fee 20.00 - ain Service 000V OR LESS ( - 200. OR LESS ) [NEW 23.00 300 ain Service ( 200A TO IOooA ) 46.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed. under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed -contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for -this reason R ADONs. ( a ) CONST. DWELLING OCBLDCUS.LICENSED 3.SC FT. LTI-ACCUTLE NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS ) @7.50 (a SINGLE OUTLETTC R. ). Ex. Occup. (OUTLET OR FrxruREs) 20 O I•00 BA(d .w EX. Occup. (O FIXED B(RESR.OERA_) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring �; 23.00 h PERMITFEE \$ i toor Contractor 1 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of -the following declarations: ❑ " 1 have and will maintain a certificate of consent -to self -insure for. workers' compensation, as provided for by section 3700 of the*LabQr Code, for -the - performance of the work for which this permit is issued. _ _ ❑ -1 have and will maintain workers' compensation insurance, as -required -by Section; 3700 of the Labor Code, for the performance of work for which_this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 ,of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition of construction of structures over. 3 stories in heigh . �a MECHANICAL PERMIT FilingFee 20.00 Heating•fi �}O Cooling _ Hood 6.50 le Ventilation - PERMITFEE Contractor Mobile Home Installation Fee Is Energy Inspection Fee S• $ -� o c coNsr TOTAL FE $ " HAZ. D. FEES IMP L PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. o B / Date y — PERMITEXPIRESON (Date) Receipt No.SY( �� / , WHITE-D.D.S.-B.D. CANARY •AS SOR PINK - PECTOR GOLDENROD -APPLICANT 2 �f x l� 33� x � Z -/,o m COUNTYOF BUTTE - DEPARTMENTOFDEVELOPM ENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 J+ PERMIT APPLICATION DATA SHEET OWNER ra No. Proposed Building Use Building Inspector Date 7 At time of permit application,. I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ............................. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation. .................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome d m fact u� rI . t Ilion instructions, 2 sets. ........... 0. Fees of; J / ... � ....... ................. . Impact fees as shown on attached schedule.... 12. California Department of Forestry plan approv /fees. RA ........ 13. Flood elevation letter (100 year flood) by Califor ' gineer. ................ . 9.44. Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit . ......................................... 16. Plot,plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 8. Contact Land Development.a bout (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ... t 20. Pre -inspection for P`��"�e�'°"';Q°e required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. ertificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ... ....... . Recorded copy,of Agricultural Acknowledgement Statement. ....... ? 6 25. Letter of signature authorization . ........................................ :26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ........... .............................. . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When ou issue thWto 's as follows: Mail to owner. Mail to contractor. �Telephoneand hold for pickup at office. Deliver with inspector. Other Parcel Creati � 9 7- 3 • q Acreage Applicant aJ Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by phone —mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by Date Plans approved byy Date=– Sets ate=Sets o_pla .>� h Id in File cabinet AP folder Copy - Depart'ment of Public Works [ rI 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROYILLE CA 95965 TELEPHONE (916) 538-7541 A.P. # DATE PROPOSED BUILDING USE ✓ REC. # DATE REC 1. SCHOOL DISTRICT FEES / l (paid at District Office) SHERIFF FEES (paid at Building Division) Residential...... x = $ unit amt. Commercial (sq.ft.). x =$_ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). . x = $ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES ...$400.00 (paid at Building Division) rl/2�'��SRA FIRE INSPECTION AND PLAN CHEC $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER �2 (DP0--::Sq 7 -3 '( (C�� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE •� i �:.� F��,..�:y �' ri..l •� �'�. IS ,. _L l C'-1,�.. y � .. �q•�,. .lr. r - ,'�, �'. 1 } ..,Ft { r,. r �•� T •y.a. � F { y r P = a' aTIM y .a' 73 Yi'i Y 3fiy3.. w i P J Y S' .i•i-. ir:.v.^`11r�;..f"...' ..„N,r.-+.yrw 'y-.���• r..B` 'N y•s, r�..r -•MT•s,.I- .7'• f�fM«� 1^r+.�".,y'.int%.s.�'�'i.�''',.�i��r+.r.i�6•'rrYl"si.n-.,y.-r.-.•� •,,rl'�.'+1.�1�`. .., `'R�, .1 - • r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) //0-00/ School District ��% %`--L--�7 �`�' Building Department No. • 4 A.P. Number 0a `(a Jurisdiction: 0 City County, Property Owner r\ -N y Property Location/Address 3 372 7 S my W F— W , Subdivison Lot No. Residential Development [ 0 0 Sq. Footage. ` No. of Living 1MHI Addition (Group R) Units r Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) 7- 3 Building Departnt Representative Date (Floor Plans reviewed by School District Personnel) strict Identification No.' 970004 ?J111,0,4 . School District rtifies that .• .y..... .y _ .. Zlic:n, (Street Ad(Phone Num er) (City) (State) ., t (Zip Code) has complied with the requirements of Resolution No. ��� . =/�� by payment of $ 0(p, representing square feet. As 2926 $ FULL MITIGATION $ Ai School District Representati a Date Paid by Check # -/ - Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this.project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fuliv mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ,: feeformmkl (1 1/94)dmm f r 0r - - 4 . � Hw v DO LP N $ Q rr w 0c IS A ' 1 ' �1 1 \ � OL\tiO ZT999689T6 nu3 £S: bT 3ni 96 -£T -on" RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER:llYo PLAN CHECKER: A. P. NUMBER: GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. . . Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �i Recorded notice of violation. L PL Lj Complete parcel size and dimensions. Setbacks, side yards, easements, etc. ta Other buildings or, -structures. sA Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U..& F.A.S. road setback. Building or utilities across lot lines (Record form). , Complete to scale plan with dimensions. } Required windows for light and ventilation (Section 1203). ` Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). . Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11'.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. - Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. !- Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). 9 Attic access and ventilation (Section 1505). !' Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes: . Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. e v/' �`' ' 9arv- July 1996 7 rt LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. < — /301,3 0 OWNERS A.P. NAME: SM7 - / bon CC,( Cl NUMBER: C J qZ — PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: L% D FLOOD ZONE: �I FLOOD MAP: Z !970 B APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP X DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITION MAP INFORMATION: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO i✓I &Vi✓r'A-1A1 o RK/ 6JtA-YNT DATE OF RECORDING J ZJ 2 LOT BOOK 3.S PAGE &0 COMPLIANCE WITH OLD SU DIV SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. Ki. Maintain a 50 ft. building setback from centerline of road. S rteoNl /9N ` , Pr,--or,-7&-r-P-y clNE 2. Maintain a ft.building setback from right-of-way/centerline of 3. , Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. I 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. - %LA"MM&Vj-s VC-6tr2'A4OVC0 IN/ r/tfN 30' 01% S L -r2- ✓L 0.5 . 7. Connect to a public water supply. — 8. Connect to a public sewer system. —9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. L) 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Garre*k, 9,16-355.7010. M 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. as stated 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. , 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. Ix20. 3 ©FF-sr✓1-Ea= PKiNG Sl�i�c>s�' S'/�ft�C !3� lofev �r�Ls/J' 21. 12001---//A'1G L�4-C &C (, 1 -A -SS L? 0/2 1!3f-ITkFfZ • A�-C- r3 o c, o n� G Pr2o1-Ec77 ONS' Sl�� {f 23 X24. Pin ( A4 f %TL) f='E/` 5—/ /J G S-17Z^AII�P c I2- L4" l30/7?jM SMAAJ-z2 ll�" /� inL �9-8oy� G2ovnia 25. B210 5-r72,t'/V!% lt6O V6- l5 /4 /0" SS, 6,45&,Nt6/Vr /}-Lo/\�)G G+J- 7- &//✓C ©f- /0.¢ /u,6 I- , AIG iMdO13A3O ONn 3XIS J0 A111411O0 96616. o inr C13AI-3338. LD 9/95 - C:\WP51TORMS.K\BLDG PERM. CLR ESCROW #154444DD AP# -041-670-001 RECORDING REQUEUED BY' MID VAI I.EY 11it.E And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 �K %��� _. 8EAtAL - . 004 J.UL PDX" 996 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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: SEE ATTACHED imAL DESCRIPTION. Date: JULY 17, 1996 PROPERTY OWNERS: State of California ) County of ) beforeme, -�"'^ �f �' i v 0—.L— personally —.L— personally appeared ** DONALD M. SMITH AND CLAUDIA I. SMITH ** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. awrwlwnuualwuwwwweeuluwouwu..... uul. g OPFICIAL 66AL 999828 D Ul DONALD DRIVORI � NOTARY PUR-DC-LIFORNIA /s SignaturQ- eal: NOTACACOUNTY. OF BUTTE vJ 1 My OrKI'IIMI>fOOOR BI[plres 8eppi. 24;1997 w SS�nnummn elm a u. A.P.# yy pees! 3�•i ' Q t l' DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. THIS DEED IS MADE AND ACCEPTED UPON.THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 22, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL 'NO. 95-16637, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS. FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, . IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: r`' PARCEL III: CONTINUED' BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES_ MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00 DEG. 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG. 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. 21' 50." WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH '00 DEG. 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES. TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING -SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 19". EAST, CONTINUED PARCEL IV: CONTINUED 187.07. FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57" EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. A 1^ .r NORTHSTAR ENGINEERING 20 Declaration Drive - Chico, CA'95926 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT JOB NO: '5 72-+ LOCATION -J L4I V I E�,(tiI 122. LOT -V1 L ITN • OAKGJ DATE 11 - CODES: 1 -CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c =.2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger ructural Steel: ASTM A-36 , S' eel Pipe: ASTM A53 Grade B Cti el Tubing: ASTM A500 Grade A or B a hine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. od: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue-Lam.Timber: ANSI/AITC A190.1-1992 (-'--Simple Spans: 24F -V4 Combination Caniilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: psf 11 SeismicZone Wind Speed: 7 mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing (psf) ARE SPECIAL INSPECTIONS REQUIRED ? �7�� ��• ��� GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of 2-4- BY: —i M DATE: 0I c) ("I JOB NO: cJ 7 2 + PAGE ,2 OF NwthStar :. ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 PAP.TIAL L-ATFF-AL ALL, -,'-2 THAT po N o -T. �o�PLY l-�1 U �c 2`2 GRAVITY LOAD4 900F ING1L-G4�? ? a F � f''I ►�I 3. a �r1�L4L_ _ Z C2 I.3' pL,14. o ' 1, ♦ I � ,,� l �. � '� � . ���. _ ,Air?��r%�� . � _ '' `.. � ��?' R � � � M: [ } ' .. • ns Y ._ k. Fd •'� , i T r�a y �1F ^� 1 '�• � `r •� k. f^� `. 14.* µ, �r� yS �� ' � � .. Itl�'f � .. - .� .` • :�i.. �. ,M� 9 �.^ 4 .' �. •, . 4�- ��� f-:� :t� ,� .� , . � i^ � < ` � �� ,�y } t� �� . .�+ • _ �`• ,� t. :s y . �. ,, a+� .' >, , a- . �iF" r}.. ..' a „ - i + r t� r 4 � �; ' � ��• I � J� ' • ., r3', SHEAR WALL__5'C'HEDULE Z SHEAR WALL NO.Z No//2\ N0A3 N0A4 N0/5 N' o. NOA NO,� ALLOWABLE �m w �m • c LOAD/FOOT 260 380 490 550 640 130 980 1080 1,2,8 PLYWOOD 3/8u 3/8u 3/8" 3/8" 3/8" 3/8" 3/8"CDX �1 STRUCT I CDX CDX CDX STRUCT 1 CDX STRUCT I BOTH 3 BOTH 3 SIDES SIDES EDGEu NAILING ad 6" Sd(4n Sd(@3n Sd03u 4 d02 4 Sd02n SdP3u Sd(@3u FIELD NAILING ad 12" ad 12" ad (@ 12" ad (@ 12" ad 12" ad C@ 12" 8d (@ 12" ad (@ 12" SILL NAILING5fo I(6d C@ 4". 16d 3" 20d C@ 3" 20d (@ 2" 20d P 2" 20d (@ 2" 20d6@1-1/2 N.A. CLIP, BLOCK LS50 LS50 L590 1_590 LS90 1_590 LS90 A35 TO PLATE 0 22" P 14" (a 16"(@ l6"(@ 12" (a 12" ( 8" P 4" -ANCHOR BOLT 5/8" 0 5/8" (p 5/8" (p 5/8" m 5/8" 0 5/8" 0 3/4" 0 3/4" A.B. (SPACING) 52.". 36" 28" 24" 20" l6" ANCHOR BOLT A.B. (SPACING) 1/2" (P 36" I/2" ( 24" 1/2" 0N.A. IS° N.A. N.A. N.A. N.A. NOTES: I. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL i. 1/2" T1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" PLYWOOD WHERE OCCURS 0 o m o m L_ 7q N� C3 N x o 0 0 C2 n C., r cp n n ao r W T O D v CO CMLn— N m 0) Z m Z m � Z �m w �m • c Z C3 N x o 0 0 C2 n C., r cp n n ao r W T O D v CO CMLn— N m 0) BY: Jm!- DATE: to I (p JOB NO: `j 7 Z 4- , PAGE 4— OF NwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 CAL�UL-AT10Ne2 row A GHow- I30LT5 PER- �H�ARI�IAL.L � GGH Dl,IL-�. D��I� GAPAGIT`� 1�oLT-2 PSP- I:71 4 TA&L,F,: 2 :� -S - F 1 12" cp 12(20 + 12-7/,.x" (1.33) = 041 #1 PioL-T "2 272 1820 + 1980 1. ;3) = 12&0 4� goLT ANC�- HOR T C-APAG 1 T`(. 