Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
065-100-008
65-10-08 2430-90B,P'E'M6115 Some Way, gapOR14SO1,10-08| ' . W. / ' ' \ | / ` RESIDENTIAL Z 3 r` 65-1-0-08 sJOHNSON Michael J. 2430-90B,p,E M 6115 Some Way, Magalia ' (new single family) 9 1. JOB FINALE Signature OFFICE COPY Address GAS Meter By Date_ 7 9 c�� E Date �G et l=OK O=Not OK - = Not Applicable =,Not Ready Date UNDEJ OK except #'s RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) ;lope 44,.F(angers-Post Caps -Anchors -Connectors t ., Main; Soils-Elec. rd,j' " Fig. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.,4V4b Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /Ftg. Depth ,J�walls, Main; Steel -BI ockouts-Wrapped mwalls, Garage; Steel-Blockouts-Wrapped . Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8.,Piers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 W C/O -Sewer Test 0. G ipe; Size -Anchors Water Pipe; Test-Anchor-Regul r -Service T 12. EI ctric; Underground Eknums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card a Card B-1 Date&-;//qffgCard - Date Card B-1 Date PLU BI Permit OK except #'s Water Htr.; Vent -Access -Combustion Air -Baffle ter Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test -Fittings & Anchor -Nail Protection wer Pan; Test, First Floor -Tub Ac es 2 b & Shower, Second FI -Tu Access 2f!' Gas Pipe; Size & Anchors Date 2- %£s Card B-1 L J Date Card B-1 Date Card B-1 Date Card B-1 Dat rELECTRICAL (Permit) OK except #'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 w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 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 /2 . "7 -% Card 13-1 ` ems^. Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support- 615. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 tic Access & Platform if Furnance in Attic Date (Z • _ 11,ard B-1 C J ✓ Date Card B -1 - Date Card B-1 Date Card B-1 Date FRAMING ( Pans) OK except #'s ils, oper Material & Anchors o -W s Studs -Nailing, Spacing & Bracing -Plates -Sound 41--earing Walls over Girders & Floor. Nailin Draft Stop in Walls (rat proof) ire Stops; Furred Ceilings -S rs 46!Aeaders & Beam -Size & Bearinq (NOTE: An entry must be mat 46 Cing. Joist-Rftr. ties -Pu rlin —roof Brac-Truss-Shthng. fng. Firepla a Ties or Ty Fireplace Throat clearance 49-A Access; S13p,& Romex Protection -Draft Stop -Ins. Baffles Bdrm. in or Exiting Doors -Sill Hgt. & Dimensions Mtn 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52�Ext. Doors -One T -Check Garage -3rd Story, 2 Exits a -Stairs; Width -Headroom -Rise -Run -Landing- ' Prote 5A-�p—lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Sidi -Nailing Veneer 56. Slfucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic. . Shear Walls; Nailing -Bolts A-- 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 a Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL lans OK except #'s Steps -Door & Sidelight Protection -Landings . Sye1<e Detector - Furnace; Vents -Clearance -Comb. Air-Connector- �arage; Above Floor-Ducts-Mech. Protection Be om Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 6&-Elec-Trim & Subpanel; Breaker Sizes & Labels Stai s-& Rails Fire ce or Stove; Clearances -Hearth 6 lec. Outlets at Wood Panel; Int. & Ext. Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter --m2--G're-Door; Swing -Landing -Closer A.C. Duct in Garage -Damper 7_ —r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In ga%@eAbove Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location E ec. Rec optVcles in Garage; (G.F.I.)-Romex Protection In ion -Foam -Looked in Attic ❑ Yes u rd Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 80. Following instld.; Drive Yes o; Walks ❑ Yes o; Planters 0 Yes o ucco; Brown -Finish A2. A.C. Unit; Disconnect, Electrical, Plumbing 83 ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to 84"Water Well; Disconnect, Electrical, Plumbing •. Ext rior Elec. Trim; G.F.I. Receptacle -Underground 8 . ent• ation Throughout House 87 la Prot, on 8 . Corr ns from Previous Inspections ' ✓if9. eters Tagged; Gas -Electric W—Wire'r & Sewer Connected -C/O to Grade -HD Approval (VVEnergy Compliance Certificate -Other Certificates Date, S Card 8 1 ate Card B-1- Date Card B-1 bate Card B-1 Date -3 O - Card B-1 Date Card B-1 Comments at Final: le each time you visit job site) J=OK O = Not OK = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) ' 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line - 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. 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 -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pane Iboards- 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 ENERGY INSTALLATION CERTIFICATE Building Owner �r - BuildinPermit # Building Location ' S S IPT 0' I S T ION O a ROOF Materia and Namecz8 1 si j� Thickness(inches) I Thermal Resistance (R Value)__ EXTERIOR WALL Material F �n� Brand Name r ,) � Thickness inches) Thermal Resistance(R Value)_ � CEILING Batt or Blanket Type_ �-�' Brand Name .r Thickness(inches) -.Thermal Resistance(R Value)—Y)- Loose alue)(.Loose Fill Type Brand Name Minimum Thickness (Inches) Number of Bags Wt. per bag �lb. Area covered(ft.2) Thermal Resistance(R Value) FLOOR, ELEVATED S �Co r, F' lob Material C- ,"*n ,ro�c,.Brand Name lb r- Y-�> Thermal Resistance(R Value)_ Thickness(inches) Pict FLOOR, SLAB Material Thickness(inches) Width(inches) Brand Name _ Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name _ Thickness(inches) Thermal Resistance(R Value)= I hereby certify that the above insulation was -installed in the above building, is consistent- with--appr-oved-buihd-ing department plans and attachments and con- forms with reguirppen.s of. Chapter 2-53 of State of California Energy Requiremen FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLA PLICATOR DATE I hereby certify the required features, devices, and equipment, azs shown on the approved Building Department plans and attachments have been installed and -conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. -� BUILDING CONTRACTOR/OWNER (Please Print) (FIRM NAME) SIGNATURE OF BUILDING ON CTOR/OWNER r STATE CONTRACTOR'S LICENSE NO. \-- `z�c^ 0\ \ DATE HVAC FIRM NAM OWNER (Please Print) / STATE CONTRACTOR'S LICENSE NO. SIG TURE.W HVAC CONTRA-OR/OWNER THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL•INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 :RESIDENTIAL 65-10-08 323 1 4-90P, E I JOHNSON, Mike 6115 Some Way, Magalia -(utilities/travel trailer) JOB FINALE Signature J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-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. Gas Pipe; Size -Anchors 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. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s >ater Htr.; Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection 1gsD.W-'-; Test -Fittings & Anchor -Nail Protection 196"Sho er Pan; Test, First Flo -Tub Access 20 Test Tub & Shower, Seo nd Floor -Tub Access 2 Gas Pipe; Size & Anchors Date 7 �-- Card B-1 C s Date Card B-1 Date Card B-1 Date Card B-1 DateELECTRICAL (Permit) OK except #'s - n 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 w/Mech. Fastners-Bond Gas & Water n 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size I/ ga. Cu o -A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / ga. Cu r Oven Circ. / / ga. Cu or Al. Insulated Neutral LJ1 Yes O No 30. Service -Riser Conductors & Ground -Main Disconnect R�rr,� 31. Equip. Clearances Panels-Motors-Mech. Equip. T� 32. Clothes Closet Light -Shower Light -Spa Light I33. Smoke Detector Date fl •7- CO Card B-1 C S 4 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34-'A.C. Ducts Ins ation & Support Went Fan; Ex4ftAt above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3L/Attic Access & Platform if Furnance in Attic Dat J1 %' 0 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 3 Sils,, Proper Material & Anchors 4V Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41 Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 07 Fire Stops; Furred C eilin - air Chases -Tub 44ofeaders & Beam -Size & Bearing Date FRAMING (Continued) 41&Aangers-Post Caps -Anchors -Connectors dS--Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng fn 4 Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. froperty Line Firewall & Openings 5e Ext. Doors -One T -Check Garage -3rd Story, 2 Exit fairs; Wi-Headroofn-Rise�Run-Landin Fire Protect® 4. ply od on Roof Overhang -Attic Vents -Rafter Outriggers 5 iding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access .. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date "7 90 Card B-1 G Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'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. Stairs & 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. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic O Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive 0 Yes O No; Walks ❑ Yes O No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to Openings 84. 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) q=dk ' O = Not OK = Not t Applicable NotMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Electric 7. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 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, Distances-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 volts-GFI 8. Gas and Electricity Tagged 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 9. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Pane Iboa rds-Ins. to Main in Conduit Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Pane Iboa rds-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 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ` 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Ory ER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or ni `d additional explanation, please contact this office immediately. r Date / �71 Inspector' / COUNTY OF BUTTE\'+ • DEPARTMENT OF PUBLIC WORKS •' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 \CORRECTION NOTICE OWNER 3 ZIT( A routine inspection indicates that the following violations of County Ordinance] exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. O(� i�,I �/+.t�-c, v C1'2lC S —7 Cry�`7r � 3 O V E f Off- �l !� - -G✓a -s / CJ g Ir Q Lo C'.0' r o L -P -C( Date / -f — / L f.6 Inspector ��� y.rt -.;.•, � ��.4'�w...'w'1+f,T-�'i'+..�r-ar:'�-'�.iRSd'X :'.vyrc'i�%a... � .� � ..--�'r+.. .. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. nAZ CAL-C0141Z-- e.,leAgy fv,.L- C,- )e . _ - I / Date S� Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. - 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 • :�� _ 7 APPLICATION AND PERMIT ASSESMOR PARCEL NUMBER 65-10-08 ZONING TM1 BUILDING PERMIT OWNER Mike Johnson TELEPHONE 873-2040 SO. FT. OCC. BUILDING VX-1ATION OWNER'S MAILING ADDRESS 6115 Some Way Ma alfa 95954 CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace FireTotal place CONSTRUCTION LENDER none UNKNOWN is Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER none LICENSE NO. Plan Checking Fee $ 15-00 Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6115 Some Way Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Ma alfa Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION "NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomep Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home G 10.00e 20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities LT' Installation❑ Other ❑ Describe work: IT (temp. dilrino rnn.t of S/F) Permit Fee $ 30.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service j00VAMP OROR LESS10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.6' OR ADDNS. (ACC. BLDGS. , 2/zQsgft NEW CONSTR RANCH TLECIRCUITS) NO N•R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200900 9ALO 30 FIXED AP LNS. I Ex. Occup. OUTLETS (RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 15.00 Misc. Wiring g 15.00 Permit Fee $ 25.