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1415 MADRONA AVE 2016-01-01 MF Import
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1415 MADRONA AVE 2016-01-01 MF Import
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Last modified
4/11/2017 7:25:47 PM
Creation date
2/17/2017 10:56:46 PM
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Address Document
Street Name
MADRONA AVE
Street Number
1415
Imported From Microfiche
Yes
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Instructions <br />Permit h'o. <br />..:.....:.:.::::..... .. � ... _.... _ <br />Heat source: OTHER (gas, oil, propane, heat pumps}, Lone i <br />EKeciive Ju(y 1, 1591 <br />OvervleK� The Chapter 5 Approach allows any combination of building envelope wmponents as Iong as the <br />collective heat loss doesn't exceed a maximum limit established by code. The calculatfons on tha lower part of this <br />page may be ignored 'rf below grade wall insulation will efther be R19 on the interior or R10 exterior, or'rf the <br />basement will not be a habftable space and unheated, and the iloor above is insulated. <br />Page 2, Base Casa Dwefling Calculetlon Compute areas using outer surfaces forwalls, ceilings (less skylights), <br />and floors. Use the rough framed opening areas for doors. The glazing area is derived by multiplying a constant <br />value (.15) by the sum of the conditioned floor areas(Don't include unheated attached garages, etc). <br />Page 2, Proposedl Dwelling Caiculatlon Compute areas usfng auter surtaces forwalls, ceflfnns, _md floors. Use the <br />rough framed opening areas for doors and glazing. Since there are only tour boxes on the torrn ior glazing, combine <br />the areas oi units with the same Uo value into a single entry. WSEC, Chapter 10, default values must be used for ail <br />walls, ceilings, floors, untested doors/glazing, and to determine below-grade walUslab UA. . <br />BASE CASE HEATLOSS <br />B.G. wall #1 <br />B.G. slab #1 <br />B.G. wall 7i2 <br />B.G. slab #2 <br />(Ft2) <br />(L. Ft) <br />(Ft2) <br />(L. Ft) <br />_. . . �- <br />„I Table 1 (Below grade wall/slabs) <br />xU_ _ <br />x F_ _ •• In ��lated Intallor wall Values <br />xU_. _ <br />x F_ <br />TOTAI_ COLUMN --► <br />PROP05ED HEATLOSS � <br />Use Chapter 10, page 81, U& F-values tor this caiculation <br />and the same BASE CASE �;rea/L. ft. measuremenis. <br />B.G. wall #1 <br />B.G. slab #1 <br />B.G. wall #2 <br />B.G. siab #2 <br />(Ft2) x U_ _ <br />(L. Ft) x F_ _ <br />(Fl2) x U_ _ <br />(L. Ft) x F_ _ <br />TOTAL COLUt�1N <br />2' depth: wails <br />slab <br />3.5' depth: walls <br />slab <br />7' depth: walls <br />slab <br />2' depth: walls <br />slab <br />3.5' depth: walls <br />slab <br />7' deplh: walls <br />slab <br />U.043 <br />F.69 <br />U.041 <br />F.64 <br />U.037 <br />F.57 <br />U.070 <br />F.60 <br />U.064 <br />F.57 <br />U.056 <br />F.42 <br />('Daplh' indicatas the tolal concroto wal� dep�h <br />includinp not morc than 6' ot abovo 4rade <br />. -. <br />
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