00 2 0+2 �I � (1.33) = O 17 d o � � g LT . 2 Zg .224(.841)= .Z90 'Az N A I L-,f� P�Iz ic-go R- �Po�T No. N 5,F - 272- 72I&� I& �I���� 4 t• 122 I NAIL-. SHF,AP I^IAL - LOAD/ FOOT -�5II�L- ( NAI L., NAIL GAPAr-ITY AN�Ho� PoL-T ANC�- HOR T C-APAG 1 T`(. 3f01` .224(.841)= .Z90 'Az -z) 3'' 4(122)= 4p�o S�8 A� 3�'I .�3(I.21� -.420 A 4(12-2) _ -410 ro 2 4'1 . 4-� (1.210 �.�40 rt �2 p loll. , 6.4 (.841 =.r-240 . A �V' a(I 2 2) A 6(I2 -Z)= 732 201' p&0(1.21&)-.7(00 A 730 1(0 cD 2" to (122) = 732 ��8 �� ►�" . 7� (I.2� =.�Go A, leo ll&,v I 11Zli 8 (I Z2) =IPO X14 �� I' . 7C2- 01.70) = 1.28 ® ioSo I I N. A. . ;� Is A - 14 � I�I� .7�(1.70)= 1.28 BY: M NofthStar DATE: �pl I JOB NO:- 724- _ ENGINEERING PAGE OF Civil Engineers • Planners • Surveyors BRACED WALL SCHEDULE TYPE DESCRIPTION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916.893-1600 A 1/2" GYPSUM WALLBOARD 4' WIDE ON STUDS SPACED A 16" O.C. MAXIMUM. NAILED WITH '5d COOLER OR WALLBOARD NAILS Q 7" O.C. TO ALL STUDS, TOP PLATE; AND SILL. ALL VERTICAL EDGES SHALL '.BREAK ON A STUD AND ALL HORIZONTAL EDGES SHALL BREAK ON A TOP PLATE,.S-ILL,.OR 2X BLOCKING.- NAIL SILL PLATE TO. WOOD FLOOR WITH 3-16d PER 16". ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" .DIAMETER ANCHOR BOLTS EMBEDDED 7" MINIMUM U 6'-.0" O.C. MAX SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH 1 BOLT LOCATED WITHIN 12" OF. EACH END. B 7/8" STUCCO WITH WOVEN WIRE 'LATH OR EXPANDED METAL. NAILED WITH 16 GA. STAPLE WITH 7/8" LEG OR'll GA. STAPLE 1-1/2" LONG WITH 7/16 -'.HEAD Q 6" O.C. TO -ALL STUDS, TOP PLATE, AND SILL. MINIMUM WALL WIDTH IS 4 FEET. NAIL SILL PLATE TO WOOD FLOOR WITH 3-16d PER 16". ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MINIMUM @.6'.-0" O.C. MAX .SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH 1 BOLT LOCATED WITHIN 12" OF EACH END. C 3/8" MIN. CDX PLYWOOD�OR 1/2" MIN. T1-11 SIDING WITH 8d @ 6" EDGE AND 12" FIELD ON STUDS SPACED A 16" 'O.C. MAXIMUM. ALL VERTICAL EDGES SHALL BREAK ON A STUD' AND ALL HORIZONTAL EDGES SHALL BREAK ON A TOP PLATE, SILL, OR 2X BLOCKING.. NAIL SILL PLATE TO WOOD FLOOR WITH 3-16d PER 16". ANCHOR SILL PLATE TO' FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MINIMUM Q 6'-0,11 O.C. MAX SPACING. USE A MINIMUM OF TWO BOLTS:PER PIECE WITH 1 BOLT LOCATED WITHIN 12" OF EACH END. 1 BY: J . DATE: I - JOB N0: 1:572.4 PAGE & OF NwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 P= 014 V= oz -i[ C15) BIZ + ('30 12-G] 2. 3 K A SS L -IME 101 PL, H T e),AL.L,L ocq i io►J� OTH = .2C-2--7 (9) 10= 2-1 7�. 0141 + .10 1)] HP I uC2E�1I �JD2A oil Z -ZX -(GAP. =Z.74 (2 . t2 7. C2 K SEi �I� 1 G V= 138 W 7. �5 i:� > 3.4 K o , IBJ I NJD -v-- = —7o 45 kl— = . 3(a& K11 (o. moi+ 14 y5E o. Q BY: J M R DATE: (o I JOB NO: `57Z4 PAGE 7 OF NwthStar ENGINEERING Civil Engineers • Planners • Surveyors oTrl C2 -i o -i _ (2I 3 (�.�� 2� I � (,'014-)4- H�.2 Hv62A c>N 2 2.x, CAP. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 t'IAX. --2TPu T F61 P, GE-,- 0 F' L4 E�- �T ZZ Ij To -r&--, PL F C-7.c5K162 ZO_.Z Uwe I ST & 224 ToP PL. SPLIGE (CAF ►SAX .YAP uuT FORS P R112GF QFTItiJ�4✓H�A�ZLLLI�J4✓ Z = Fz .BY: J M DATE: .JOB NO: c-3 7 Zq- PAGE 8 OF NwthStar �„" ENGINEERING Civil Engineers •.Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA495926 916-893-1600.. 5-1- 1�2 4 t + I-7.'�(f-211 0146,)(1 K 1; E -l- I No. zL oT1-'1=- v X14 (8) to = : 2r2 K1 ' �Z[--1 = (21'�7) H Z.`1 8 V= 2,) 4- �6 HD= 4_lj2-.,,-�-2- 1.-7 K 4 BY: imp— NwthStar DATE: Col I i0 rl '. 1 JOB NO: '::5724 ENGINEERING PAGE 9 OF Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 LIIJt�-A� <�0r1FARP, �.JIrJD vs. se 1z2 lc> u - . 02 I [.(14 �2) P + v=. tonI .014- �o�lolZ) o_l` _ 2T4K 2. > 2. 4- wI�]D 'V' o. zoo oT�l _ .200 i I HP I 11 U� r-,- ll HIP 2 A o hl 2 - 2.x (c. AF. = 2.7 K �IN� C � D ��o►,'1PA�� 1,Ji�lD v�.� s�l�r'11G� t = - 13 8[(60, (17) +- -1 CZ4i) .014 -� f32..(IU)Z). ol� = 3, o K �o 4 020 iC I f BY: imp- NorthStar DATE: (al 9 u . - � 1 4 . w .-7-1 20 DECLARATION DRIVE JOB NO: 24 ENGINEERING CHICO, CALIFORNIA 95926 3-1600 PAGE (a OF Civil Engineers • Planners • Surveyors L,N� C�aNTI� 1��> i =��2_� K� H `7. .-7 F.. AX. '5TP-l4T FO C, E, = F 80 2 - �I 7T 2 Z 4 F, To Tc-�)P PL. iCAP. 021[ -7(11)4-(12-1�) �a 4-7 K 4- + 30 r- L<11�1 0' kJALL I -7. � (. 014) + 10 (. 01) �1. HD = 4.45 - .GK- 4 Hv ZA Zx (GAP. =1 • `7 r BY: J M p, DATE: Co 19 & JOB NO: 15 7 2 q - PAGE II OF NwthStar :. ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 i �IN� L4 e,9) (30) to o 14) 1.0., .1 )] 3 8 K. oz 7 +e i STH = .242- I 7 K-'-12 L� S G HP Z A o �J 2 -ZX (CAF. : i . 1 BY: —j m p— DATE: (p 19 (14 JOB NO: Gj �Z4 PAGE I'L OF NofthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 L-,AVA c--,/A� �D �GZI�AG��! o�FPl►�l�lY„D�TAI �- V✓,-r�,�Ql,q.n( }�(� FF �•�../.�.� I� • J�/1 f D;, --7-F, 'l I tA FAGITYo' ofCIO fIc = 2 K�;7f SI(1�T22 f�'1 --A TA L,0 C� � � . I.� ��� P G. 14 7oI� of d I �TA�L-A T IoN� T” N [z5--FOP-7 F � � ?MEA R- = 2.-169K- ST�,;aL A= o. 2 v I N Fg AL.LO►.�1AgLE = . ZD (24 1 = �i'• �i � % 2 . I CO .MAX. 5 H SAF- = 2 . I & K o �I QI��.A�G �o � 2 0 G 1�1 G I2 ET i u 5� FACT o fz F A F F,7 Y A L L O l.._1 A P S H a A MAA LAT���L, Q2 L - Z Z . T le2 # DOwGL-- I.J I & 11 1-7,I 1ae�R 'o Z4- 11 0. c. SIr-1oN �T 22 SSPF CA -T 10 rJS p�. 122 SPECIAL INSPECTION.--F-OR,EP_OX-IED BARS Special inspection for the foundation dowels will be provided by the engineer of record, Jeff Richelieu. The following items shall be inspected and,verified in the field. 1. Verify that the holes drilled in the rock are 3/4" diameter and a minimum of 6" deep. 2. Verify that the drilled holes into the rock have been blown clean with oil free compressed air then cleaned with a nylon brush and then blown clean again. This operation shall be performed immediately prior to the installation of the epoxy and dowel. 3. Verify that the epoxy used is the specified epoxy (ET22 manufactured by . Simpson). 4. Verify that the ET22 is gray in'color prior to filling the holes. If it is white or black in color when it comes out of the mixing tube it shall be rejected.- 5. ejected: 5. Verify that the steel dowels are clean and oil free prior to installation and that they are the specified size, grade of steel, and total length. 6. Verify that the dowels are installed at the specified spacing, and inform the contractor that the dowels shall remain undisturbed for a minimum of 4 hours after installation. 