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, ' ify and eep har less the Co y of to ai all liabiliti s, 'ud me an expense which ma n_4 Ei r a aga i e�ltg of this mit. 11 — `� 1� %� I Date {S Signature of Applican Owner ❑ Contractor ElAgent ❑ An OSHA permit is req 'red for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE► 0.00 , HAZ CUA CHL FL PAR P� E This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date -'–ZS�F� PE IT EXPIRES Date.----, Receipt No. 73695 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT TOWNER COUNTY OF BUTTE - DEPARTMENT, yOF PUBLIC WORKS - BUILDING DIVISION 'Y5C'k'0. 7 COUNTY CENTER DRIVE - ORC ILi CALIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET r -'- Je-9A n�7'4 'N Proposed Building Use :Building Inspector CEJ Date l x, At time of permit application, I was advised the following data must be submitted prior`to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. ......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......... ............................. . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. �hool D1'strict fees paid ............. . 14. Sanitation approval from a ('64 t Health Department 177' 90 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classificati,on) ... 22. Certificate of Workmans Compensation Insurance ........ 23. Owner -Builder Verification (Given to owner ❑, Mail to owner .. 24. Recorded copy of Agricultural Acknowledgment Statement .. 25. Letter of signature authorization ..�4�? .y� , G C.(tl( icyy 26. 1 27. � Wkyou issue the a mlt, process -as follows: Maiyjo owner. Mail to contractor. Telephonend hod for pic up at a �Qoffice. Deliver w. /inspector. Other n r 3 — 7S` rcr®t`�� Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. v air Pollution Date Copy of plans sent Health Dept. _Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—rnall—counter by - ..dale Contractor, designer, owner, was advised of above required data by_phone_mall_c4nter by dale Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder Copy—DPW Date TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance _.. � � c;1� a � ( ���� sd-✓� So•�: ��.� ala �'S --/o • o � • Owner Loc tiona8o�� AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for --bedroom mobile home. Other _—4t4� (,QitQ • GIJG�.Lc Ca•,_ NOTE 9 /lgl go 7' -r S dafe' 0K Ci-ul U O e -S A 0 q e- Sanita an ft7 kap fd Sep 1 "o- , Date c c C.0 r (L OA r c 7 V '_\ COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 41. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) -2. I (have/have not) \IrN d, -4 r signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. r 4. I plan to provide portions of this work, but I.have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832'of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESR PARCEL NUMB ZONING T� — BUILDING PERMIT OWNS ITELEPHONE -�� neo S0. FT. OCC. BUILDING VALUATION OWN 'S MAILINGDRESS 5 e a �$�` !a--� CONTRACTOR -'SS NAME Y TELEPHONE C NT C OR'S MAILING ADDRESS Fireplace CONST UCTION LENDER UNKNOWN Total Valuation Is LENDERR''S MAILING ADDRESS Filing Fee $ Permit Fee $ ARC IT C � OR ENGINEER LICENSE NO. Plan Checking Fee ,$ / ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS /I /1 5 © c0 ! (/L/ Permit fee a PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 t Solar or heat pump water heater 20.00 LOT NO. SUBDI VISION NAME PA EL MAP Water piping 55,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SFE] Duplex[] Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S W I J10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe work: —� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service x00V OR 0 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare under enalt of ur p y p er I y (Check one): ' ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW DWELLING CCCUP.. CONST. OR ACDNS. ( ACC. BLOGS. f I h¢sgft NEW CONSTR. ULTI-OUTLET NON-RESIO BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES .2 L@ 30 0 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESIO.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee 5 Energy Inspection Fee $ occ I CONST TYPE TOTAL FEE $Q HAZ I CUA I PARK I SCHL I FLO I PAR PD I HC ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. �14_ WHITE-D.P.W., YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROO-APPLICANT 50. This set of plans and specifications ,MUST be kept on.the: job at all., times and it is unlawful tO meko any changes or alterations.on sante with - :.' •;oWtvritten permission from'the . epertmen00 ' Public Works., Eounty of -Butte. • .. • � • .. hal1 . � � NATE. All Materials -SE Workmanship 5 - :Aecordance with • Recognized Good Aroetices and \ of ;0 quality.:prescribed for: t -he Specifod use in 'the iforrri Buiidin , Plumbin 8c' MechonWA .Codon cO iso :Nwi6nal E6ctrical Coder t 5 L p .. LO PF_ 4 t t i M5 the �A ee^t�i�ae;e of 5 ft. from nrol�^i�'}� 1111"5 d,? d 8 Setback , - SC +,i..e road _ erntcx-line ;! '�s clear of rnent dxCCpt �¢'- D" M u. t f' s#rucres of aq'WP r fo r€' t� .r SOU I i t Lam• -,a � .i - •^' �t, �� tr �I h •� ' w l L - T 1• it t A y? s-:1 '� Y ..f �. �1 • t. *"� 1�i.i;WY� ff �� ,t: yt i+"ns � x f •� J l (. n ' r .. �• - h fl f 4 "" V � r L� �. i ;1 4 _'';, ,:: .is, {j7 jjY� P.t f ti •,� j) z2 �/ .. Al�iYil�T ONO ry ALP t 7- 1 ' •' ,• '1 -ii Y t )y.:. ) S may] //}///��.,��III f 1 COUNTY OF BUTTE'- DEPARTMENT O f PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 65-10-08 7.ONrNG TM -1 BUILDING PERM] ir OWNER MTCHAFT, J_ JOHNSON TELEPHONE 3"18751 SO. FT. DCC. BUILDING VALUATI N 1663 R 66, OWNER'S MAILING ADDRESS 240 2 1 Cornin CA 96021 ?J'8?6 576 M , CONTRACTOR'S NAME owner TE'_EPHONE GOT 9880 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7P LA4 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee S ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee is no ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty S BUILDING ADDRESS 6115 ';ome Way, Ma alfa Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 7 2.00 14.00 Solar or heat pump water ster gas 7 20.00 ------ LOT NO.SUBDIVISION NAME PTN Sec 11-23-3-E P RC L AP 31 Water piping 5.00 5.00 Each qas water heater or vent 5.00 I 5.UU USE OF STRUCTURE SF g Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 09 Mobile Home S I G I W . 10.005 TYPE OF WORK New EA Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: igpg} _ Permit Fee $ 44.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCU2.2}, OR AODNS. 1 ACC. BLDGS. G D 2'/zQsgft 55.50 NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea /POWER APPARATUS &) (SINGLE OUTLET CIR. OCCu ( Ex.p10UTLETS OR FIXTURES 2o050c 5.1-030 FIXED APPLNS. Ex. OCCUp. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ 88.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs and expenses which may in any way accrue against said Coun in seque a of the granting of this permit. (� X Date - Signature of Applicant - Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 cc s TOTAL EE $ 77 5,.00 "HAZCUA PARK sc L FLD P R HD Iss This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DREOR O PUBLIC 0 BY PERMIT EXPIRES ate the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 61, 6 V WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT TO Buildini Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7So kVxSo-I 6 l l S go* Utb-,, WA&21, a 0�5- -l® '008 Owner Locati V. AP# Plan Approved roved for: Sewaqe Disposal Water Supply Hold final for: Water Supply 7inal clearance O.K. for: Water Supply Clearance for —2— bedroom rmbrk3 home. Other `l NOTE * * * moi_ kWs z o Sanita a Date • .. :.`.J�,�..y`v`-AT+Lti "Y'•5.��"'_ "Y �"�ti.Yi...•}rfr a.•. I r COUNTY OF BUTTE - DEPARTMENTjQF PUBLIC WORKS - BUILDING DIVISION - e 7 COUNTY CENTER DRIVE - ORCVIeENGALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPL[BATION DATA SHEET J, Permit No. c' OWNER =0 6o L r A. P. No. 6s ' ��y r 6Y Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. ............. ....................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ Complete plans in duplicate/triplicate, signed by preparer. of plans .. 4VZ4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truddetails and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... chool District fees paid .............. 4. 14. Sanitation approval from JQ4ajc L-A. -Health Department - w 15. City of Chico plumbing permit ..................................... a 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements maybe required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) Pre -Inspection for required ... Pre-inspec. request to , Building Inspector (Date) -401. Contractor's license information (No., Name Style, Classification) ... 22 ertificate of Workmans Compensation Insurance .................. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization lei . -f J, r =✓ f� .� ..6..o . 2.1 .... . 27. l Wiz-Telephonend u issue the permit, process as follows: Mail to owner. Mail to contractor. hold for pickup at 94l=office. Deliver w/inspector. Other ,Applicant Date —1 — 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 pTlir tper it Is (Circle new item not checked above). 1. Index permit for above items No. .ax a' 2. Additional items required: F1 410 G t/PW Contractor, designe , owner, was advised of above required data by/ ---mby __Xy —.,date— Contractor, designer, owner, was advised of abov required data by—phone —mal l—counter by date— Plans checked by/Ry 9 Date �Z OPlans approved by ' Date Sets of plans on hold in File cabinet AP folder Copy–DPW 5 a COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovil,le. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r— V 02 OWNER - ZUJNING o — In -A— BUILDING PERMIT TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS V0 h -;;� 1F/ Poo- n;.n d A CONTRACTOR'S AME TELEPHONE O D a CONTRACTO 'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN K Fireplace Total Valuation $ XC 0 Q V LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 10.00 Permit Fee Plan Checking Fee $ 3 0 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS wag Energy Plan CheckingFeeI-F $' �JI Penalty Permit fee $ $ 0 PLUMBING PERMIiling Fee 10.00 LOT NO. SUBDIVISION NAME PARCEL MAP � T it C 1—.23-3—ci Each Trap 2 2.00 770 Solar or heat pump water heate Water I piping In 9 a 20.00 — — 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SFod Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 =� Building sewer 5.00 Mobile Home S G I W t0.00e TYPE OF WORK New)9 Addition❑ Remodel❑ Utilities El Installation❑ Other ❑ Describe work: Permit Fee $ G (' Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;°o°o AOR MP ORLESS10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business(POWER and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) El i, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L too AMP 2.50 2,,..j' NEW CONST,DWELLINo OR ADONS. ( ACC. BLGDGS� 21h¢sgft S .-Z NEW CON ST R.ULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50ea APPARATUS D� SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20@30t DAL@ 30 Ex . OCCu FIXED APPLNS. OR P• OUTLETS IRESID.) EA.) 2.00 Temporary service 10.00 �Q® Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ _ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with suchPermit provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling �,,... .-- Hood f 3�64 Ventilation � Fee $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee$ occ CONST TYPE TOTAL FEE $ ` HAZ CUA PARK SCHL FLD PAR PD HD ISSUE This permit is Hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. / /,/ Io � C WNITE•O.P.W., YELLOW-ASDE330R, PINx•INSPEcrOR, GOLDENROD •APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,.Or..oville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received.' 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) \ 2. I (have/have not) Y1O-\ V signed an application for a building permit for the proposed work. Ihave contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. -> I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date l 1 \0_ FD NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 .and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before,we are per- mitted to issue the permit. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number %ntj —�Q '«�g Building Department No. School District City = County []EI"' Jurisdiction Property Owner Project Location/Address Subdivision Lot Number Residential.Development: O O Sq: Footage. # of Living MHI Addition (Group R) Units Commercial/Industrial:, Sq.°'Footage 'New Addition (Including Exterior. Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Id No(�'", n n PP treet Ad( ity) me) ess -S School District certifies that State Phone Number Zip Code has complied with the requirements of Resolution No. by the payment of $ 0�(p j representing square feet. :7 _Jj;��FA Schdb istrict Representative D to PAID BY CHECK NO. BANK NO �� -•�6� PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) RESIDENTIAL PLAN CHECKING GUIDE (S.F., 13UPLEX & MISC. ONLY) // Perm . t # -ZgZ0 ._ 9 D # Z5 -in -- a OWNER 1' 41 Bldg. A. P. 7/85 GENERAL /?�' -7/ I . Zoning requirements: (sideyards and number of permitted living units). ,,,L?', valuation. A�)' Plans.signed by designer. Energy Design and Compliance.. 0. Existing violations on propert PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures.. Grading, fills, drainage. Flood hazard. �! Special conditions on creation map or compliance document. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 6 Required room sizes, ceiling heights (Sec. 1207). 7. G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). �! Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, and plumbing fixtures. equipment, other electrical or gas Garage firewall, door size, and closer (Sec..503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. 1. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS - e! Foundation .plan complete enough:to construct building. ,2! Floor construction details complete enough:to construct building. -" Elevations and wall construction details complete enough to construct building. —4— Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR Exposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). f.- Brick or stone veneer (Chapter 30). ,-5 Exterior plaster - weep screeds (Sec. 4706). .-e.' Proper roof pitch for roof covering (Chapter 32). ,,7.1 Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/35 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303& see Mezannines 1716). 2" Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1 -hour shafts. *,ifs Combustion air for fuel burning appliances. Jam.' Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. 11-LY-.1—unusual shape, size or split level house requiring ateral design. r • S t CORDING REQ'uMOM ii BIDWELL TITLE & ESCROW -RCLUt'li to DPW HV1t1l:ULlUKr�L J1r�l�rusivl ur r��n��r��LuLr. I- . -9 FOR RESIDENTIAL DEVELOPMENT Section ,26-8.1. of the Butte County Code requires this acknowledgement be recorded prior t,o,(issuan,ce of a building permit. 90-33244 3 RECORDING REQUESTED BY BIDWELL TITLE & ESCROW The propertydescribed herein is adjacent , to land 'or included within an area zoned 90-033244 Rec Fee 9.00 for agricultural purposes, and residents , Check 9.00 of this property may be subject to incon- Recorded ; veniences or discomfort arising from the Official Records ; use of agricultural chemicals, including, County of ; but not limited to herbicides, pesticides, Butte ; and fertilizers; and from the pursuit Candace J. Grubbs ; of agricultural operations including, Recorder ; but not limited to cultivation, plowing, 8:00am 6 -Aug -90 ; BG 3 spraying, pruning, and harvesting which - - occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that 'real property situate in the County of Butte, State of California, described as follows: 1+ See attached legal description. Date:.- PROPERTY OWNERS: State of On this the �_ day of 192, before me, SS. the undersigned Notary Public,,( pers &ally ppeared County of ) rn ice^ r •—iTLIA t ci,n 1 OFFIMZSEAL Personally known to me. [] Proved to me on the basis a:w TRIDDLE of satisfactory evidence. Notary Publk}Carifomra BUTTE COUNTY to be the person(s) whose name(s) WC=M.Ev.kb. 28,t9M subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNEISS WHEREOF, I hereunto set my hand and official seal. Present A.P. No.�� Not_ar�y Public 90--33244 Z Order No. 3-149694 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of the Southeast quarter of the Northwest quarter of Section 11, Township 23 North, Range 3 East, M.D.B. & M., more particularly described as follows: COMMENCING at the Northwest corner of said Southeast quarter of the Northwest quarter of said Section 11; thence South 0° 29' East along the West line of the Southeast quarter of the Northwest quarter of said Section 11, a distance of 850.00 feet to the true point of beginning for the parcel of land herein described; thence North 880 59' 53" East parallel to the North line of said Southeast quarter 230.50 feet; thence South 0° 29' East 390.00 feet, more or less, to the Northerly boundary line of that certain parcel of land as described in Deed to Delos E. Ford, et ux, recorded March 1, 1968 in Book 1507 of Butte County Official Records, at page 632; thence North 88° 37' West along the Northerly boundary line of said Ford parcel 230.50 feet, more or less, to a point on the West line of the Southeast quarter of the Northwest quarter of said Section 11; thence North 00 29' West along said West line 379.71 feet to the true point of beginning. TOGETHER WITH a right of way 60 feet in width for road and public utility purposes, lying,30 feet on each side of a line described as follows: COMMENCING at -the Northwest corner of said Southeast quarter of the Northwest quartet` of said Section 11; thence South 00 29' East along the West line of the Southeast quarter cf the Northwest quarter of said Section 11, a distance of 850.00 feet; thence North 88° 59' 53" East parallel to the North line of said Southeast quarter 230.5 fGeA:J thence South 0' 29' East, 195.00 feet to the true point of boginn h-ig ri i I' line described herein; thence from said true point of bogimi ( ttl.l i i i, ►Irt:l.d line running South 89° 48' 34" East, . a distance of 830.00 feet, t..11: :Less to the Westerly boundary line of the Paradise Stirling City Ilighway, and the end of said line. ALSO TOGETHER WITH an easement for road and public utility purposes over a strip of land described as follows: BEGINNING at the most Easterly corner of the parcel of land described in Deed to Stephen Paul Dart, et ux, recorded January 2, 1970 in Book 1597 of Butte County Official Records, at page 462; thence along the Easterly line thereof, North 37° 06' 22" West, a distance of 115 feet to the true point of beginning of the parcel of land herein described; thence from said true point of beginning, continuing along said Easterly line, North 37° 06' 22" West, a distance of 151.49 feet to the centerline of a 60 foot right of way, as described in that certain Road Maintenance Agreement recorded February 2, 1971 in Book 1659 of Butte County Official Records at page 369; thence along said centerline North 89° 48"34" West, a distance of 85.00 feet; thence. Southeasterly in a straight line to -the true point of (Continued) ` H-33244 r Order No. 3-149694 beginning. EXCEPTING THEREFROM all mineral rights lying.below a depth of 100 feet from the surface, as said mineral rights were quitclaimed to a depth Of 100 feet executed by Mary S. Conger, et al, to Ralph -M. Morford, et ux, dated May 31;.1966 and recorded June 15, 1966 in Book 1431 of Butte County Official Records at page 186. AP No. 065-100-008 M EN® OF ®OCUAAENfi , T t� S V 4 {{//��JJ y U :a ♦ 9 ' 1L . OWNERS NAME: J ti2Yi4 S RECEIVED BY: Gs DATE:A. P. ,# % Q) - ,0 QPERMIT # TIME: 06= O o RESIDENTIAL NON RESIDENTIAL RECEIPT # ----------------------------------------------------7-----------7--------------- REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA REQUESTED BY PLAN CHECKER ENGINEERING OTHER ---- -- _ -- — ._.- -------------------------------------------------------- r V_ - I-'. REQUESTED BY CORRECTION YES NO ITEM_: 31-41-uS, LOCATION IN BUILDING WHERE CHANGE OCCURS: ------------------------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to.owner Mail to contractor Call and hold for pickup at the office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 �ditional Fees Not Required .MT9r-.. Jl "sA '.tel .LI S FOP t� r4' r Q�pFESSj E. ! 02 JOTS o0 rt cr No. 17,300 ; LI c Ju 30,199 ATE DA CAIS 8"E COUNTY WIUDI; DEPAUMMI APA DOI.�.IZED E FA.Izzolfl� 2041 r-. 1.1��'TTY IAt.lif r� t T..L X16 -ems 1122 rk�jilrmAqXl 4:.WiQJIM n ci Aj 1"ZIA, 11 M I I i IL AT I I i I i a 1p ----I . __ . _ LS_ z;..5i f x i�si �� .� 79;0 �` I ' I I � j • �-•i �! i I� i I I i� � I� i i j I . i I I I I I I r ' I i I � I l P I i ---�---�----I-.�'L.op_,�j-. -. � Z�Fj! ' . 3 .�.X.._./O. Jam' � � = I /_4080 •� ' . � .. ... i -----i -_-- i �---i....; _. .. ' . �1: , I I I l I I j i I - I - I 1\ • 1 LF -- -- i i I O I i ------•-•--•�---�---.....�._....__...------•---------�-----�--._._...moi.__.....,..-------�-----;------------•-�---I---- -._ ._. _ .... ._. I I i.. ( '! ! i� i ! SHEAF: WALL "A" (o0 31 �Z�' , 223 PGF SHEAF; WALL 11811 (0031�`�7' = 3sSP�F SHEAF; WALL "C" 1920/V` l Zo PL F SHEAF: WALL "D" 493c��y�.� = 3,s2 PAF SHEAF: WALL "E" 448 PAF SHEAF: WALL "F"' /37 PL�iF SHEAF' WALL "G" SHEAF: WALL "H" SHEAF' WALL "J" SHEATH WALL "K" SHEAF: WALL "L" SHEAF: WALL "M" SHEAF' WALL_ "N" SHEAF' WALL "O" SHEAR WALL "P" 5,1�r 3 SHEET SHEAF: PANEL DESCRIPTION USE TYPE fl' Du t4' :31W'4 7,�R V USE TYPE -r USE TYPE ''Av (Al D T# RV BoLTs PEG?' t>) USE TYPE (Z -77>Z 94,50%C> USE TYPE y�h C S _ 3/¢ ?30LT� �'L USE TYPE (/l o 7 -#, CL) Roc.75 USE TYPE USE TYPE USE TYPE USE TYPE USE TYPE USE TYPE USE TYPE USE TYPE USE 'TYPE TYPE "F" � .3/8" X 12" SPIKES @ 9" OC 330-440 PLF 1/2" AB & A5A @14" OC TYPE "G 11 440-500 PLF TYPE "J" 0-264 PLF TYPE "K" 265-492 PLF TYPE "L" 492-768 PLF (4 X STUDS REDID FOR THIS WALL) TYPE 'M" 3/8" X 12" SPIKES @ 8" OC 1/2" AB & A5A @ 1.2" OC 3/4" 0 THRU BOLT -3/4" •C 375 PLF 2-3/4" 0 THRU BOLT 6" MIN. SPACING- CDX PW SHEAR PANEL TD W/4 X STUD 3/8" CDX O/STUDS C 16" OC W/8d TD 2 @ 611.0C EN,.1 OC FIELD SOLE PLATE NAILED W/16d @ 4" OC 1/2" AB & A5A 0 24" OC 3/8" CDX 0/STUDS @ 16" OC W/8d TD -2 TO 433.PLF. @ 3" OC EN,12" OC FIELD TD -5 TO 612 PLF SOLE PLATE NAILED.W/16d @ 3" OC 1/2" AB & A5A @ 16" OC 3/8" CDX 0/BOTH SIDES STUDS @ TD -5 T0, 612 PLF 16" OC W/8d @ 4" OC EN112" OC TD -6 TO 768 PLF FIELD. SOLE PLATE W/A5A @ 8" OC 1/2" AB & (A5A WHERE USED) @ 8" OC 3/8" CDX 0/BOTH SIDES OF 4 X STUDS @ 16" OC W/8d 3" OC EN, 12" OC IN FIELD SOLE PLATE W/A5A @ 7" OC STAGGERED 1/2" A,B @ 10" OC TIE DOWN=TD6 W/4 X STUD LOG/ 3/8" CDX PW SHEAR PANEL 3/8" CDX 0/ LOG WALL NAILED W/8d TIE DOWN C 3" OC EN, 12" OF FIELD TO 375 PLF 3/4" 0 BOLT 375-500 PLF 2-3/4" 0 BOLTS 1 H t iS,o tJ LOG SHEAFPANELS TYPE "A" 3/8" X 12" SPIKES @ 30" OC 3/.4" 0 THRU BOLT 0-132 PLF 1/2" AB & A5A @ 48" OC TYPE "B" 3/8" X 12" SPIKES @ 20" OC 3/4" 0 THRU BOLT. 132-165 PLF 1/2 AB Z& A5A C 36" OC TYPE "C" 3/8" X 12" SPIKES @ .20"' OC 3/4" 0 THRU BOLT 165-200 PLF 1/2" AB & A5A 2 30" OC TYPE "D" 3/8" X 12' SPIKES @ 16" OC 3/4" 0 THRU BOLT 200-250 PLF 1/2" AB & A5A @ 24" OC TYPE "E" 3/8"'X 12" SPIKES C 12" OC 3/4" 0 THRU BOLT 250-330 PLF 1/2" AB & A5A 18" DC TYPE "F" � .3/8" X 12" SPIKES @ 9" OC 330-440 PLF 1/2" AB & A5A @14" OC TYPE "G 11 440-500 PLF TYPE "J" 0-264 PLF TYPE "K" 265-492 PLF TYPE "L" 492-768 PLF (4 X STUDS REDID FOR THIS WALL) TYPE 'M" 3/8" X 12" SPIKES @ 8" OC 1/2" AB & A5A @ 1.2" OC 3/4" 0 THRU BOLT -3/4" •C 375 PLF 2-3/4" 0 THRU BOLT 6" MIN. SPACING- CDX PW SHEAR PANEL TD W/4 X STUD 3/8" CDX O/STUDS C 16" OC W/8d TD 2 @ 611.0C EN,.1 OC FIELD SOLE PLATE NAILED W/16d @ 4" OC 1/2" AB & A5A 0 24" OC 3/8" CDX 0/STUDS @ 16" OC W/8d TD -2 TO 433.PLF. @ 3" OC EN,12" OC FIELD TD -5 TO 612 PLF SOLE PLATE NAILED.W/16d @ 3" OC 1/2" AB & A5A @ 16" OC 3/8" CDX 0/BOTH SIDES STUDS @ TD -5 T0, 612 PLF 16" OC W/8d @ 4" OC EN112" OC TD -6 TO 768 PLF FIELD. SOLE PLATE W/A5A @ 8" OC 1/2" AB & (A5A WHERE USED) @ 8" OC 3/8" CDX 0/BOTH SIDES OF 4 X STUDS @ 16" OC W/8d 3" OC EN, 12" OC IN FIELD SOLE PLATE W/A5A @ 7" OC STAGGERED 1/2" A,B @ 10" OC TIE DOWN=TD6 W/4 X STUD LOG/ 3/8" CDX PW SHEAR PANEL 3/8" CDX 0/ LOG WALL NAILED W/8d TIE DOWN C 3" OC EN, 12" OF FIELD TO 375 PLF 3/4" 0 BOLT 375-500 PLF 2-3/4" 0 BOLTS 1 BEAM DESIGN AND ANALYSIS PROGRAM NU . 