7. Verify that the contractor is providing the minimum cure time as specified by the manufacture prior to pouring the footings. For ET22 at 80 degrees the minimum cure time is 24 hours. In addition to verifying the above listed .items, the special inspector shall provide the contractor with a copy of this report and the manufacturer's recommendations before the contractor begins work. r _ Y*; ri Sit, s; °�-� t--. �� �: E i .Y :, �.� �r�: �W`,'f __ ;k; �� ° +i .}; � .; " 4; rY .. ,s . _� , 'i r * '7 wcn. Y ,� � � � ,R � _ � : � F. .R {: -'� . •. � a4�'' i . . r+° .. ".� � . .;r �: •"S= `` ' . ,. +.. x` ,.. � , T.. ' � , ��� ' l . ��^.�, ., y � r� `. � �,� . - I�� • � 3 =.R ��- '� t' •7 `'�' ' � 7 ea'� t ~� ' � 1 f .. -� §. .�' i 'Y ��. � � �,�. ~ .. e �tw � i ' tl� OJy '�+ �� � , `i'!`f;: ytX''' 7 , t� a � . . .... � x ..«. s-.T.-�' ff f: EpoxyTie"' PI4- = WHAT IS AN Epoxies offer stronger bonding, shorter cure time and less hydrolization than other "EPDXY ADHESIVE types of resin anchors. The Epoxy Tie is a low cost, high performance adhesive . SYSTEM? that provides excellent bonding and requires less curing time. The two component amine -based system may be used for: high strength structural anchoring fastening bolts into concrete and masonry walls ■ filling non-structural cracks up to 3/4" wide ■ repairing cracks in bricks, ceramics, unreinforced masonry or concrete ■ rebar dowelling . Features: • Easy Mixing The disposable static mixing nozzle blends the resin and the hardener automatically and thoroughly to allow accurate dispensing. ■ Reliability The automatic proportioning in the mixing nozzle assures maximum bonding strength and minimum curing time. The nozzle elimihates the inconsistent performance that often results from inadequate mixing. ■ Easy to use The gel consistency allows horizontal and vertical applications. ■ Reduced Shrinkage Shrinkage during cure is between 1 and 2%, compared to shrinkage of polyester systems of between 10 and 15% upon cure. ■ Moisture resistant The Epoxy -Tie is is a chemical anchor that is more resistant to hydrolization, which occurs when a bond breaks . down in the presence of water. • Low odor Whether using or storing the Epoxy -Tie, the chemicals do not have a strong odor One year shelf life Corrosion Protection The epoxy compound seals the hole and encapsulates the embedded portion of the threaded rod, protecting it from the corrosive action of water or chemicals. This system may be used in waste water treatment facilities, food processing and similar "wet" environments. Visible supply level on transparent cartridge (ET22)' The unique transparent measuring gauge allows the exact amount to be dispensed. It also shows how much epoxy is left in the cartridge. ET22 code listing ICBO # 4945; SBCCI 94145; City of L.A. Nos. RR 25120 and RR 25185. Submitted to Dade County, FL 4/94. The Epoxy -Tie meets the following specifications: ASTM C 881-90 Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. ASTM E 488-90 Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. Unreinforced Brick For brick installation with a 22/20 angle bolt application, the allowable tension load is and Masonry Loads 1200 lbs. Allowable shear load for a through or shear bolt application is 1000 lbs. Loads for installation into hollow concrete block in tension is 350 lbs, and in shear is 330 lbs. Loads for installation into grouted concrete block in tension is 1225 lbs, and in shear is 1190 lbs. Epoxy VS Stronger Anchoring: The ET system provides significantly stronger anchoring than can Mechanical Anchors be achieved with comparably sized mechanical anchors. Mechanical anchors stress the concrete; the Epoxy -Tie system strengthens the surrounding material. Vibration Resistance: In vibratory load environments, embedded mechanical components work against the concrete, pulverizing the material and loosening the anchor. ET bonds with. the concrete and doesn't work against the material when vibration occurs. Close -interval installation: Expansion -type mechanical anchors exert stress on the surrounding material when installed. They must be spaced at 1.5 x embedment depth. Epoxy bolts can be spaced at 1.0 x embedment depth for extra anchoring strength. 2 C Copyrght 1994 SIMPSON STRONG -TIE CO.. INC. i' SIMPSON �� : PDXY j..Le • � � ET22= J. Epoxy -Tie.. For concrete: temperatures > 40' F Cartridge: 22 fluid oz/: 39 cubic in: EDT22 Dispensing Tool Limited one year warranty against defects in material and workmanship For `use with ET22 and ET22C ET22C Epoxy -Tie (cold concrete formula) For concrete temperatures 25' F to 45° F Cartridge: 22 fluid oz/ 39 cubic in. ET1.7KT Epoxy -Tie Kit Retail kit which includes an ET1.7 cartridge, a twin plunger and two nozzles Epoxy -Tie Set and Cure Schedules Set indicates time before a load can be applied, e.g. torquing a nut. Do not disturb anchors during set time. Cure indicates time at which anchor will reach published load values. IMPORTANT Dispense bead of Epoxy -Tie off to the side to check for proper mixture (a uniform gray color) before using. Epoxy -Tie will = form an adhesive bond when dispensed as black or white. BOLT DIAMETER EMN22 Mixing Nozzle ET22C For use with ET22 andETS = ` 3/8 % 31/2^ 63 yZ" 414' 38 Screens 5" 25 ETS1x8 and ETS1x15 ....__ 15 screens for use with back 7,/2 ET1.7KT Epoxy -Tie Kit Retail kit which includes an ET1.7 cartridge, a twin plunger and two nozzles Epoxy -Tie Set and Cure Schedules Set indicates time before a load can be applied, e.g. torquing a nut. Do not disturb anchors during set time. Cure indicates time at which anchor will reach published load values. IMPORTANT Dispense bead of Epoxy -Tie off to the side to check for proper mixture (a uniform gray color) before using. Epoxy -Tie will = form an adhesive bond when dispensed as black or white. BOLT DIAMETER MINIMUM EMBEDMENT DEPTH HOLES PER CARTRIDGE 3/8 % 31/2^ 63 yZ" 414' 38 5/8 5" 25 3/4" 63/4" 15 7/8 % 7,/2 11 9 This chart allows up to 25% waste. EMN1.7-11 ._ ........_.s_...._......._,...... Mixing Nozzle 2 replacement nozzles for use with ET1.7. BOLT DIAMETER MINIMUM EMBEDMENT DEPTH HOLES PER CARTRIDGE 3j8" 31/2" 6 ,/2" 4t/4" 4 s/8" 5" 3 3/4 . 63/4,. 