1 COPYRIGHT 1982 BY D I S.:O—TECH, SANTA 1=OSA, CA. FOR USE DY DONALD E. FALLON, RCE 17300 041 COUNTRY LANE, AUBURN CA 05603 JOB NO. 9c i 179 8-7--9c i JOHNSON RESIDENCE STRUCTURAL CALCS BEAM GEOMETRY 110 LB/FT 1 Ilo LB/FT 1 14. i i .F. -I.. 1 y, 0 I.7-1- BEAM DESCRIPTION: RAFTERS OVERALL BEAM LENGTH :FEET?....... 16 DISTANCE TO LEFT SUPPORT c: FT? .... 0 DISTANCE TO RIGHT SUPPORT (FT) ... 14 (DISTANCE MEASURED FROM LEFT—END) LOADINGS LOAD DESCRIPT'I'ON: W = 110 PLF 0 24" 0. C. .UNIFORM LOAD ON CENTER: SPAN t PLF i ............. 1 1 0 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 110 POINT LOAD ON TIF' OF RIGHT CANTILEVER (LBS).. 0 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT — 754 POUNDS. RIGHT SUPPORT 1, c. 06 . POUNDS,. MAXIMUM MOMENTS AND SHEARS: 'DESCRIPTION MOMENT (' # ) SHEAF: (& LEFT SIDE OF LEFT SUPPORT 0 (- RIGHT SIDE OF LEFT SUPPORT 0 724 - LEFT a4LEFT SIDE OF RIGHT SUPPORT --220 RIGHT SIDE OF RIGHT SUPPORT 220 220 CENTER SPAN AT 6.66 FEET FROM LEFT SUPPORT -2,506 U MATERIAL PROPERTIES ELASTIC -MODULUS ( MEGA PSI) ....... 1.7 ALLOWABLE BENDING STRESS (PSI)... 1450 ALLOWABLE HOF:IZ. SHEAR (PSIJ... :. 95 ALLOWABLE OVERSTRESS (%).v ....... 0 MAXIMUM ALLOWABLE STRESS (FSI)... 1451 MAXIMUM ALLOWABLE SHEAF: (PSI).... 95 SECTION PROPERTIES For-.. A 1.5 X 9.25 BENDING STRESS (PSI)........ 1,451 SHEAF: STRESS (PSI) ....... 76 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS '0.4 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FTj CENTER SPAN 0.54 6.99 TIP OF RIGHT -CANTILEVER -0.24 16.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 312.61 0 JOB NO. 90179 JOHNSON RESIDENCE STRUCTURAL C:ALCS BEAM GEOMETRY *'BEAM DESIGN AND ANALYSIS PROGRAM NO.1 � COPYRIGHT 1982 BY D I Si_ O -TECH, ; SANTA I OSA, CA. FOR USE BY DONALD E. FALLON, RCE17300 41 COUNTRY LANE, AUBURN CA 95603 8-7-90 770 LB/FT 1 18. 0 f BEAM DESCRIPTION: RIDGE BEAM OVERALL BEAM LENGTH(FEET)....... 18 DISTANCE TO LEFT SUPPORT &Ti.... 0 DISTANCE TO RIGHT SUPPORT (FT)... 18 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W = 770. PLF UNIFORM LOAD ON CENTER SPAN (PLF)............ 770 LOAD CALCULATIONS REACTIONS: LEFT 'SUPPORT = G, 930 , POUNDS, /,� + Po - RIGHT SUPPORT" = 6,930 POUNDS. - I pop �1A MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT (W) SHEAR (# :) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 G, 930 LEFT SIDE OF RIGHT SUPPORT 0 -6,930 RIGHT'SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 9.00 FEET FROM LEFT SUPPORT -31,105 0 ' ELASTIC MODULUS (MEGA PSI) ........ 1.q , ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 ^ SECTION PROPERTIES . � ` ` J ' FOR "A. 5.125 X 15 -24 F -\/~r � BENDING STRESS (PSI)........ 1,996 SHEAR STRESS (PSI)....116 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS,' THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. ' MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.70 9.00* DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 307.53 ' ' m 9 BEAM DESYGN AND ANALYSIS PRO RAM N0. 1 i=OPYRIGHT 190 BY' DISCO -TECH, SANTA ROSA, CA. FON-: USE BY DONALD E. FALLON, RCE 17300 . 2041 COUNTRY LANE, AUBURN -CA 95603 JOB NO. 90179 JOHNSON RESIDENT=E STRUCTURAL i :ALi_ S BEAM GEOMETRY 400 LD/FT 14.0 FT. BEAM DESCRIPTION: RIDGE BEAM OVER DIN. RM. OVERALL BEAM LENGTH (FEET)....... 14 DISTANCE TO LEFT SUP'P'ORT (FT) .... () DISTANCE TO RIGHT SUPPORT (FT:) ... 14.- (DISTANCE 4 - (DISTANCE MEASURED FROM LEFT, L --'ND LOADINGS LOAD DESCRIPTION: W = 400 J PLF UNIFORM LOAD. ON CENTER SPAN (PLF) ............ 400 i 8-7-90 LOAD CALCULATIONS REACTIONS: LEFT SUP'P'ORT = 2,eOO POUNDS. RIGHT SUPPORT = 2,SOO FOUNDS. MAXIMUM MOMENTS'AND SHEARS: DESCRIPTION MOMENT (' # ) SHEAF: C # i LEFT SIDE OF LEFT SUP'P'ORT `� i RIGHT SIDE OF LEFT SUPPORT & � i 2, S; �� i LEFT SIDE OF RIGHT SUP'P'ORT 0 �0 -2,S00 RLGHT SIDE OF RIGHT SUPPORT" 0 CENTER SPAN AT 0 7.00 FEET FROM LEFT SUPPORT -9,000 0 ELASTIC MODULUS (MEGA PSI)....... 1.7 ALLOWABLE BENDINim STRESS (PSI)... 150 ALLOWABLE HOF: I Z . , SHEAT (PSI) ..., . 95 ALLOWABLE'OVERSTRESS (%) . , , , , , , , , 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1250 MAXIMUM ALLOWABLE -SHEAR (PSI).... 95 SECTION PROPERTIES . FORA 3.5 X 13.25 !i'X Id D.F.�� BENDING STRESS (PSI)......... 1,1G1 SHEAR STRESS (PSI)......... 7G DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. ( INCHES) POSIT. (FV CENTER SPAN 0.30 7,00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 559.33 ` ` . * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY . DISCO -TECH, SANTA ROSA, CA. ' . FOR USE'BY ^ Donald E. FAllon RCE 17300 ' 2041 Country,Lane Auburn, Ca. 95603 � JOB NO. 90179 � , 7-27-90 j0Ad4.,C4{ THE SHENANDOAH STRUCTURAL CALCS � BEAM GEOMETRY P ' V � | � 250 LB/FT � | ` � | | | 13;0 FT | BEAM DESCRIPTION: HEADEROVER DIN. RM. ENTRY OVERALL BEAM LENGTH (FEET)....... 13 DISTANCE TO LEFT SUPPORT (FT).... 0 ` DISTANCE TO RIGHT SUPPORT (FT)... 13 (DISTANCE MEASURED FROM LEFT END) ' LOADINGS LOAD DESCRIPTION: W = 250 PLF ' UNIFORM LOAD ON CENTER SPAN (PLF)....... ..... 250 ~ POINT LOADS: ` DISTANCEFROM LEFT END LAD IN POUNDS. 6.50 2,700.00` ' V�~ ' bLOAD CALCULATIONSr . REACTIONS: ' LEFT SUPPORT = 2,975 POUNDS ' . RIGHT SUPPORT = 2�972 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT(''#) . SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 2,'975 ' LEFT SIDE OF RIGHT. SUPPORT 0 -2,975 RIGHT SIDE* OF RIGHT SUPPORT 0 0 CENTER SPAN AT cc nm /QrT cnppnDr _��� o�� ' � 14o rn ' ` . ` . ^ � � MATERIAL PROPERTIES � ' ELASTIC MODULUS {MEGA PSI)....... 1.8 . ` ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 . ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 � MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 . ' SECTION PROPERTIES ^ . ` ^ . � FOR A 5.125 X 10.5 : z�/ �C� \��-r1 . v BENDING STRESS (PSI)........ 1,791 � SHEAR STRESS (PSI)'....~.. 77 DEFLECTIONS' BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET, '' MAXIMUM DEFLECTIONS: . DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.42 6.50 ' DEFLECTION FACTOR =,CENTER SPAN / MAXIMUM DEFLECTION= 369.62 ' ^ ^ * BEAM DESIGN AND ANALYSIS PROGRAM NO!1 * COPYRIGHT 1982 BY DISCO—TECH, SANTAROSA' CA. � FOR USE BY DONALD E. FALLON, RCE 17300- 2041 COUNTRY LANE, AUBURN CA 95603 JOB NO~ 90179 8-9-90, JOHNSON RESIDENCE ' STRUCTURAL CALCS BEAM GEOMETRY '1� | 175 LB/FT | | | | 6.5 FT | BEAM DESCRIPTION: WINDOW HEADER AT BR #1 OVERALL BEAM LENGTH (FEET).. ^.... 6.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 6.5 ' (DISTANCE MEASURED FROM LEFT'END) LOADINGS LOAD DESCRIPTION: W= 175 PLF UNIFORM LOAD ON CENTER SPAN (PLF).�.......... 175 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. |� 3.25 7,000100 ^ LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = RIGHT SUPPORT = 4,069 POUNDS. 4,069 POUNDS. MAXIMUMMOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT WDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT ci LEFT'SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN -AT ' 3.25 FEET FROM LEFT SUPPORT —12,299 1�� r ' �,~ �. 1' SHEAR W) 0 4,069 —4,069 0 ' . . 3,500 JO —3,500 .` - MATERIAL PROPERTIES ELASTIC MODULUS (MESA PSI) A..... 1.6 ALLOWABLE BENDING STRESS (PSI) ... 1300 ALLOWABLE HOR I Z . SHEAR (PSI)..... 05 ALLOWABLE OVERSTRESS C%?......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1495 MAXIMUM ALLOWABLE SHEAF (PSI) .... 97.75 SECTION PROPERTIES FOR A 5.5 X 11.5 F=, , BENDING STRESS (PSI) ........ 1,217 SHEAR STRESS (PSI)...... 93 DEFLECTIONS BASED ON NO. OF . MATIN: I X POINTS USED IN THE VEAL MOMENT APPROXIMATIONS, THE ACCURACY -OF THE CENTER, BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEF"LEC:T I ONS: DEF L. (INCHEq) POSIT. (FTj CENTER SPAN 0.07 3.25 DEFLEi=TION FACTOR = CENTER SPAN i MAXIMUM DEFLECTION= 1135.70 JOB NO. 90179 JmAl's-z�4 QEs THE SHENANDOAH STRUCTURAL CALCS BEAM GEOMETRY * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 7-27-90 | 610 LB/FT | | | | 6.0 FT . | BEAM DESCRIPTION: LOG HEADER OVERALL BEAM LENGTH (FEET)....... 6 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 6 (DISTANCE MEASURED FROM LEFT END) ' LOADINGS LOAD DESCRIPTION: W = 610 PLF UNIFORM LOAD ON CENTER SPAN (PLF)............ 610 LOAD .-:ALC ONS REACTIONS: .' MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1 ALLOWABLE BENDING STRESS (PSI)�.. 925 ALLOWABLE HORIZ. SHEAR (pSI)..... 70 ALLOWABLE OVERSTRESS'(%)......... 0 ' MAXIMUM ALLOWABLE STRESS (PSI)... 925 MAXIMS ALLOWABLE SHEAR (pSI).... 70 . ' SECVION PROPERTIES FOR A 5.75 X 7.75 BENDING STRESS (PSI)....,... 572 . SHEAR STRESS (PSl)........ 48 . DEFLECTIONS ` ' BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: ' DEFL. (INCHES) POSIT. (FT) , CENTER SPAN 0.08 3.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 901.03 . . * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * ' COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. ' FOR USEBY ` DONALD E. FALLON, RCE 17300 2041 COUNTRY LANE, AUBURN CA 95603 JOB NO. 90179 JOHNSON RESIDENCE STRUCTURAL CALCS ` BEAM gEOMETRY ` . ` | 350 LB/FT | ` / 18.5 FT � BEAM DESCRIPTION: FLOOR BEAM AT LOFT OVERALL BEAM LENGTH (FEET)....... 18.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 18.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS --------- LOAD DESCRIPTION: W = 350 PLF UNIFORM LOAD ON CENTER SPAN (PLF)....350 LOAD CALCULATIONS REACTIONS: � LEFT SUPPORT = 3,238 POUNDS ' . RIGHT SUPPORT = -3,23S POUNDS. |i '| MAXIMUM MOMENTS AND SHEARS: DESCRIPTION . MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0' 0 RIGHT SIDE OF LEFT SUPPORT 0 3'238 LEFT SIDE OF RIGHT SUPPORT 0 -_�238 RIGHT SIDE OF RIGHT SUPPORT 0 ' 0 CENTER SPAN AT 9.25 FEET FROM LEFT SUPPORT -14,973 0 1 r7 L r- r. V 1- C r. I A ELASTIC MODULUS ( MEGA PSI) :...... 1.8 l g ALLOWABLE BENDING STRESS (PSI) ... 2400 ALLOWABLE HOF' I Z . SHEAR (PSI) ..... 165 ALLOWABLE OVERSTRESS fl MAXIMUM ALLOWAL-AL1= �' — ' QTF.ESS c r S I) ... 15UQ MAXIMUM ALLOWABLE GHE.AR (PSI) .... 160 SECTION PROPERTIES FOR A 5.125 X 12 BENDING STRESS (PSI)... 1,461 SHEAF' STRESS (PSI)........ 70 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OI'= THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR MINUS c i FEET. MAXIMUM DEFLECTIONS: DEFL. ' (INi=HES) POSIT. (FT) CENTER SPAN 0.70- 9.25 DEFLECTION FACTOR = CENTER SPAN i MAXIMUM DEFLECTION= 319,06 m � * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. ` FOR USE BY Donald.E. Fallon RCE 1730o 2041 -Country Lane Auburn, Ca. 95603 ' ` JOB NO. 00179 7727-90 JoHASo0 Res. THE SHENANDOAH ' STRUCTURAL CALCS , � � ' | 67 LB/FT � BEAM DESCRIPTION: FLOOR JOISTS OVERALL BEAM LENGTH (FEET)...,. 14 DISTANCE TO LEFT SUPPORT.(FT).... 0 - DISTANCE DISTANCE TO RIGHT SUPPORT (FT)... 14 ' (DISTANCE MEASURED FROM 'EFT END) ' LOADINGS LOAD DESCRIPTION:.W = 67 PLF @ 16n O.C. UNIFORM LOAD ON CENTER SPAN (PLF)..... ` 67 . . LOAD CALCULATIONS . , REACTIONS: � LEFT SUPPORT = 469 POUNDS. RIGHTSUpPORT 469 POUNDS. ' MAXIMUM MOMENTS AND SHEARS: ' DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 469 LEFT SIDE OF RIGHT SUPPORT 0 -469 RIGHT 'SIDE OF RIGHT SUPPORT. � ' 0 0 ,=^.V=" ,"^^,'^� ' MATERIAL PROPERTIES , ELASTIC MODULUS (MEGA PSI)�...... 1!7 ' ALLOWABLE BENDING STRESS (PSI)... 1450 ' ALLOWABLE HORIZ. SHEAR (PSI)..... 95 ` ' � ALLOWABLEOVERST�RESS (%)......... 0.. MAXIMUM ALLOWABLE STRESS (PSI)... 1450 ' . MAXIMUM ALLOWABLE SHEAR (PSI).... 95 ` SECT � FOR A 1.5 X 9.25 : -?)c )0 DF *z_ . . BENDING STRESS.(PSI)........ 921 ' SHEAR' STRESS (PSI) . . . . . . . . 45- ^ .` DEFLECTIONS . . . , . ` BASED ON NO. OF MATRIX POINTS USED IN THE - REAL MOMENT APPROXIMATIONS, THE ACCURACY OV THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: ' ' ' - DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.35 7.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 486.92 ` ` . . ` ^ ' � ` * BEAM DESIGN AND ANALYSIS PROGRAM N|.1 � COPYRIGHT 1982 BY ' DISCO -TECH, SANTA ROSA, CA, . FOR USE BY DONALD E. FALLON, RCE 17300 1041 COUNTRY LANE, AUBURN CA 95603 ' JOB NO. 90179 ' � 8-7-90 ' JOHNSON RESIDENCE STRUCTURAL CALCS ' REAM GEOMETRY . . | 700 LB/FT' | | � . | 6.5 FT ' | BEAM DESCRIPTION: FIRST FLOOR GIRDER OVERALL BEAM LENGTH (FEET)....... 