2 7/8., 71/2" 1 This chart allows up to 25% waste. TEMPERATURE 25°F 32°F 40°F. 45°F 60°F 80-F Set ET22 — — 18 hrs — 6 hrs 4 hrs 4 hrs time ET22C 6 hrs 4 hrs — 13/4 hrs — — — Cure ET22 — — 72 hrs — 24 hrs 24 hrs 12 hrs time __ET22Cj 6 hrs 4 hrs — 13/4 hrs — — — 3 © Copyrght 1994 SIMPSON STRONG -TIE CO.. INC. ',��1 E OXY -Tie p Epoxy -Tie ■ Insert cartridge into dispensing tool. Preparation ■ Remove plugs from cartridge and purge some epoxy off to the side to set the cartridge wipers at the same level. Attach a clean mixing nozzle which is free of gelled or hardened material. ■ Tighten retaining nut on nozzle. DO NOT OVER -TIGHTEN. Dispense bead of Epoxy -Tie off to the side to check for proper mixture (a uniform gray color) before using. ■ Caution: Epoxy will start to harden in the mixing nozzle after 7-8 minutes. Epoxy will harden faster as the air temperature increases. Replace nozzle to avoid blowouts. ■ If using a pneumatic dispensing tool, air pressure must be regulated at 80-100 psi. ■ A partially -used cartridge may be stored up to one year for . future use. Store at a temperature above 45°F. Installation into CONCRETE Ion RESIN 11HARDENER HAf ===)Z The white resin ii:Jif undergoing and black 262,144 hardener mix •o°e o o ° separations automatically 0.0 before being in the nozzle, dispensed. Installation into BRICK or MASONRY Drill—Drill hole to specified diameter and depth. Clean—Remove dust from hole with oil -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in hole will reduce the epoxy's holding capacity. Fill—Dispense bead of ET off to the side to check for proper mixture, shown by a uniform gray color before using. FII screen with ET. Always start by filling from the bottom of the screen to avoid air pockets. Insert screen into hole. Insert—Anchors must be clean and oil free. Insert anchor, turning slowly until anchor hits the bottom of the screen. Do not disturb during set time. 4 © Copyright 1994 SIMPSON STRONG -TIE CO., INC. '.o :O .O . •o°e o o ° 0.0 0.0 O R: 0 0 oo O, 0. 00, 0. -° e0 O : Q O. Q •° O ° •° O O. ° ° •o e0 . °. ° o O ° o oo ° o •. ° t o. OO °o• . OO oo' O .O d o �'o• , O .O o o .. uo• . .. oO ° •. Drill—Drill hole to the Clean—Remove dust from Fill—Dispense bead ET to the side to Insert—Anchors must be clean and oil free. specified diameter and hole with oil -free compressed air. Clean with nylon brush of off check for proper mixture Insert anchor, turning depth. and blow out remaining dust. (a uniform gray color) slowly until the anchor Dust left in hole will reduce the before using. Fill hole hits the bottom of the epoxy's holding capacity. halfway, starting from hole. Do not disturb bottom of hole to avoid during set time., air pockets. Withdraw nozzle as hole fills up. Installation into BRICK or MASONRY Drill—Drill hole to specified diameter and depth. Clean—Remove dust from hole with oil -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in hole will reduce the epoxy's holding capacity. Fill—Dispense bead of ET off to the side to check for proper mixture, shown by a uniform gray color before using. FII screen with ET. Always start by filling from the bottom of the screen to avoid air pockets. Insert screen into hole. Insert—Anchors must be clean and oil free. Insert anchor, turning slowly until anchor hits the bottom of the screen. Do not disturb during set time. 4 © Copyright 1994 SIMPSON STRONG -TIE CO., INC. Epox�-Tie 7� 0 Allowable Tension and She Loads for Threaded Rod Anchors 1. See footnotes listed below. 20 Allowable tensile loads for minimum concrete conditions 3. The anchors experience a reduction in tensile and shear , on the average ultimate load. They may not be increased for load duration. capacity with increased concrete temperatures. The load ' ALLOWABLE TENSILE BOLT ALLOWABLE TENSILE LOADS (lbs) W ALLOWABLE SHEAR LOADS (lbs) LOAD CONCRETE DRILL MINIMUM DIA. EDGE COMPRESSION BASED ON DISTANCE BASED ON = 2595 x 2/31/4 =1597 lbs. BASED ON BASED ON STUD BIT EMBEDMENT SPACING DIST BOND STRENGTH 12" STEEL STRENGTH BOND STRENGTH STEEL STRENGTH DIA DIA DEPTH 7/8 No.6 fc = 2500 1 fc = 4500 A 307 A 193 Gr. B7 fc = 2500 fc = 3000 fc = 4500 A 307 A 193 Gr. B7 7850 9070 No.8 11/a" 1 8'/4" 1 12" 1 ET22 ET22C ET22 ET22C (SAE 1018) (SAE 4140) ET22 ET22C ET22 (SAE 1018) (SAE 4140) 3/8" '/Z" 31/2" 41/2" 25/8" .2220 1550 2895 1575 2080 4580 1020 1750 1020 1040 2290 1/2" 1 5/8" 41/4" 6" 31/4" .2595 2700 4310 2715 3730 8210 - 2415 3375 2415 1870 4110` 5/8" 3/4" 5" 7'/2" 33/4" 4375 4010 6170 4865 5870 12910 3485 2965 3485 •2940 6466- 4603/4" 3/4 " 1/8" . 63/4" 9" 5" 6970 7040 7325 7040 8490 18680 6480 4380 1 6480 4250 1 93401 1" • 7'/2" 10'/2" 5s/a" 8005 8290 10640 9265 12000 26400 6240 7275 6720 6000 12800 1" 1'/a" 81/4" 12" 6'/4" 10450 1 8875 12400 9480 15700 34500 7185 7275 1 7200 7820 17200 1. See footnotes listed below. 20 Allowable tensile loads for minimum concrete conditions Plan View of Minimum Concrete Condition 0 Allowable tensile Loads for ASTM A615 Gr 60 Reinforcifig Bar 3. The anchors experience a reduction in tensile and shear , on the average ultimate load. They may not be increased for load duration. capacity with increased concrete temperatures. The load ' ALLOWABLE TENSILE BOLT EDGE W EMBEDMENT LOAD CONCRETE DIA. (m) DIA. DIA. COMPRESSION is given to fire conditions. DISTANCE STRENGTH (ET22) = 2595 x 2/31/4 =1597 lbs. fc = 2000 (ET22) 5/8 13/4" 6 91/2" 2680 5/8 6 12" 4040 7/a �,- J"E 41/4" 12'/z" 4250 7/8 No.6 7/a" 15'/2" 5835 Plan View of Minimum Concrete Condition 0 Allowable tensile Loads for ASTM A615 Gr 60 Reinforcifig Bar 1. Allowable loads for bond strength are based on a factor of safety of four , 3. The anchors experience a reduction in tensile and shear , on the average ultimate load. They may not be increased for load duration. capacity with increased concrete temperatures. The load ' Allowable load must be the lesser of the bond or steel strength. CONCRETE REBAR DRILL BIT MINIMUM SPACING EDGE COMPRESSION DIA. DIA. EMBEDMENT is given to fire conditions. DISTANCE STRENGTH (ET22) = 2595 x 2/31/4 =1597 lbs. m 60 DEPTH MENNEENIEN ° 50 fc = 2500 1 fc = 4500 No.4 s/a" 41/4" 6" 3'/4" 3055 3565 No.6 7/a" 63/4" 1 9" 5" 7850 9070 No.8 11/a" 1 8'/4" 1 12" 1 6'/4" 9065 10240 1. Allowable loads for bond strength are based on a factor of safety of four , 3. The anchors experience a reduction in tensile and shear , on the average ultimate load. They may not be increased for load duration. capacity with increased concrete temperatures. The load ' Allowable load must be the lesser of the bond or steel strength. factors noted in Figure No. 4 must be applied to the values 2. The tabulated values are for anchors installed at the specified spacing noted in the tables above when the anchors are installed . in locations where concrete temperatures may exceed 72°F. and edge distances. Spacing and edge distances may be reduced to half of the specified as long as the load is also reduced. Linear 4. The anchors cannot be used to resist pullout forces in interpolation may be used. overhead and wall installations, unless proper consideration Example:'/2" dia. bolt in 2500 psi concrete is given to fire conditions. installed 2" from the edge = 2595 x 2/31/4 =1597 lbs. m 60 Use multiple reduction factors if necessary. MENNEENIEN 4] Concrete Temperature versus Load Reduction for ET22 5 OCopyright 1994 SIMPSON STRONG -TIE CO., INC. 100 90. 