6.5 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RI8HT SUPPORT (FT)... 6.5 (DISTANCE MEASURED FROM LEFT END) . LOADINGS LOAD DESCRIPTION: W = 700 PLF ' UNIFORM LOAD ON CENTER SPAN (PLF)............ 700 LOAD CALCULATIONS REACTIONS: ' *� LEFT SUPPORT = 2,275 POUNDS. , JD�- RIGHT SUPPORT = 2,275 POUNDS . �^~ � � ^L MAXIMUM MOMENTS AND -SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFTSUPPORT 0' 2,275 ' LEFT SIDE OF RIGHT SUPPORT 0 -2,275 RIGHT SIDE OF RIGHT SUPPORT ' ' 0 0 CENTER SPAN AT 3.25 FEET FROM ' LEFT SUPPORT ' -3,697 0 ` MATERiAL ' ELASTIC MODULUS (MEGA PSI)....... 1.7 ALLOWABLE BENDING STRESS (PSI)... 1250 . ALLOWABLE HORI Z . SHEAR (PSI) . . . . i 95 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1250 MAXIMUM ALLOWABLE SHEAR (PSI).... 95 ` , SECTION PROPERTIES FOR A 3.5' X 9.25 : �+>(10n�47 oP- Lou'S[\F:-#/ BENDING STRESS (PSI)........ 889 SHEAR STRESS (PSI)........ 80 DEFL'CTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER -BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0* FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) ' 0.07 3.25 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 086.56 JOB NO. 90179 THE SHENANDOAH STRUCTURAL CALCS BEAM GEOMETRY * BEAM DESIGN AND ANALYSIS.PROGRAM NO.1 * | COPYRIGHT 1982 BY - DISCO -TECH, SANTA-ROSA, CA. FOR USE By Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca, 95603 110 LB/FT 7-27-90 | , | . 8.0 FT | ` � BEAM DESCRIPTION: PORCH RAFTERS OVERALL BEAM LENGTH (FEET) . . . . . . . 8 DISTANCE 'TO LEFT SUPPORT (FT) . ~. . 0 . DISTANCE TO RIGHT SUPPORT (FT) ' . . 8 (DISTANCE MEASURED FROM LEFT END). /Z- LOADINGS LOAD DESCRIPTION: W /= 110 PLF @ 24" O. C. x�� - UNIFORM LOAD LOAD ON CENTER SPAN (PLF) 110 ....~....... , ^ LOAD CALCULATIONS REACTIONS: � LEFT SUPPORT = 440 POUNDS. RIGHT -SUPPORT = 440 POUNDS. � MAXIMUM MOMENTS AND SHEARS: ' DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT ` 0 0 ` . � MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI),...... 1.7 ALLOWABLE BENDING STRESS (PSI)... 1450 ALLOWABLE HORIZ. SHEAR (PSI)..... 95 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1450 MAXIMUM ALLOWABLE SHEAR (PSI).... 95 SECTION PROPERTIES FOR A' 1.5 X 7.25 ;01;7 ' BENDING STRESS (PSI)........ 804 SHEAR STRESS (PSI)........ 52 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF . THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET' ' MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.13 4.00 . DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 765.32 V BEAM DESIGN AND ANALYSIS PROGRAM NO. 1 COPYRIGHT 1982 BY DISCO -TECH, SANTA, I OSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn; Cal 95603, JOB NO. 90 179 7-27-90 JotlOS00 obs. THE SHENANDOAH STRUCTURAL CALGS. BEAM GEOMETRY 33o LB/FT 1 8.0 FT BEAM DESCRIPTION: PORCH SAVE BEAM OVERALL BEAM LENGTH :FEET?....... 8 DISTANCE TO LEFT SUP'P'ORT (FT) .... 0 . DISTANCE TO RIGHT SUPPORT (FT) ... 8 -(DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTIONS W = 330 PLF" UNIFORM LOAD ON CENTER SPAN ' (PL1= ) ............ 330 LOAD CALCULATIONS REACTIONS: 2 /' LEFT SUPPORT = 1,320 FOUNDS . RIGHT SUP'F'OF:T = 1,320 FOUNDS . MAXIMUM MOMENTS AND SHEARS DESCRIPTION MOMENT00 SHEARc:) LEFT SIDE OF LEFT ' SUPPORT c i i RIGHT SIDE OF LEFT SUPPORT 0 1,320 LEFT SIDE OF RIGHT SUPPORT 0 —11320, RIGHT SIDE OF RIGHT SUP'P'ORT i i 0 .t t it J r GL= I 1 I%Ul I L_ _I I MATEF' I AL PROPERTIES ..ELASTIC MODULUS ( MEGA FSI) ....... 1.6 ALLOWABLE BENDING STRESS (FSI) ... 1300 ALLOWABLE HOR I Z . SHEAF' (PSI) ..... 35 ALLOWABLE OVERSTRESS (%).w....... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1300 MAXI MUM• ALLOWABLE SHEAR (PSI) .... 85 SECTION PROF'ERT I ES FOR A 5.5. X 7.5 BENDING STRESS (I'SI)...... 614 SHEAF: STRESS (FSI)...... i. 41 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR 'M I NUS 0 FEET. MAXIMUM DEFLEi=TIONS: DEFL. (INCHES) POSIT. (FT:) CENTER SPAN 0.10 4.00 DEFLECTION FACTOR = CENTER SPAN t MAXIMUM DEFLECTION= 974.61 # BEAM DESIGN AND ANALYSIS PROGRAM NO. 1 COPYRIGHT 1982 BY DISC=O -TECH, SANTA ROSA, CA. FOR USE BY DONALD E. FALLON, RCE 1730 2041 COUNTRY LANE, AUBURN CA 'JOSOS JOB NO. 90 179 8-7-90 JOHNSON RESIDENT=E STRUCTURAL GALLS BEAM GEOMETRY 80 LB/FT B. 0 FT BEAM DESCRIPTION: DECK FASCIA GIRDER OVERALL BEAM LENGTH (FEET)....... 8 DISTANiE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 8 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W = 280 PLF UNIFORM LOAD ON CENTER SPAN (PLF) ........ .... 280 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 1,120 POUNDS. RIGHT SUPPORT = 1,120 POUNDS.- MATERIAL PROPERTIES r . . ELAST I i_ MODULUS ( MEGA PSI) ....... 1.7 Z� ALLOWABLE BENDING STRESS (PSI)... 150 ALLOWABLE HOF,'IZ. SHEAF: (PSI)..... 95 - ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1250 MAXIMUM ALLOWABLE SHEAR (PSI).... 95 SEi=TION PROPERTIES FORA 3.5 x 7.25 D F. Z BENDING STRESS (PSI)........ 877 SHEAF: STRESS (PSI)........ 56 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS; THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLEi=TION POSITION I S PLUS OR MINUS 0 FEET. MAXIMUM DEFLEC=TIONS: DEFL. (INi_HES) POSIT. (FT? CENTER SPAN 0.14 4.00 DEFLECTION FACTOR = CENTER SPAN / 'MAXI MUM DEFLECTION= 701.54 JOB NO. 90179 JoH06-v] THE SHENANDOAH STRUCTURAL CALCS BEAM GEOMETRY * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 082 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 7-27-90 | 140 LB/FT | � | | | 8.0 FT | BEAM DESCRIPTION: DECK JOIST AT PORCH OVERALL BEAM LENGTH (FEET)....... 8 DISTANCE TO LEFTSUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)..! 8 (DISTANCE MEASURED FROM -LEFT END) ^ LTOAA D I N G LOAD DESCRIPTION: W = 140 PLF @ 24" O.C. UNIFORM LOAD ON CENTER SPAN (PLF)............ 140 JOB NO. 90179 JoH06-�j �-. THE SHENANDOAH STRUCTURAL CALCS BEAM GEOMETRY ' * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * ' COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 ' 7-27-90 . . 140 LB/FT | BEAM DESCRIPTION: DECK JOISTAT PORCH OVERALL BEAM LENGTH (FEET)....... 8 DISTANCE TO LEFTSUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 8 (DISTANCE MEASURED FROM LEFT END) L{]AI[D*GS' LOAD DESCRIPTION: W = 140 PLF @ 24" O.C. UNIFORMLOAD ON CENTER SPAN (PLF)............ 140 MATERIAL PROPERTIES ELASTIi_ MODULUS (MEGA' PSI)....... 1.7 ALLOWABLE BENDING STM'ESS. (PS I) o .. 1400 ALLOWABLE HOF' I Z . SHEAR (PSI) ..... 95 ALLOWABLE 'OVERSTRESS (%)., ...... 0 MAXIMUM ALLOWABLE STRESS_(FSI)... 145 MAXIMUM ALLOWABLE SHEAF: (PSI).... 95 SEi=TION PROPERTIES FOR A. 1. s X 7. 25 2 x g DF ';0 2 BENDING STRESS (PSI)........ 1,023 SHEAR STRESS (PSI)...... G6 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE VEAL MOMENT APPR:OX.IMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM .DEFLECTION POSITION IS FLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT:) CENTER SPAN 0.10- 4.00 DEFLECTION FACTOR n.CENTER SPAN / MAXIMUM DEFLECTION= 601.32 GT_ )o - 090 1A7 d3, i6, 9a TITLE 24 REPORT FOR: JOHNSON RESIDENCE Someway (AP# 065-100-08) . Magalia, Ca. (Butte County) PROJECT DESIGNER: Original Lincoln Logs Ltd. 13650 Bowman Road Auburn, Ca. 95604 (916) 823-5647 Micheal & Sharon Johnson ^ 989 Tehama St. Corning, Ca. 96021 ^ REPORT PREPARED BY: Douglas Fallon ' P.O. Box 449 ^ ' Loomis, Ca. 95650 . (916) 652-9382 Job Number: 90-392 Date: 8/13/1990 ^ . The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy .Efficiency Standards ` for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this progr:am conform to the results produced by the Public -Domain Point System, developed by the California Energy Commission. This program developed by Gabel Dodd Associates (415) 428-0803. Table Of Contents for Title 24 Report ----------------- ------------------- Cover Page ........... .... .................. 1 Table of Contents .................................................... Form i_F-lR Certificate � �f Compliance: Residential ................. 3 Form MF-lR, Mandate pry Measures Checklist: Residential 6 Farm F -'R Faint System Summary ...................................... E3 • k Form WS -1F' Feints Thermal Mass Worksheet ....... 9 Domestic Hot Water Worksheet ........................................ 10 HVAC Zane & Space Leads Summary ....... ..........11 i=ERTIFIi=ATE OF i=OMPLIANCE: Residential (part 1 of 3) CF -IR page 3 of 15 --------------------------------------------------------------------------- Project: JOHNSON RESIDENS=E 1 COMPLY 24 v 3.01 Designer: Original Lincoln Lags Ltd. 1 Building Permit No Location: Paradise Date: 8/13/1990 ; c=hecked By Documentation: Douglas Fallon Date ( User # 1808) -----------------------._.-----------------------------------------------•----- PROJECT ADDRESS Someway c: AP# 065-100-08) Magal ia, Ca. (Butte County) GENERAL INFORMATION Compliance Method: Climate Zane: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: Point System 11 Area: 1794 sq f t Single Fam Det South Raised, Standard BUILDING SHELL INSULATION Component Area U -Value 6" CEDAR LOG 1010 0.1199 LL R-19 CEDAR SIDING 530 0.0601 4 Cedar Sided (R-11) 196 0.0807 R-11 Frame Wall 100 0.0978 978 R-30 OPEN CLG/RAFTER 1560 0.0341 R-19 Raised Floor 1204 0.0381 Location/Comments IST FLOOR 2ND FLOOR .SND FLOOR 2ND FLOOR 2ND FLOOR IST FLOOR/R-6 Crawlspace THERMAL MASS Thick: Mass Material Area (in) Type Location/Description --------------------- ---- ------------ ------------------------------- Wood, Sol id/Logs 1018 6.000 Exposed 1ST FLOOR/Ext Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 15 ----------------------------------------------------- ________________�____ Project: JOHNSON RESIDENCE | COMPLY 24 v 3.01 Designer: Original Lincoln Logs Ltd. Location: Paradise Date: 8/13/1990 Documentation: Douglas Fallon ______________________________-______________________--' Building Permit No | Checked By |' Date (User # 1808) -------------------- 8LAZIN8 Glass w/Int Location Orient Area Type U -Val SC Shade Description _________ ------ _____ ______ _____ _____ _____ _______________________ 1ST FLOOR South 56.0 Double 0.65' 0.88 0.75 Double/Nonwhite Drapes South 32.0 Double 0,65 0.88 0.75 Double/Nonwhite Drapes North 62.0 Double 0.65 0.88 0.75 Double/Nonwhite Drapes East 16.0 Double 0.65 0.88 0.75 Double/Nonwhite Drapes West 32.0 Double 0.65 0.88 0.75 Double/Nonwhite Drapes 2ND FLOOR North 36.0 Double 0.65 One 0.75 Double/Nonwhite Drapes West 32.0 Double 0.65 0.88 0.75 Double/Nonwhite Drapes SHADING (for Glazing above) Over Location Exterior Device SC hang Framing Type ' _________ ________________________ ____ ____ _______________________ 1ST FLOOR ' Ordinary Bug Screen 0.67 10.0 Wood Wind w/Mullions Ordinary Bug Screen 0.67 2.0 Wood Wind w/Mullions Ordinary Bug Screen 0.67 2.0 Wood Wind w/Mullions Ordinary Bug Screen 0.67 0.6 Wood Wind`w/Mullions Ordinary Bug Screen 0.67 0.0 Wood Wind w/Mullions 2ND FLOOR . Ordinary Bug Screen 0.67 2.0 Wood Wind w/Mullions Ordinary Bug Screen 0.67 0.0 Wood Wind w/Mullions ^ C=ERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 15 ------------7----------------------------------=--------------------------- Project: JOHNSON RESIDENCE : COMPLY 24 v 3.01 Designer: Original Lincoln Lags Ltd. Location: Paradise Documentation: Douglas Fallon ------------------------------- Date: 8/13/1990 Building Permit No Checked By Date (User # 1808) ----------------------------------------- HVAC SYSTEMS Minimum Output Duct Duct Manufacturer/Model No. System Type Efficiency ----------- (Btuh) Location RVal (or approved equal) ---------- iGas Fired 0.732 ---------------------- SE 46000 Vent. Cr awl spat a ---- 2.1 ----------------------- BDP 580AN036060 Air Cond 9.600 SEEP 35200 Vent. Cr awl spat e Zone Furnace Max: 1.3 x 1 30732 Btuh + (10 x 1754 sgft)] = 63274 Btuh Cooling Exception: CFM Cooling (see Load Cal cs) requires _ Btuh HOT WATER SYSTEMS Tank Manufacturer/Madel No. # of Energy # of System Type ------------------- Volume (or approved equal) Sys Credits Pumps Gas Fired ----------------------------- 47.5 A.O. Smith PGC -50 (SG) ------------ 1 0 ----- 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this Certificate of Compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Original Lincoln Lags Ltd. 13650 Bowman Road Auburn, Ca. 95604 ( 916) 823-5647 BUILDING OWNER Micheal & Sharon Johnson 989 Tehama St. Corning, Ca. 96021 License Nc / Signed: ( Signed: (Date) DOCUMENTATION AUTHOR Douglas Fallon P.O. Box 449 Loomis, Ca. 95650 ( 916) 652-9382 ENFORCEMENT Name: Agency: Telephone:_ AGENCY (Date) Signed: Signed: (Date) (Date) MANDATORY MEASURES CHECKLIST (part 1 of ) MF -1R page 6 of 15 --------------------------------------------------------------------------- Pr o.j ec t : JOHNSON RESIDENCE 1 COMPLY 24 v 3.01 Designer: Original Lincoln Legs Ltd. Location: Paradise Documentation: Douglas Fallon ----------------------------------- Building Permit No Date: $/13/1990 Checked By ' Date (User # 1808) ------------------------------------- NOTE: Lowr ise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as 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 o Sec. -535(a): Minimum ceiling insulation R-19 weighted average. * o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. o Seo. 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). * o Sec. -5352(k:): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inc=h. o Sec. 2-5311: Insulation specified or installed meets. California Energy Commission (CEC:) quality standards. Indicate type and farm. o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. -5317: Infiltration/E filtration Controls a. Doors and windows between conditioned and unconditioned spaces designed to'limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all .joints and penetrations caulked and sealed. o Sec. 2-5352(e): Special infiltration barrier installed to c=omply with Sec. -5351 meets CEC: quality standards. o Sec. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control . No continuous burning gas pilots allowed. Enforcement MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -IR' page 7 of 15 --------------------------------------------------------------------------- Fr o.j ec t : JOHNSON RESIDENCE 1 COMPLY 24 v 3.01 Designer: Original Lincoln Lags Ltd. 1 Building Permit No Location: Paradise Date: 8/13/1990 0 Checked By Documentation: Douglas Fallon Date ( User # 1808 ) ----------------------------------------------------------------------=----- HVAi= AND PLUMBING SYSTEM MEASURES Enforcement o Sec. -5352(g) and 2-5303: Space conditioning equipment sizing: attach calc=ulations. o Sec. 2-5352(h) and -5315: Setback thermostat on all applic=able heating systems. o Sec. -5316(x): Ducts constructed, installed and insulated per c=hapter iii, 1976 UMC. o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. -5314(c): Gas-fired space heating equipment has intermittent ignition devices. o Sec. -5314: HVAC equipment, water heaters, showerheads and faucets certified by the i=EC. o Sec. 5352(1.): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5.feet of pipes closest to tank insulated (R-3 or greater). o Sec. 2-5312 (E ;sept ion I) : Pipe insulation on steam and steam condensate return & recirculating piping. c � Sec. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. •5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES o Sec. 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. o Sec. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. o Sec. -5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the i=EC. Indicate make and model number. POINTS SYSTEM SUMMARY: CLIMATE ZONE it -------------------------------------- Project: JOHNSON RESIDENCE Designer: Original Lincoln Lags Ltd. Location: Paradise P -'R page 8 of 15 --------------------------------- : COMPLY 24 v 3.01 Date: 8/13/1990 Building Permit No Checked By Documentation: Douglas Fallon Date (User # 1808 ) --------------------------------------------------------------------------------- BUILDING DATA Conditioned Floor Area 1794 sgft Number of Stories 2 Occupancy Type Single Fam Det SCORE ------------------------- CARD Measure Points 1. Roof Insulation �n ------- 0.0341 (U -Value) ------ -1 v. 'Wall Insulation 0.0972 (U -Value:) 1 3. Raised Floor Insulation 0.0381 (U -Value) : 3a. Controlled Vent Crawlspace 0.0 (R -Value) 0 4. Slab Edge Insulation 0.0000 (f2 factor)-: 5. Infiltration Standard 0 6. Glass Heat Less 0.65 14.8% 1 Sum 1-6 1 7. Shade Open Area % Glass SC OH Eff a. North 98.0 5.5 x 0.57 - 3.1 0 b. East 16.0 0.9 x 0.57 x 1.00 = 0.5 -1 c . S• gut h 88.0 4.9 x 0.57 x 0.65 = 1.8 1. d. West 64.0 3.6 x 0.57 x 1.00 = 2.0 0 e. Skylight 0.0 0.0 x 0.00 = 0.0 0 8. Shade Closed Area ----- % Glass ------- SC: OH Eff a. North 98.0 5.5 ---- x 0.48 ---- ----- = 2.6 0 b. East 16.0 0.9 x 0.48 x 1.00 = 0.4 2 c. South 88. o 4.9 x 0.48 x 0.49 = 1.2 1 d. West 64.0 3.6 x 0.48 x 1.00 = 1.7 0 e. Skylight 0.0 0.0 x 0.00 _ 0.0 0 9. Interior Thermal Mass 0.62 10. Exterior Wall Mass 0.33 4 Sum 7-10 9 11. Heating System 0.73,E SE x 0.78 Duct Eff = 0.57 Eff SE 1 Zonal Control: No 12. Cooling System 9.600 SEER x 0.84 Duct Eff = 8.06 Eff SEER 4 13. Water Heating (see DHW Worksheet: - -1 Point Total: 14 THERMAL MASS WORKSHEET WS -1R page 9 � � f 15 --------------------------------------------------------------------------- Project: ------------------ Project: JOHNSON RESIDENCE ; COMPLY 24 v 3.01 Designer: Original,Ljncoln Legs Ltd. ; Building Permit No Location: Paradise Date: 8/13/1090 1 Checked By Documentation: Douglas Fallon ' Date (User # 1808) --------------------------.------------------------------------------------- INTERIOR THERMAL MASS Interior Interior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity -------- Wood, Solid/Logs 6.00 1 0.1199 1018.0 x 1 . 1 = 1119.8 TOTAL 1119.8 INTERIOR MASS FACTOR 1 1119.8 IMC: / 1794 sq f t = 0.62 # Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides E xpc •sed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS E terior Exterior Sides Wall, Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor c=apacity ---------------------- ------------------- ------ -------- -------- Wood, Sol id/Logs 6.O0 1 0.1199 1018.0 x 0.6 = 610.8 Other Opaque Wall Area 818.0 x 0.0 = 0.0 TOTAL . Glove EXTERIOR MASS FACTOR 1 610.8 EMC / 1836 sqft = 0.33 DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 10 � o f 15 ----------------------------------------------------------------------•----- Pr c i j ec t : JOHNSON RESIDENCE f COMPLY 24 v 3.01 Designer: Original Lincoln Legs Ltd. ' Building Permit No Location: Paradise Date: 8/13/1990 ; c=hecked By Documentation: Douglas Fallon ' Date ( User # 1808 ) ----------------------------------------------------------------------•----- A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE 2 Manufacturer & 2 Water heating budget 3 Madel number KBtu/yr/unit, see Table 1 A.O.Smith PGC: -50 (SG) 4 Ignition device GP GP, gas pilot or IID, int. ignition devis=e 5 Tank: volume 47.5 Total gallons, from C:EC: Appliance Directory 6 Recovery efficiency 76.0 Percent from CEC: Appliance Directory 7 Standby loss 3.7 Percent/hour, from CEC: Appliance Directory 8 Rated input 44000 Btu/hr, from i=EC Appliance Directory 7 Ad.j Standby Lasses c,i kWh = 3413 Btu) 9 Number of Heaters 1 From building plans (total) B OPERATING DATA 1 c=limate Zane 11 See Appendix D 2 Water heating budget 20400 KBtu/yr/unit, see Table 1 3 Tank set temp. 140 F, fixed input 4 Water main temp. 65.0 F, see Table 1 5 Daily hot water load 50 50 � �r 35 gallons/unit, see Table i 6 Ambient air temp. 62.8 F, see Table 1 7 Ad.j Standby Lasses 0.0240 See Table 2 or Appendix B 8 No. dwelling units 1 From building plans (total) 9 Number of pumps 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 C ---------------------------------------------------------------------------- WATER HEATING ENERGY CREDITS 1 Credit name _ See Table 5 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) -----------------------------------------------------------------------•------ 1 Recovery load 11292.2 € C B5 x 8.25 ( 140-B4) x 365 x 0.0011-C21x B8 2 Recovery energy 14858.1 D1 / A6 3 Standby lass energy 6105.3 t24 - C (D2 x 1000)/(AB x A9 x 365) 11 % 8.25 A5 x B7 x 365 x ( 140-B6) x 0.001 x A9 4 Pumping energy 0.0 B9 x B10 x 3.413 % 3 x 0.001 5 Total energy 20963.4 GAS SYSTEMS: (D2 + D3 + D4) / B8 ELECTRIC: 0(D2 + D3) x 31 + D41 / B8 6 Water heating budget comparison -563.4 KBtu/yr/unit B' - D5 7 Water heating budget -0.6 Paints (D6 / Floor Area) x 2 Y B8 HVAC: ZONE -----------7-----------------------------------------------------7--------- HEATING & COOLING LOAD SUMMARY page 11 of 15 -------- Pro.ject: Project: JOHNSON RESIDENCE- 542 COMPLY 24 v 3.01 Designer: Original Lincoln Legs Ltd. 1 Building Permit No Location: Paradise Date: 8/13/1990 1 c=hecked By 1068 Documentation: ---------------------------------------------------------------------------- Douglas Fallon ' Date ( User # 1808 ) HVAC: ZONE DESi=RIPTION HVAC_ Zane Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling ing Schedule: Fan Schedule: Peak Lead Method: Relative Humidity: SPACES IN THIS ZONE PEAK 1ST FLOOR (Jan 12am) 2ND FLOOR (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Hain EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting main Return Duct Conduction Return Duct Leakage Return Fan Heat Hain TOTAL SYSTEM LOAD WHOLE HOUSE BDP 580AN036060 1 Residential Heating. Residential Cooling Residential HVAC & Fans COINCIDENT 50 HEATING 19515 100201 25535 0 1.177 591 -0 31602 0 ( 316 632 -1819 30732 SYSTEM PERFORMANCE .46000 26314 • 8206 AT DESIGN CONDITIONS 2.2 toms 01.7 tons COOLING PEAK SENSIBLE LATENT (Aug 2pm) 13343 542 (Aug 2pm) 8013 266, 1356 8018 0 cfm) 0 -0 1068 427 0 16 22851 8'4 0 cfm) 0 -0 0 229 457 16 181'3 25355 841 2.1 tans 0.1 tons SYSTEM PERFORMANCE .46000 26314 • 8206 AT DESIGN CONDITIONS 2.2 toms 01.7 tons RESIDENTIAL SPACE HEATING 'LOAD SUMMARY page 12 of 15 -------------------------------------------------7------------------------- Project: ------------------------ Frojec,t: JOHNSON RESIDENCE ! COMPLY 24 .v 3.01 Designer: Original Lincoln Lags Ltd. ! Building Permit No ! Location: Paradise Date: 8/13/1990 ! Checked By Documentation: Douglas Fallon ! Date (User # 1808) ---------------------------------------------------------- ----------------- Space Name: 1ST FLOOR Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 30 F Design Temperature Difference: 40 F Conduction Area U -Value TD Btu/hr 6" CEDAR LOG 1010.0 ' x 0.1199 x 40.0 = 4843 S Lite 6'r ossbuc k 40.0 x 0;4049 x 40.0 = 648 Double/Nonwhite Drapes 198.0 x 0.6500 x 40.0 = 5148 R-19 Raised Floor 1204.0 x 0.0493 x 40.0 _ 2375 Infiltration: 1.00 x 0.018-x 1204 sq f t• x l O.O ft x 0.75 AC x 40.0 - 650 TOTAL HOURLY HEAT LOSS FOR SPAT=E 19515 SUPPLY AIR QUANTITY ------------------- Heating: 19515 Btu/hr / E1.10 # (05 F Supply - 65 F TStat)7 = 444 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 13 of 15 ___________________________________________________________________________ Project: JOHNSON RESIDENCE ' | COMPLY 24 , v 3.01 | Designer: Original Lincoln Logs Ltd, | Building Permit No | Location: Paradise Date: 8/13/1990 | Checked By | Documentation: Douglas Fallon | Date (User # 1808) _____________-_____________________________________________________________ Space Name: IST FLOOR Design Indoor Dry Bulb Temperature: Area Heat Gaih Conv. Btu/hr 78 F 1.00 x Design Outdoor Summer Dry Bulb Temperature: _________ _____ x 0.000 x 3.413 ------- _____Equipment = 0 Occupants 99 F 1204.0 Design Temperature Difference: = 542 TOTAL HOURLY 21 F 542 Conduction _______________________ Area U -Value DETD Btu/hr 6" CEDAR LOG - 55 FSupply)] = ______ 1010.0 x _______ 0.1187 x ____ 14.6 = ------ 1751 9 Lite Crossbuck 40.0 x 0.3920 x 14.6 = 229 Double/Nonwhite Drapes 198.0 x 0.6179 x 21.0 = 2569 R-19 Raised Floor 1204.0 x 0.0500 x 6.0 = 361 Infiltration: 1.00 x 0.018 x 1204 sqft x10.0 ft x 0.75 AC x 21.0 = 3413 Shaded Unshaded Solar Gain _______________________ Orient. _________ Area SGF Area SSF SC . Btu/hr Double/Nonwhite Drapes South [ ____ ___ 56.0 x 15 + ____ ___ 0.0 x 323 ____ x 0.48 ------ = 405 Double/Nonwhite Drapet South [ 24.4 x 15 + 7.6 x 323 x 0.48 = 294 Double/Nonwhite Drapes North [ 0.0 x 15 + 62.0 x 151 x 0.48 = 448 Double/Nonwhite Drapes East [ 0.0 x 15 + 16.0 x 731 x 0.48 = 563 Double/Nonwhite Drapes West [ 0.0 x 15 + 32.0 x 731 x 0.48 = 1125 Internal Gain _______________________ Op Frac. ________ Area Heat Gain Conv. Btu/hr Lighting 1.00 ______ x 1204.0' x _________ 0.200 x _____ 3.413 = ------ 822 Equipment 1.00 x 1204.0 x 0.200 x 3.413 = 822 Occupants 1.00 x 1204.0 x 225 / 500 = 542 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 13343 Latent Gain _ _______________________ Op Frac. ________ Area Heat Gaih Conv. Btu/hr Equipment 1.00 x ______ 1204:0 _________ _____ x 0.000 x 3.413 ------- _____Equipment = 0 Occupants 1.00 x 1204.0 x 225 / 500 = 542 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 542 SUPPLY AIR QUANTITY ------------------- Cooling: 13343 Btu/hr / [1.08 * ( 78 F TStat - 55 FSupply)] = 537 cfm RESIDENTIAL SPACE HEATINim LOAD SUMMARY -------7 ------------------ ------------------------------------------------- -------------------------•---------------------- page 14 of 15 Project: Project: JOHNSON RESIDENCE COMPLY 24 v 3.01 Designers Original Lincoln Lags Ltd. 1 Building Permit No Location: Paradise Date: 8/13/1990 1 , Checked ,By Documentation: Douglas Fallon ----------------------------------- ----------------------------------------- 1 Date (User # 1808 : Space Name: 2ND FLOOR Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 30 F Design Temperature Difference: 40 F . Conduction icon ----------------------- Area U -Value TD Btu/hr LL R-19 CEDAR SIDING ------ 530.0 x ------- 0.0601 ---- x 40.0 ------ = 1274 2x4 Cedar Sided (R-11) 196.0 x 0.0807 x 40.0 = 633 R-11 Frame Wall 100.0 0.0 x 0.0978 x 40.0 - 391 Double/Nonwhite Drapes 68.0 x 0.6500 x 40.0 = 1768 R-30 OPEN CLG /RAFTER 1560.0 x 0.0341 x 40.0 = 213o � Infiltration: 1.00 x 0.018 x 590 sq f t x 12. 