0 80 0 70 v m 60 MENNEENIEN ° 50 a 0 40 u rn 30 v a20 10 0 70 80 90 100 110 120 130 140 150 160 Temperature (° Fahrenheit) 5 OCopyright 1994 SIMPSON STRONG -TIE CO., INC. BY: DATE: JOB NO: 724 - PAGE JC$ OF NbrthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 ------------- 1-kFR I-:Z,4AI 7Z STFEL tel.' 1,9Z,4N kV L a -- k8 7e vp MFU- 9,y .24/ 11\1-;;,7Al-Z- PP -P, NRG.- Hlz. V,5�R 22V,441 32" OF 57FM LV,4ZL 70 ALL FS711L*0 11V7Z) 111V,9157U -Po/Z C/211= TYACAL'PININED FOOTING BY: i m P DATE: 69 1 (Q JOB NO: rJ % 2 4 PAGE I ci OF ENGIN ERING Civil Engineers • Planners • Surveyors aNGHoR �oLT PER SHEARWALL SGH�-,DUL� pocvT PER PLAN Hol. G:�>IJ N PE{Z PLAN B0TTO�l PLAT t PLYWP Pt;R PLA► J RIM JOIST soLl[� 13LOCKIN -TALL HoLPo . S o - .To -, a P.T. Sd LL Q O --"5T5-:r-,L, P FR PLP.nI M---29 ' co�,J• ATG. PEP- � IF "PoSTu IS A�TL.lALLY Doy6LE 5TUI7, �D�E NAI�I►JG IS R-5aL-IIR5D r-P-oM PLY[ -JD INTO 51"\GH STL P FULL Mr-IcaHZ ANCHOR BOLT 5GF-��DLILE HD AW<--H0K oLT . Le mlI j. GAPACITS' NIIN. STFM T�-iIGKNIE, 2 HD2A --2`5Tf,.Z.0 Hpr2-A �TI24 r" zo�i HD 6A SSTE .34 S" Z8 " 5. 10 K 8" HP OA �sT� �4 �� ZS n 7 �1 I K 8 �� HD IoA SSTB34 1 24" z 8" 8:89 K 8" TYPICAL HDLDOWIQ: NO SCALA BY: S tj p— DATE: I JOB NO: PAGE 'Z O OF NodhStar 4ROFESSS 49 ENGINEERING wQ14i M Oil Civil Engineers • Planners • Surveyors I z C 053MD TION DRIVE ORNIA 95926 1-1600 _�yQ `f/ �•1 VIL �yti�` �� Op CALIF O4 AtJGI-bR 13,0 LT . pF� K 51-IE,ARi..�ALt, SGN�DUL� PosT PSR PL -,6.r1 Hol- DOW N PSR - PLAN LL- coN�f��T� - FOOT tJG PER �LAN� SIF PosT" IS AGTyl4•LLLY DOUR -t -E--- STL4p �DG-i� NAILING I5 �Z G2UIFz D �OI�'1 PL"(l,l p N - Tc F,"o,LH �-fI-ID FuI�L N�IC�F-IT, ANcHoR P�l-T :�,cHr--T?ul,F,� HD ANcHoR P� dc. Le GAPAG IT Y HI J- '57r -,M 5 HDZA -'ll1 11 HD A . S TBZq. 51' Zo 4.o5; K-: HDBA 1f.34 511 2 S" 7. 1 K• gI� H b 10A T�, 34 T.YPI6 AL- HoL-DOW N G BY: TM(z. DATE: 6114-11 JOB NO: 4J %Z 4 - PAGE 2-I OF NofthStar ENGINEERING Civil Engineers 9 Planners • Surveyors 4gOFESSIpN4L� 0 ��Q�v44r�`( M• RIC$ �L �w4 • Z0; C;; RATION DRIVE a C 053590 CHIC ,CAL ORNIA 95926 916-873.1600 _ , ,-v ! CIVIL 1r. OPTIONAL PLYW0. To NVrz o -- . NGIL- CLIP ReGZP IF JoINT occuRs HARE) ANGI_E,: ..C -.LIF PC --P, �H BAR WALL SGHF,DUI,C-, CAf5 E,A�ED ON �ocP•T to N OF Pi_Y► JP. JOINT) FI,00R Jo IST PFR PLAN I I�LYI:JD �N PSR SH�ARI.JALL SGHI✓D . OPTIoNAI- FLYI JP Jo ANT (ANGLE Gl-IP (��GiD- I JoINT 0,-GU12,5 HF -PE) ;HaAR TRAQsFe� HoI.DoW�-I i POST PER PL-AlN PE, R, FLA ING SLID BLOCK �O HoL(bW� � STRAP HoLDoWN � PosT TO MaTCH ASoVE-�_ STRAP 4 PosT PSR PLA N STup PSR PL -A N Ho�Do�N oR STRAP B�Tw��N ��RS (NO SEAL E� BY: imp - DATE: mp- DATE: to (p JOB NO: PAGE 2 2 OF lftlhStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893.1600 SHEAR TRANSFER - 1.10 SGALE 2ooF FRAM IIJG-1 PER PLAtJ PLYl-1D. NAIL PFfZ SHEARI,,JL- H a P W L_ e- HaPWL_: I�1 L L. P E 2 FLAN L -J I STUDS Q I&11 <n. C. 0ALLOCIQ F(zAM�D BY: f r, p - DATE: 6G I -7 & JOB NO: S % 2 4 - PAGE 2 �. OF -..... 4ROFESSIOiy� wA�o ��� M• R/Cyd "1 C", . NofthStar - .111; 1 `w 2 C'LA' TION DRIVE E N G I N E E R I N G: a o5s�c� c c0, CA V[ORNIA 95926 Exp. ���� 1 -� 3-1600 Civil Engineers • Planners • Surveyors m -. pLYI..1R�s; V, PLAKI� I E✓N = 8c; � . GLIP PER SHEARL�IALL SGHEpuL� 2�c 6Lac;K �NTINUoLI`7 FR-AMINC-� MF— ?VAl'-] pL-y ;>�.N- SILL NA1L Pf✓R ARI�.IA-LL S�Ni✓DUL� 2x4 C-oNTINWOW ziov5-lz SHr-,AIZ,LJALL oNI-r r -X4 o 1&11 o.G. ,O ZH:APWA.LL - FRAi iINU M5MFL- rz .5- � . �HEARI.JALL- - aNLY' [-JALL PF,R- PLAN 5Ht5AF- I,.JALL Sc.Ht-::'PuL5 SHEAR TRANSFER uzo BY: DATE: JOB NO: PAGE O'F hStar ENGINEERING Civil Engineers o Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 ROOF FP-AMJ6j'F'aF, PLA �- -IF F z2Hr-,^F-I,^JALA- '5c- HS-; DU L- t:,: 1� H ,[2 P r-, P, `2HWA?,WALL,. IZANSF�f�, , OH' O VqoFESSioV M. RIC C 053590 Ekp.. — CIVIL OF CAL F0?' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title........ The Smith Residence- Project Address........ Lot #1 Mountain Oaks Est.******* Date..... .. 07/01/9t=' Butte Count' Documentation Author... Marty Runnells *****0* Energy Calculation Services Bu in(fe it 1907 Mangrove Avenue, Suite D P an C � Chico, CA 95926 Date 916-894-8466 Fie C Climate Zone.... 11 _cc Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercc:np, Inc. MICROPAS4 v4.50 File -96172S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2558 SF Residence Component Type Wall 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 -value.... 2558 sf Single Family Detached New Front Facing 42 deg (NE) 1 1 Raised Floor 24.5 0 of floor area 0.53 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Assembly Type R -value R -value U -Value Location/Comments n/a R-19 R-n/a 0.065 FRONT TO GARAGE Door Roof n/a n/a R-0 R-n/a 0.330 S1abEdge n/a R-30 R-0 R-n/a R-n/a 0.031 0.900 S1abEdge SlabEdge n/a n/a R-0 R-n/a 0.720 Floor n/a R-0 R-19 R-n/a R-n/a 0.500 0.037 Orientation Front (NE) Front (NE) Front (NE) Front (NE) Front (NE) Front (NE) Front (NE) Left (SE) Left (SE) Left (SE) Left (SE) Left (SE) Left (SE) Left (SE) FENESTRATION # of Area U- Pan- (sf) Value es 25.0 0.520 2 9.0 0.520 2 20.0 0.550 2 9.0 0.520 2 7.5 0.510 2 30.0 0.520 2 12.5 0.510 -2 0.520 2 1. N0 0.520 2 0.520� 2 RIGHT , LEFT, BACK TO GARAGE TO ATTIC TO EXTERIOR TO EXTERIOR TO GARAGE RAISED FLOOR Interior Shading/ Description Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Stcl ED 0.520 2 `Dr.! a -D e 42.0 0.520 2 D 20.0 0.550 2 kr pes.Std 40.0 0.520 2- Drapes.Std Exterior Shading None None None None None p1e ore a Itone None None None Over- ; hang/ Framing Fins Type - Yes VinylDiv -. Yes VinylDiv Yes Glz<50%Di Yes VinylDiv Yes VinylDiv -i None VinylDiv Ii None VinylDiv Yes VinylDiv Yes VinylDiv ==I. Yes VinylDiv Yes VinylDiv Yes VinylDiv- Yes WoodDiv Yes VinylDiv i ' R�t x j rf, Mr r r-i•.. :, batt. '� � r. , •. �� I � � k.. � ' },p ice; � _,t' �', p ,. { Y . t Ak CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Smith Residence Date...... . 07/01/96 j, MICROPAS4 v4.50 File -961725 Wth-CTZ11S92 Program -FORM CF -i User#-MP1333 User -Energy Calculation Servic Run -2558 SF Res_ience Orientation FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description Over - Exterior hang/ Framing Shading Fins Type Window Left (SE) 6.0 0.520 2 Drapes.Std None Yes VinylDiv Window Back (SW) 21.0 0.520 2 Drapes.Std None Yes VinylDiv Window Back (SW) 16.5 0.510 2 Drapes.Std None Yes VinylDiv Window Back (SW) 21.0 0.520 2 Drapes.Std None Yes VinylDiv Window Back (SW) 21.0 0.520 2 Drapes.Std None Yes VinylDiv Window Back (SW) 32.0 0.520 2 Drapes.Std None Yes VinylDiv Window Back (SW) 8.8 0.520 2 Drapes.Std None Yes VinylDiv = Window Back (SW) 20.0 0.520 2 Drapes.Std None Yes VinylDiv Door Right (NW) 20.0 0.550 2 Drapes.Std None. Yes WoodDiv Window Right (NW) 20.0 0.520 2 Drapes.Std None Yes VinylDiv x Window Right (NW) 18.0 0.520 2 Drapes.Std None Yes VinylDiv- Window Right (NW) 18.0 0.520 2 Drapes.Std None Yes VinylDiv.;`,;: Window Right (NW) 32.0 0.520 2 Drapes.Std None Yes VinylDiv.'