0 f t x 0. 75 AC x 40. 0 TOTAL HOURLY HEAT LOSS FOR SPACE SUPPLY AIR QUANTITY ------------------- Heating: 10020 Btu/hr / EI.10 * (105 F Supply - 65 F TStat)J = 38.23 10020 2'28 c f m RESIDENTIAL SPAT=E COOLINim LOAD SUMMARY page 15 of 15 --------------------------------------------------------------------------- Pr o j ec t : JOHNSON RESIDENCE COMPLY 24 v 3.01 Designer: Original Lincoln Legs Ltd. ' Building Permit No Location: Paradise Date: 8/13/1990 Checked By Documentation: Douglas Fallon ' Date ( User # 1808 ) ---------------------------------------------------------------------------- Space Name: 2ND FLOOR Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 99 F Design Temperature Difference: 21 F Conduction ----------------------- Area U -Value DETD Btu/hr LL P-19 CEDAR SIDING ------ 530.0 x ------- 0.0598 ---- x 14.6 ------ = 462 x4 Cedar Sided (R-11) 196.0 x 0.0801 x 14.6 = 229 R-11 Frame Wall 100.0 x 0.0969 X969 x 14.6 = 141 Double/Nonwhite Drapes 68.0 x 0.6179 x 21.0 = 882 R-30 OPEN CLG/RAFTER 1560.0 x 0.0336 x 35.0 = 1834 Infi1tration: 1.00 x 0.018 x 590 sgft x12.0 ft x 0.75 AC x 21.0 = 2007 Shaded Unshaded Solar Gain Orient. Area SUF Area SOF SC Btu/hr Double/Nonwhite Drapes North C 0.0 x 15 + 36.0 x 151 x 0.48 = 260 Double/Nonwhite Drapes West 1 0.0 x 15 + 32.0 x 731 x 0.48 = 1 125 Internal gain ----------------------- Op Frac. Area Heat wain i=onv. Btu/hr Lighting -------- 1.00 ------- x 590.0 --------- x 0.200 x ----- 3.413 ------ = 403 Equipment 1.00 x 590.0 x 0.200 x 3.413 - 403 Occupants 1.00 x 590.0 x 225 / 500 = 266 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 8013 Latent Hain ----------------------- Op Frac. --------- Area Heat vain i=onv. Btu/hr Equipment 1.00 ------ x 590.0 -------•-- x 0.000 x ----- 3.413 ------ = 0 Occupants 1.00 x 590.0 x 22.5.1 / 500 = 266 TOTAL HOURLY LATENT HEAT GAIN FOR SPAT=E 266 SUPPLY AIR QUANTITY ------------------- Cooling: 8013 Btu/hr / 11.08 78 F TStat - 55 F Supply)] 323 cfm 67-- 1D -0t; 1. Ceiling Insulation SiNw- Slab Floor 5.I.eiiltration (Air'Leakage) Mass R -value Number One of stories Two Three '�D°n Pante DetaeW R-0 -i C3 -49 .32 One Smndard Three 0.0 -8 R-"9 -8 -4 .2 74 0.1 -8 -5 3 R30 0 - .O 0.3 •7 .4 ' ' -2 0 1 R38 0 0 0 •1 1 1 2--- 0.7 -5 •2 •1 1 6. GL= Heat Loss 2 09 -5 U -value 0 2 3 3 1.1 -4 •1 i 0.50 -176 -84 -54 Total 0 2 U•yalue 4 pro -102 -49 -32 Percent .51 to .41 to .31 to 0.30 or 0.10 -26 -13 •8 Glass Single Double .60 .50 .40 less O.CS 3 5 •6 ' 50 -121 -53 -39 -24 •10 4 OXG -,8 11 _5 -4 46 -90 37 -26 -14 3 8 X4 O •� 4 4 2 1 35 -75 -29 •19 -9 1 10 O 3 5 3 30 31 -21 -13 -4 4 12 O.CO 9 11 12 29 -58 -20 42 4 5 • 12 11. 12 12 6.0 28 •55 -18 -10 •2 5 13 13 65 6 9 27 -52 -17 -9 -2 6 13 7- Wall Insulation 9 11 26 -49 -15 -8 -1 7 14 10 Single- Single- 1414 25 24 -46 -14 -7 �3 •12 5 0 1 7 8 14 14 R -value Family Detac:ted Family Attached Muld- Fami'ry •- 23 22 -30 -9 •4 37 •9 3 2 3 8 9 15 15 R-0 -68 •51 -34 21 34 -7 -2 4 10 15 R-11 0 0 0 20 31 -6 0 5 10 16 R-13 2 2 1 19 -29 -4 1 6 11 16 R-19 8 6 4 18 -26 3 2 7 12 16 Attached 4.5 4.7 I. Unit Size (sq 17 -23 -1 3 8 12 17 U value 2700 Heater t,redd 16 420 0 4 9 13 17 0.60 -153 -114 -76 15 -17 1 6 10 14 17 0.50 -91 -68 -46 14 •14 3 7 10 14 18 0.:0 .47 = 36 -24 13 -12 4 8 11 15 18 0.10 0 0 0 12 •9 6 9 12 15 19 US 4 3 2 it 3 7 10 13 16 19 Us 9 7 5 10 3 9 11 14 17 19 OX4 14 11 7 9 -1 10 -13 15' "17 20 0.02 '19 •14 10 8 2 12 14 16: 18 20 0.00 24 18 12 _. J-- - • . _� . . 1 IE . None •28 -t9 -14 -11 -9 5.2 3. Raised Floor Insulation 8 5 7, Shading (Shade Open) 3 3 - - Insulation in Fioor -10 t 3 •5 --£lTecilve ptircmt Cisa -3 2.4 Multi -Family Ondivldual Number of stories 3 3.2 (pereect ti= x SC) - 1 Urtit Size (9t) 3.6 R -value One Two Three 1700 2200 - --- - R-0 R-11 -i7 3 -8 -2 .5 .1 E9eci" % Glass North East South West Skylight R-19 0 0 0 18 5 1. 4 1 na R•30 3 1 1 16 4 2 5 1 na U-vaiue 2 2 62 6 4 14 12 4 2 3 3 5 5 1_ 2 na - na' _-.0.60 •144 •70 -46 11 3 3 5 2 na 0.50 _ -120 -58 •38 10 2 3 5 2 1 0.40 -95 -46 30 9 2 3 5 2 2 0.:0 -63 34 •22 8 2 3 5 2 2 0.20 3' -21 -14 . 7 .1 3 4 2 2 0.10 -17 -8 -5 6 1 3 4 2 3 0.08 -11 -6 -4 5 1 2. 4 2 3 -0.06 -6 -3 -2 4 0 2 3 1 3 O.C4 -1 0 0 3 0 1 2 1 3 . 0.02 4 2 1 2 0 0 1 0 3 O.CO 10 5 3 1 •1 -1 -1 •1 2 95% 1.6 1J 2 0 .1 -2 -4 -2 0 Controlled Ventilation CrawlSpace na, not allowed 4.1 4.3 4.6 4.8 Number of stories 5.4 5.6 5.8 6 6.2 6.4 R-vaiue One Two Three 21" 23 25 _ 3 R-0 -11 -7 •5 & Shading (Shade Closed) 42 R-5 -4 .4. 3 5.1 55 5.7 5.9 6.1 R-11 -2 •2 •2 1.8 Errective Peic t Gass 22 R-19 -1 .2 .2 11 (Percent fins x SC) 3.7 4. Slab Edge Insulation - 4.1 4.3 45 .4.7 4.9 3.1 5.4 56 _-- %Glass North East South West SkySght 68 7 Number of Stories 1.9 21 Z3 2.5 ZI 29 R -value One Two Three 18 -14 -48 39 -64 na 5 5.2 5.4 5.7 is -12 .42 -59 -55 na • a3 0- 0 p 14 -10 -::5 -50 -46 na R-5 8 5 5 2 12 -8 -29 -40 37 na R•7 8 3 11 -7 •26 36 33 na F2fac--r •0.5?0 10 9 -6 -23 -5 _20 31 -27 •29. 25 -74 -65 -4 3 .1 8 -5 -17 Z3 -21. •56 0.80 - 1 t -1 g 7 •4 -14 -19 •18 -47 0.70 2 2 1 6 `3 •11 •15 -14 38 0.60 6 2 5 •2 -9 -11 -10 -30 . 0.50 9 9 6 6 3 4 -1 •6 -8 •7 -M 0.50 4 3 0 .4 -5 -4 -16 -9 1 n- 2 3 4 3 0 9. Interior Thermal Mass Interior SiNw- Slab Floor Raised Floor :. Mass Family Stories Will . Stories DetaeW ,CFA One Two Three One Two Three 0.0 -8 =5 .4... •2 .1 74 0.1 -8 -5 3 4 0 - .O 0.3 •7 .4 ' ' -2 0 1 1 05 -6 3 •1 1 1 2--- 0.7 -5 •2 •1 1 2 2 09 -5 -1 0 2 3 3 1.1 -4 •1 i 3 4 4 1.3 -3 0 2 3 4 5 15 •1 1 7 .4 5 S 20 •1 2 .4 5 6 7 25 0 3 5 7 .7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 it 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11. 12 12 6.0 5 8 10 12 13 13 65 6 9 10 12 13 13 ; 7.0 6 9 11 13 13 14 7.5 6 10 11 13 1414 7 8.0 7 10 11 13 14 • 14 I 11.5 7 10 12. 13 • 14 15 10. Exterior Wall Thermal Mass Ezterior Single. SiNw- x or Wag Family Family Will = Mau DetaeW Atmched Famtiy Interior MasslCFA 0.00 0 0 0 '• " 0.20 0.40 3 S 23 ISO( SEER 0.60 8 6 4 more 0.80 10 8 5 . 3 1.00 13 10 7 -5 1.220 .. 13 12 8 •4 -4 1.40 12 13 9 -4 1.60 10 13 :: 11... 9.5 1.80 10 12 12 0 200 10 11 13 2 1 10.5 7 6 5 _l 11. Heating System ' 11.0 10 9 7 SE or HSPF 4 3 =: MO (assumes ducts In attic) ' •. 9 7 Sum of i-6 13.0 -20 17 14 Y -25 or 24 to -14 b -4 to +6 to i6 or SE HSPF less •15 . •5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 0.85 7.33 8• 7 7.79 13 11 6 5 -10 8 4 7 3 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -17 El7edlve SE or HSPF •9 . 6.0 (SE or HSPF x dud eMcienc7) -11 -9 -7 Effecive -25 or -24 to -14 to -4 to +6 io 16 or SE HSPF less -15 -6 +5 +15 more 0.30 275 -73 34 •56 -47 38 30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -25 -22 -18 -14 0.50 4.58 -10 -9 -8 •7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 550 5 5 4 3 3 2 i 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 - 13 10 . 0.90 825 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 8 7 Zonal Control Adjustment 3 i System Type I =:.Stories 4.1 Resisance 10 9 7 6 4 3' o0er 6 5 4 3 2 2 12. Cooling System x or -4 b. - East . R•value(191 SEER = Slab Edge Insulation c. South _ or (&=met ducts In attic) Interior MasslCFA R -value (01 F2 farscr [0.r] 5. Stm of 7-10 Standard -25 or .24 to 1410 -410 +610 ISO( SEER less -15 ; -6 +5 +15 more 8.0 -14 •12 -10 -8 3 -4 85 •9 -7 -6 -5 .4 •3 .. 8.9 -5 •4 -4 -3 •2 -2 9.0 -4 3 .3 .2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 =: MO 15 13 11 9 7 5 13.0 -20 17 14 Y 12_ 9 6 -. Eztarior Wall :mass Enertive SEER 11. Heating System (SEER xduct efncienc7) 0% 5% ' 107E Sun of 7-10 20% 25 6 Effer-is-25 or .24 to .14 to -410 +6 to 16 of SEER less -15 -5 +5 +15- more 5.0 30 -25 •21 -17 -13 •9 . 6.0 -12 -11 -9 -7 3 •4 6.6 -5 -4 .-4 3 -2 2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 ' 10.0 22 19 i6 13 10 7 ' 11.0 26 23 19 15 12 8 120 30 26 22 18 14 9 13.0 33 29 24 20 15 10 1.2 Zonal Control Adjustment 1.6 1.8 2 10 8 7 6 4 3 i No Cooling System Installed I =:.Stories 4.1 4.3' 4.5 4.8 . ' One -5 -1 •4 3 -2 -24 Two+ 3 3 2 2 2 1 Z4 26 Z8 3 32 3.S Single-FamnT Detached and Attached 4.5 4.7 I. Unit Size (sq 5.1 Water 5.6 51 1139 12CO '1700 2200 2700 Heater t,redd or -� to to to or Type Type less 1699 2199 2699 more SG None 0 O 0 4.7 4.9 or Scar 12 " 8 6 5 4 HP -HWR 8 5 4 3 3 Z3 WS3 5 3 3 2 2 3.6 PCU _ .8 5 4 3 3 SE None 37 •24 •18 -15 •12 -. Soiar -1 •1 •1 0 0 2 HWR •18 •12 -9 -7 3 1,1 WS3.. •25 -16 -12 -10' -8 POU -18 __12. -9 -7 -6 IG None -5 -3 -2 -2 -2 1.4 Sciar 7' S 4 3 2 2.7 POU 3 2 1 1 1 IE . None •28 -t9 -14 -11 -9 5.2 Soiar 8 5 4 3 3 1.1 POU -10 t 3 •5 -4 -3 2.4 Multi -Family Ondivldual units) 3 3.2 . - 1 Urtit Size (9t) 3.6 Water 4.3 699 :700 1200 1700 2200 Healer Credit or lo to In or Type Type less ;1129 im 2199 . more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 ' Hp HWR 9., 5 3 2 2 62 6 4 WS3 9 4 3 2 2 Z1 POU 9 5 3 2 2 SE None -45 .:-23 •15 -11 -9 4.5 Solar 2 1 1 0 0 5.9 HWR '•�' •12 -8 -6 5 ' WS3-r"5 . -13 •8 3 "•5 3 ,KU_23 12 - • -8 3 -5 IG • None --8 -4 •-3 -2 _ •2 S.6 Solar ' 6 .- ( 3 2 1' 1. i C 1.4 POU __I _0 : 0 0 0 . E None : 30 -15 -10 -"4 6 _:.Solar `18 ._ 9 6 4 4 5 or,,U ",-8 -4 -3 _2 -2 115% 2 22 24 2.6 2.8 3 32 3.4 3.6 9.6 4,1 4.1 4,5 4,1 4. 5.1 S.3 S.5 2.7 5.9 6.2 6.4 6.6 6.8 7 lc 120% 2 23 2.5 2.1 Z9 3.1 3.3 15 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 " 6.7 6.9 7.1 73 1257: 21 Z3 2.5 2.8 3 3.2 14 3.6 18 4 42 4.4 4.6 4J 5.1 5.3 15 S_7 5.9 6.1 6,3 6.5 0 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD . Measures 1. Ceiling Insulation or F. -value 1381 U•value [0.0301 2. Wall Insulation or R-value(111 U-vaiue(0.0981 3. Raised Floor Insulation x or -4 b. - East . R•value(191 11 -value [0.037] = Slab Edge Insulation c. South _ or X Interior MasslCFA R -value (01 F2 farscr [0.r] 5. Infiltration Standard 6. . TM : ■mss X = - _ . .. _7.. Shading (Shade:Open) _ SC % Glass SC ..Eff. % Grass X= • . East _..._.._ X = c. South u.7OtwC��.n = d. West X = _.. e. . Skylight - t 77Ptt t k&s (UUC 4.2. let exuased slab) 9. Interior Thermal Mass 1. .w1 , COND FLLOOOOS CONDR AREA • Interior P7iu CFA 16. Exterior Wall Mass TYPE 2 M_aSS AREA Q 1i -. Eztarior Wall :mass COND. ZL OR ARr.+ 11. Heating System x 0% 5% ' 107E iS% 20% 25 6 W% 3576 40% 45% 50% M W% St% AM 7S% 80% 85% 90% 95% 100% 105% 1107. 115% 1201, 12! o : 0 02 0.4 0.8 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 Z9 32 14 3.8 3.8 4 4.2 4.4 4.8 4.8 5 5 for to 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 . Zt . 23 Z5 Z7 2.9 11 3.3 15 17 4 4.2 4.4 4.6 4.8 5 5.2 5 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 Z2 Z4 Z7 29 3.1 3.3 15 17 19 4.1 4.3' 4.5 4.8 5 52 5.4 SE 30% as 0.1 0.9 1.1 1.4 1.6 1.8 2 22 Z4 26 Z8 3 32 3.S 17. 