-:--._' Skylight Horz 6.0 0.800 2 None None None Metal Skylight Horz 6.0 0.800 2 None None None Metal _- THERMAL MASS _ Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 91 3.5 ENTRY S1abOnGrade No 549 3.5. TYPICAL = HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Gas 0.780 AFUE Crawlspace ACPackage 10.00 SEER Crawlspace Duct Thermostat R -value Type R-4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS Number in Tank Type Heater Type Distribution Type System Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS Tank Energy Size Factor (gal) External Insulation '_` R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 Project Title.......... The Smith Residence Date.... MICROPAS4 v4.50 File -961725 Wth-CTZ11S92 Program -FORM CF- User#-MP1333 User -Energy Calculation Servic Run -2558 SF Res COMPLIANCE STATEMENT CF -1R .. 07/01/96 R = dence = This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, -Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be.built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER OWNER DOCUMENTATION AUTHOR Name .... �P m.0 A L7 M sn l ry Name .... Marty Runnells Company. Company. Energy Calculation Services Address. S'o p D 'Vfs-r4 Address. 1907 Mangrove Avenue, Suite D -WAY n R A .z S4r- c 9S9 6r Chico, CA 95926 Phone... /4- 97Z 526 A Phone... 916-894-8466 License. Signed.. Signed.. of 96 _ ate ate - - ENFORCEMENT'AGENCY - Name.... Title... Agency.. Phone... -. Signed.. s date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 Project Title.......... The Smith Residence Date...... Project Address........ Lot #1 Mountain Oaks Est.******* Butte County *v4.50* MF -1R . 07/01/96 Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone..... ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -961725 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2558 SF Residence Lowrise residential buildings subject to the Standards must contEin 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 binding 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 manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(i): Slab edge insulation - water absorption rate no greater than 0.3a, water vapor transmission rate no greater than 2.0 _ perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(8): Vapor barriers mandatory in Climate Zones 14 and'16 a 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 Project Title.......... The Smith Residence Date..... MICROPAS4 v4.50 File -961725 Wth-CTZ11S92 Program -FORM MF User#-MP1333 User -Energy Calculation Servic Run -2558 SF Res MF -1R . 07/01/96 2 fence ' SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASU:'!iS Desic n- er 110-13: HVAC equipment, water heaters, showerheads and'faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. S.,Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa'heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Enforce-' ment Design- Enforce,: er ment ✓ - COMPUTER METHOD SUMMARY Page 1 C-2R Project Title.......... The Smith Residence Date........ 07/01/96 Project Address........ Lot #1 Mountain Oaks Est.******* - Butte County *v4.50* Documentation Author... Marty Runnells ******* Bui inc; Permit Energy Calculation Services 1907 Mangrove Avenue, Suite DPP a�C�ie�c Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone. ......... 11 Compliance Method...... MICROPAS4_v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96172S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2558 SF Resicl.ence MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 15.38 14.97 0.41 14.43 14.08. 0.35 10.21 10.21 0.00 40.02 39.26 0.76 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 2558 sf Single Family Detached New Front Facing 42 deg (NE) 1 1 ReducedYear Raised Floor 1 23150 cf 2558 sf 2558 sf 640 sf 24.5 % of floor area 0.53 Btu/hr-sf-F 9.1 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 2558 23150 1.00 Yes Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 Project Title.......... The Smith Residence Date..... MICROPAS4 v4.50 File -961725 Wth-CTZ11S92 Program -FORM C-21 User#-MP1333 User -Energy Calculation Servic Run -2558 SF Res: OPAQUE SURFACES C -2R 07/01/96 .ence Area U- Insul Act Solar Form 3 Loc ►tion/ - Surface (sf) value R-val Azm Tilt Gains Reference Con.::lents HOUSE 1 Wall 280 0.065 19 42 90 Yes None FRONT - 2 Wall 122 0.065 19 42 90 No None TO GARAGE 3 Wall 551 0.065 19 132 90 Yes None LEFT 4 Wall 375 0.065 19 222 90 Yes None BACK 5 Wall 389 0.065 19 312 90 Yes None RIGHT 6 Wall 288 0.065 19 312 90 No None TO GARAGE 7 Door 18 0.330 0 312 90 No None TO GARAGE 8 Roof 2534 0.031 30 n/a 0 Yes None TO ATTIC 12 Floor 1918 0.037 19 n/a 0 No None RAISED FLOOR s PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE - 9 SlabEdge 8 0.900 R-0 No TO EXTERIOR 10 SlabEdge 62 0.720 R-0 No TO EXTERIOR - 11 SlabEdge 34 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 25.0 2 VinylDiv Slider 0.520 42 90 0.88 0.78 Drapes.Std 2 Window 9.0 2 VinylDiv Slider 0.520 42 90 0.88 0.78 Drapes.Std _ 3 Door 20.0 2 Glz<50%Di Hinged 0.550 42 90 0.88 0.78 Drapes.Std 4 Window 9.0 2 VinylDiv Slider 0.520 42 90 0.88 0.78 Drapes.Std' 5 Window 7.5 2 VinylDiv Fixed 0.510 42 90 0.88 0.78 Drapes.Std - 6 Window 30.0 2 VinylDiv Slider 0.520 42 90 0.88 0.78 Drapes.Std - 7 Window 12.5 2 VinylDiv Fixed 0.510 42 90 0.88 0.78 Drapes.Std = 8 Window 54.0 2 VinylDiv Slider 0.520 132 90 0.88 0.78 Drapes.Std 9 Window 53.4 2 VinylDiv Slider 0.520 132 90 0.88 0.78 Drapes.Std - 10 Window 16.0 2 VinylDiv Slider 0.520 132 90 0.88 0.78 Drapes.Std 11 Window 21.0 2 VinylDiv Slider 0.520 132 90 0.88 0.78 Drapes.Std 12 Window 42.0 2 VinylDiv Slider 0.520 132 90 0.88 0.78 Drapes.Std - 13 Door 20.0 2 WoodDiv Hinged 0.550 132 90 0.88 0.78 Drapes.Std 14 Window 40.0 2 VinylDiv Slider 0.520 132 90 0.88 _ 0.78 Drapes.Std 15 Window 6.0 2 VinylDiv Slider 0.520 132 90 0.88 0.78 Drapes.Std 16 Window 21.0 2 VinylDiv Slider 0.520 222 90 0.88 0.78 Drapes.Std 17 Window 16.5 2 VinylDiv Fixed 0.510 222 90 0.88 0.78 Drapes.Std 18 Window 21.0 2 VinylDiv Slider 0.520 222 90 0.88 0.78 Drapes.Std -_ 19 Window 21.0 2 VinylDiv Slider 0.520 222 90 0.88 0.78 Drapes.Std - 20 Window 32.0 2 VinylDiv Slider 0.520 222 90 0.88 0.78 Drapes.Std 21 Window 8.8 2 VinylDiv Slider 0.520 222 90 0.88 0.78 Drapes.Std 22 Window 20.0 2 VinylDiv Slider 0.520 222 90'0.88 0.78 Drapes.Std 23 Door 20.0 2 WoodDiv Hinged 0.550 312 90 0.88 0.78 Drapes.Std e COMPUTER METHOD SUMMARY Page 3 Project Title.......... The Smith Residence Date..... MICROPAS4 v4.50 File -96172S Wth-CTZ11S92 Program -FORM C-2 User#-MP1333 User -Energy Calculation Servic Run -2558 SF Res FENESTRATION SURFACES 07/01/96 lence # of Vent SC SC Interior _ Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 24 Window 20.0 2 VinylDiv Slider 0.520 312 90 0.88 0.78 Drapes.Std ' 25 Window 18.0 2 VinylDiv Slider 0.520 312 90 0.88 0.78 Drapes.Std 26 Window 18.0 2 VinylDiv Slider 0.520 312 90 0.88 0.78 Drapes.Std 27 Window 32.0 2 VinylDiv Slider 0.520 312 90 0.88 0.78 Drapes.Std 28 Skylight 6.0 2 Metal Fixed 0.800 42 0 0.88 1.00 None 29 Skylight 6.0 2 Metal Fixed 0.800 42 0 0.88 1.00 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin-, Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght..; HOUSE _ 1 Window 25.0 5 n/a 1.5 1 n/a n/a n/a n/a n/a n/a n/a n/a -.