33 4.1 43 4.5 4.7 4.9 5.1 5.3 5.6 51 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 Z4 26 Za 3 12 3.4 3.5 3.6 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5:7 5.5 50%. 0.9 1.1 1.3 15 1.7 1.9 Zt Z3 25 Z7 3 32 14 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 S.5 5.7 5.9 6.1 SSx nor 11 1,4 1.R 111 2 7? 24 2A ZEt 9 1,1 15 7,7 7.9 4.1 42 4.5 4.7 4.9 5.1 S3 SG 5.8 O 6; W% 1 12 1.4 1.7 1.9 Z1 13 25 2.7 29 3.1 13 3.5 3.6 4 4.2 4.4 4.8 4.8 ' S 5.2 5.4 5.6 S.9 6.1 6: 65% 1.1 1.3 1.S 1.7 1.9 22 2.4 2.8 28 3 3.2 3.4 35 3.6 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 6i 70% 1.2 1.4 1.6 1.8 2 Z2 25 21 Z9 3.1 13 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S S2 5.4 5.6 53 6 62 6 4 75% 1.3 15 1.7 iJ Z1 Z3 Z5 21 3 3.2 14 16 18 4. 42 4.4 4.5 4.8 5.1 5.1 S5 5.1 5.9 6.1 6.1 6! tI0'� 1.4 1.6 1.8 2 Z2 Z4 26 2.8 3 3.3 15 17 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 S.6 5.8 6 6.2 64 61 657: 1.4 iJ 1.9 21 Z3 25 ZI 19 3.1 3.3 3.5 28 4 4.2 4.4 4.6 4.8 5 52 54" S6 59 6.1 63 GS 6i 907: 1.5 1.7 2 22 24 Z6 2.8 3 3.2 14 16 3.4 4.1 4.3 4.5 4.7 4.9 St 53 5S 5.7 6.9 6.2 64 65 61 95% 1.6 1J 2 22 25 Z7 2.9 11 33 15 17 3.1 4.1 4.3 4.6 4.8 5 12 5.4 5.6 5.8 6 6.2 6.4 6 7 6.1 1007: 1.7 iJ 21" 23 25 28 3 32 3.4 3.6 18 4 42 4.4 4.5 4.9 S.1 5.1 55 5.7 5.9 6.1 6.3 65 6.7 7 105% 1.8 2 22 . Z4 26 Z8 3 11 3.S 3.7 19 4.1 4.3 45 .4.7 4.9 3.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110 : 1.9 21 Z3 2.5 ZI 29 11 3.3 36 3.8 4 41 4.4 4.5 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 22 24 2.6 2.8 3 32 3.4 3.6 9.6 4,1 4.1 4,5 4,1 4. 5.1 S.3 S.5 2.7 5.9 6.2 6.4 6.6 6.8 7 lc 120% 2 23 2.5 2.1 Z9 3.1 3.3 15 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 " 6.7 6.9 7.1 73 1257: 21 Z3 2.5 2.8 3 3.2 14 3.6 18 4 42 4.4 4.6 4J 5.1 5.3 15 S_7 5.9 6.1 6,3 6.5 0 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD . Measures 1. Ceiling Insulation or F. -value 1381 U•value [0.0301 2. Wall Insulation or R-value(111 U-vaiue(0.0981 3. Raised Floor Insulation x or -4 b. - East . R•value(191 11 -value [0.037] = Slab Edge Insulation c. South _ or X = R -value (01 F2 farscr [0.r] 5. Infiltration Standard 6. Glass Heat boss X = S. Shading (Shade Closed) Type (double] U-vaiue [0.65] %Total Glass (16] Sum 1-6 _7.. Shading (Shade:Open) _ SC % Glass SC ..Eff. % Grass a. North x = b. - East . x = c. South _ X = d. West x = e. Skylight X = S. Shading (Shade Closed) % Glass SC Eff. % Glass a.North X= East _..._.._ X = c. South x = d. West X = _.. e. . Skylight - X 9. Interior Thermal Mass 1. AREA is COND FLLOOOOS CONDR AREA • Interior P7iu CFA 16. Exterior Wall Mass TYPE 2 M_aSS AREA Q 1i Eztarior Wall :mass COND. ZL OR ARr.+ 11. Heating System x = Zonal Control? ( Y / N) SE or ?-SPF Duct Etticienry (0.78) Effective SE or (0.72166] HSPF (0.5615.15] -12..Cooling System x Zonal Control? ( Y / N) SaER (9s1 Duct Efficiency (0.741 Effective SEER (7.03] 13. Water Heating- _ _ .-_ .. Type (SGl Crzd4 (none] S Fn int Total: - 'ertif cafe of Compliance: Residential:: = Climate Zone 11 •ojectTitle Building Ptrmit # -ojeet Addre= • (3erznd By/ Daic xumentation Author Telephone Erdoramtmt Agency Use Only HVAC SYSTEMS Minimum Duct Type (furnace, stir Efficiency Location Duct Output Manufacturer / Model # conditioner, hest oumv) (SE, SEER.HSPF) (attic etc.) R -Value (Bath) (Or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacrure /Ml odel # System Type (storage gas etc) Capacity (or aooroved equal) Soecial Fearlre(sl SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential <_. MF -1R NOTE Lo. -rise residential buildings stbj- o the Saadu& mus c8ntain these Me== regardless of the compliz= approach used Runs marked wren an axtensk (•) may be stpaAded by mote stnngcnt cnmpliuscc reQuuvnrsts listed on tree Certificate of Compliesn When neer chccltlis u incorporated into the permit documc nts, the features noted shall • be cenudered by all parucs as binding minimum cnrnponw t performance spcaftcations for {ho mandatory measures whetna they are shown rJsewhae in ate dcc=c u Or on this rlYetlis only. DFSc?j7n0N I Buildint Envelope Measures • 42.5352(:): Minimum ceiling insulation R-19 .righted avenge. 42.5352(br. Loose rill insutatia+ manufaaurer•s labeled R -value • §2.5352(cY Minimum will insulation in framed walls R -I l weighted avenge (docs not apply to caurior mass walls). 12.5352(kY Slab edge insulation - water absorption rue no grew= than 0.3%, water vapor transmission rate no arch than 2.0 p=Wuxb. 12.5311- Insulation Specified Of instilled meets California Energy Commission (CEC) quality standards Indicate type and form. §2.5352((): Vapor barrien mandatory in Climate Zona 14 and 16 only. 12.5317: Infdtraion/Fsfilndon Controls L Doors and windows buween conditioned and umonditioned spaces designed to Gmit air leakage b. Doors and windows cerificd. c. Doors and windows wcad%cr=ppcd: all joints and pusetruions caulked and staled §2.5352(c): Special infiltration barrier installed to comply with 12-5351 moci. CEC quality stadad>. 12-5352(d): InstalUtion of Futplaccs 1. Masonry and factory -built fireplaces have a. Tight fitting• closeable metal of glass door b. Outside air intake with damps erred coned e Flue danper and cantrd 2. No continuous burning gas pilots alkrw HVAC and Plumbing System Measures r 12-5352(8) and 2-5303: space conditioning cquipnnrnt sizing: amch ok:uladau. §2-5352(h) aril 2-5315: Setka , dsenros= on all applicable heatint systems. • 12.5316(a): Duca ccnanx-ted. installed and insutatd per Cluptct 10. 1976 UMC 12-5316(b): Exhaust syscros have damper controls. §2.5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipmcm. watt hearts, slnowerheads and fa.v-- tatirsed by the CC §2.53520: Water hea= insulation blanket (R-12 or greater) or combined imeriodeatuior insuuuon (R=16 or greater): fust 5 feu of pipes closes to Lank insulated (R-3 or grratu). §2.5312(Fscc;)don 11: Pipe insulation on steam and scam condcrtsauc rctum k recirculating pipinS- §2.531R(dY Swimming Pool Heating 1. System les: L On)off switch on heater. b. Weatherproof insuuction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efriciency. 3. Pool cover. 4. Timc clock. 5. Direetioral water inlet Lightint and Appliance !measures r 12.5352pi): Lighting - 25 lumcns/watt or greater for general lighting is kiwlrns and bathrooms. 12-5314(c): Gas Cued appliances equipped with intermittent ignition devices. 12.5314(a): Refrigentcrs, refrigerator-frex:ers, freezers and fluoresecrst lamp ballasts certified by the CEC. Indicate make and model number. . DESIGNER I ENMRCENENf COMPLIANCE STATEMENt This certificate of cotnpUu= lists tobc building fe:tmrecs �.d performance specifications needed to comply. with Title 24. aaptcr 2-53 and'nde, 20, U=pttr2. •pter4. Article 1 of the Ca forniaa Adminisuadve code- This certificate has b= signed by nix individual with ava-a.11 design respersibility end the building owner. who shall Main i copy of it and transmit the cxrtifica to to :Lay sabsegtle= paid ser of the building. Designer Building Owne�r/ Name: Name tl` 1 l l V�OL�\ C3���_� -Y 7ASCJl"arri r • AA&=: cam: Teke plsorse L;c. f: (signature) (date) Documentation Author : J Name Enforcement Agency Nuns A:—r. Glass Area % Glass LiLDIhiG DATA North londitioned Floor Area Number of Stories Fast ;lab/Raised Floor Number of .Units South ] Single Family Detached (SFD) [ ] Addition -Alone West ] Single Family Attached (SFA) . [ ] Existing Building Skylight ] Muld-Family (MF) [ ] Existing -Plus -Addition Total 3 LZL,DU G SHELL �i rtSULATION lomponent Insolation LocafiorVCpmments I. v^e R -Value (attic, to g sge, rvppi_-?. etc.) Nall .............. .. Nall .............. hoof ............. Roof ............. :oo r ............. moor ............. Slab Edge..... . GLAZING Shading Deyices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (St) (single, double) (Tolley blind, etc.) (s'n.+descrem etc.) (ymno) (metal/wood) Nor`, ( ) East ( ) East ) SOU:_h ( ) West ( ) West ( ) Skylight....... . THERMAL MASS Type/ Cove:-irg Area Thickness (slab/exrosed, tile. etc.) (sf) (inches) Location/Deseriotion (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, stir Efficiency Location Duct Output Manufacturer / Model # conditioner, hest oumv) (SE, SEER.HSPF) (attic etc.) R -Value (Bath) (Or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacrure /Ml odel # System Type (storage gas etc) Capacity (or aooroved equal) Soecial Fearlre(sl SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential <_. MF -1R NOTE Lo. -rise residential buildings stbj- o the Saadu& mus c8ntain these Me== regardless of the compliz= approach used Runs marked wren an axtensk (•) may be stpaAded by mote stnngcnt cnmpliuscc reQuuvnrsts listed on tree Certificate of Compliesn When neer chccltlis u incorporated into the permit documc nts, the features noted shall • be cenudered by all parucs as binding minimum cnrnponw t performance spcaftcations for {ho mandatory measures whetna they are shown rJsewhae in ate dcc=c u Or on this rlYetlis only. DFSc?j7n0N I Buildint Envelope Measures • 42.5352(:): Minimum ceiling insulation R-19 .righted avenge. 42.5352(br. Loose rill insutatia+ manufaaurer•s labeled R -value • §2.5352(cY Minimum will insulation in framed walls R -I l weighted avenge (docs not apply to caurior mass walls). 12.5352(kY Slab edge insulation - water absorption rue no grew= than 0.3%, water vapor transmission rate no arch than 2.0 p=Wuxb. 12.5311- Insulation Specified Of instilled meets California Energy Commission (CEC) quality standards Indicate type and form. §2.5352((): Vapor barrien mandatory in Climate Zona 14 and 16 only. 12.5317: Infdtraion/Fsfilndon Controls L Doors and windows buween conditioned and umonditioned spaces designed to Gmit air leakage b. Doors and windows cerificd. c. Doors and windows wcad%cr=ppcd: all joints and pusetruions caulked and staled §2.5352(c): Special infiltration barrier installed to comply with 12-5351 moci. CEC quality stadad>. 12-5352(d): InstalUtion of Futplaccs 1. Masonry and factory -built fireplaces have a. Tight fitting• closeable metal of glass door b. Outside air intake with damps erred coned e Flue danper and cantrd 2. No continuous burning gas pilots alkrw HVAC and Plumbing System Measures r 12-5352(8) and 2-5303: space conditioning cquipnnrnt sizing: amch ok:uladau. §2-5352(h) aril 2-5315: Setka , dsenros= on all applicable heatint systems. • 12.5316(a): Duca ccnanx-ted. installed and insutatd per Cluptct 10. 1976 UMC 12-5316(b): Exhaust syscros have damper controls. §2.5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipmcm. watt hearts, slnowerheads and fa.v-- tatirsed by the CC §2.53520: Water hea= insulation blanket (R-12 or greater) or combined imeriodeatuior insuuuon (R=16 or greater): fust 5 feu of pipes closes to Lank insulated (R-3 or grratu). §2.5312(Fscc;)don 11: Pipe insulation on steam and scam condcrtsauc rctum k recirculating pipinS- §2.531R(dY Swimming Pool Heating 1. System les: L On)off switch on heater. b. Weatherproof insuuction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efriciency. 3. Pool cover. 4. Timc clock. 5. Direetioral water inlet Lightint and Appliance !measures r 12.5352pi): Lighting - 25 lumcns/watt or greater for general lighting is kiwlrns and bathrooms. 12-5314(c): Gas Cued appliances equipped with intermittent ignition devices. 12.5314(a): Refrigentcrs, refrigerator-frex:ers, freezers and fluoresecrst lamp ballasts certified by the CEC. Indicate make and model number. . DESIGNER I ENMRCENENf COMPLIANCE STATEMENt This certificate of cotnpUu= lists tobc building fe:tmrecs �.d performance specifications needed to comply. with Title 24. aaptcr 2-53 and'nde, 20, U=pttr2. •pter4. Article 1 of the Ca forniaa Adminisuadve code- This certificate has b= signed by nix individual with ava-a.11 design respersibility end the building owner. who shall Main i copy of it and transmit the cxrtifica to to :Lay sabsegtle= paid ser of the building. Designer Building Owne�r/ Name: Name tl` 1 l l V�OL�\ C3���_� -Y 7ASCJl"arri r • AA&=: cam: Teke plsorse L;c. f: (signature) (date) Documentation Author : J Name Enforcement Agency Nuns A:—r.