- 2 Window 9.0 6 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a--' 3 Door 20.0 6.67 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 9.0 6 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a ' 5 Window 7.5 1.16 n/a 8 .33 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 54.0 6 n/a 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 53.4 6.67 8 9 2 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 16.0 4 n/a 2.5 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 21.0 7 n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a`-:= 12 Window 42.0 7 n/a 3 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 20.0 6.67 n/a 12 .67 n/a n/a n/a n/a n/a n/a n/a n/a �. 14 Window 40.0 5 n/a 15 .67 n/a n/a n/a n/a n/a n/a n/a n/a 5 15 Window 6.0 1.5 n/a 13.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 21.0 7 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 16.5 5.5 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 21.0 7 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 21.0 7 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 32.0 4 n/a 16 .67 n/a n/a n/a n/a n/a n/a n/a n/a - 21 Window 8.8 3.5 n/a 3 .33 n/a n/a n/a n/a n/a n/a n/a n/a _ 22 Window 20.0 5 n/a 3 .33 n/a n/a n/a n/a n/a n/a n/a n/a '- 23 Door 20.0 6.67 n/a 12 .67 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 20.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 18.0 6 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 18.0 6 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 32.0 4 n/a 1.5 1 n/a n/a n/a n/a n/a n/a n/a n/a:- , THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value, Location/Comments HOUSE -- . 1 SlabOnGrade 91 3.5 28.0 0.98 R-0.0 ENTRY 2 SlabOnGrade 549 3.5 28.0 0.98 R-2.0 TYPICAL COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Smith Residence Date........ 07/01/96 MICROPAS4 v4.50 File -961725 Wth-CTZ11S92 Program -FORM C-21 User#-MP1333 User -Energy Calculation Servic Run -2558 SF ResIdence System Type HVAC SYSTEMS Minimum Duct Duct Duct _ Efficiency Location R-value'Efficiency HOUSE Gas 0.780 AFUE Crawlspace R-4.2 0.830 ACPackage 10.00 SEER Crawlspace R-4.2 0.860 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Smith Residence Date........ 07/01/96 Add ******* Project ress........ Lot #1 Mountain Oaks Est.. Butte County *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone... ....... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4.v4.50 File -96172S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2558 SF Residence GENERAL INFORMATION Floor Area ................. Volume .. .................. Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2558 sf 23150 cf Front Facing 42 PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes, Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (NE) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 14183 Glazing Conduction ............... 13206 Glazing Solar .................... n/a Infiltration ..................... 13168 Internal Gain .................... n/a Ducts ............................ 4056 Sensible Load .................... 44613 Latent Load ...................... n/a 5532 6933 12903 3973 2325 1583 33250 6650 Minimum Total Load 44613 39900 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as' air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. E.H. USE ONLY Pb. Afthd —YIe 1q.. Aft.W ��5- TO- Building Department FROM. Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for- Sewage Disposal Water Supply- Public Private Well Clearance for beftoom i*lke home, Other Hold final for - Final clearance O.K. Eery NOTE: -7— Environ4n"Wth 9pecialist '\-�ate L ..S HEX I I/Z-I, !:::� 11-0 6HEAK TRANO"SFER PLYWC2, Pr -,g PLAt,4, 4J/ r'-0 SSI WF Ft5g P L- Y -J P. SILL WA.IL- P15,:F- SHIrA,44JAIA, ScHtM20L� zx4 e,-.00TIt-JL40W� �v5p_ 7i 5,A Kw,JALL, Of-JL,\r -vH5,AP_WAL_L, ohJUY I JA L, L FLA__J1J" PL -Y L_JFrsp- D r u--- K_ A N 6,11 0. G. P_ Cc� F P P_ A M I I J 6-j pF,R PL_At J PL -Y WE). ( -J/ '--_t\J. = PG NAIL� PSR '::;,HF_APz► ..TAIL L H EW L_ TLJD 0 I CF PLYWO. Tc�i_Wr NO ANC;iLe LIP RE, - 1r JOlt\JT OCC...L4r2, A I P P� R. �H EE A R WA L, L, 5� H � P L4 L_ � CA !!5 R F, 6Q U I P, r--, P ON L-CcATj 10 ,J (:::)F pLYWE?. JOINT �` ,' 7 FL00R Jol�T PE�,R PLA 1,J L/ I T 10 R H S G H C-, P. �J �,A I- L- OPT10f,-JAL, PL, \AJP. J 0 1 N T AN61L, < L H 5,, 9 e - AP FE�-6�P. I F: J01INT S 1� F;,A TRAW ` Har)aWh,] PO ST F'F, F-, I f I I I f I FL0012, F g A, I NJiII Gq P:- R PLA 501, 1P fLoc K, � HOLWW� ?T RAP HOLPO"t--J POT TO M.ATCH A.50V�- 4 S7TW/41 P POS Pr -'R S114P PC -,P, PLAI-J HcL-,[)oI-J� STRAP D�7 I -J C-- F- t\J ON 24 X 36 PRINTED ON NO. 100014 CLZARPRINT • 4" L U"A piAn ,44rid f -The 'f dt'J,o A ,0,'1 -xUa dmesian 4gdcdaditl s o� PT A Qr"J' e n "d A 0-9,; e 4 A C"I 0 op, 4, A not fully��'deadr 7T Q'Amo nature 'A"060 A 'AA-C"ff t sil A CQ tor imp Ao'o 4 a adds o 01 'N ANN 0 request it oil' th� s' d Solution. Menq 0 n plans '64 0 "e__ 4 3.: i'ps shown o I t q prQCe, ep-ge over scale. REV sl -no o Co�a1Y :with ''the 4 it 'is t contractorIB ro.4p.q _141 he cons ;Ae ht seqtions of t, Assiteds b state of C4,11,forhia' 94 apply to, t4ig- project ,;!4,hq 4s Vr, requir,6m4at's, as they app d4sign the, n 1zthe engineer, and o', p_;� respQn4i ility, for the b ri f a jl� ? these, requirements Conform n f o r in "d 5. All phases of work shall qiiiA stand of the latest applicable editions '0 plumbing, and mechanical d odes, t i0t: Mti6nal� code, Title 24 of4 the C" and local opdiri4fic'4s 6. -Tfie, f oun4, '40tor 41-.4411 otion and. f rqming,,cdptr, . �r all des �91A' 4W P0 regpoqls ible, "I d- "I' tgupt,400 or)" hg$,_ J h let _d'1j, e..ofhis work ave' .-.b .4o to' d n gland � 0 f 7. compliance with a _�p this, project is required'. 44ti, Y" 8. These plans are not complete -p "'d 'd -sl. -d"-"b the 4681go engineer, and rev.. e., WO" ,local bjul-Jdinq official. Aq 4