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97-7331
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1997
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97-7331
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Last modified
3/4/2009 3:04:21 PM
Creation date
8/15/2006 8:35:09 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
97-7331
Building Department - Name
RYMAN CONST
Address
38643 EVELYN LN
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<br />******************************************************************************* <br />WINTER CALCULATIONS <br />******************************************************************************* <br /> <br /> <br />r- <br />L <br /> <br /> <br />~r::;~,"~~"~ <br /> <br />=== BASE === <br /> <br />,:01".<-" <br />, . <br /> <br />I <br />'"-,, <br /> <br />=============================================================================== <br /> <br />TYPE <br /> <br />=== AS-BUILT === <br /> <br />-44.2 <br />-280.6 <br /> <br />---~--------------------------------------------------------------------------- <br /> <br />13.01 <br />82.53 <br /> <br />-3.4 <br />-3.4 <br /> <br />~". <br /> <br />;';; <br />~, 'SE <br />'i" <br />{. SW <br />W <br /> <br />11. 59 <br />11.59 <br />42.96 <br /> <br />-3.4 <br />-3.4 <br />-3.4 <br /> <br />-39.4 <br />-39.4 <br />-146.1 <br /> <br />.~~: <br /> <br />SC ORIEN AREA X WPM X WaF = POINTS <br /> <br />SGL <br />SGL <br />SGL <br />SGL <br />SGL <br />SGL <br />SGL <br />SGL <br />SGL <br /> <br />TINT <br />TINT <br />TINT <br />TINT <br />TINT <br />TINT <br />TINT <br />TINT <br />TINT <br /> <br />N <br />E <br />E <br />E <br />E <br />SE <br />SW <br />W <br />W <br /> <br />13.0 <br />18.9 <br />40.8 <br />9.9 <br />13.0 <br />11. 6 <br />11. 6 <br />21.5 <br />21. 5 <br /> <br />9.6 <br />-2.0 <br />-2.0 <br />-2.0 <br />-2.0 <br />-9.7 <br />-9.7 <br />-2.0 <br />-2.0 <br /> <br />1.05 <br />.55 <br />.70 <br />.37 <br />.55 <br />.91 <br />.91 <br />.55 <br />.55 <br /> <br />131. 4 <br />-20.7 <br />-57.0 <br />-7.3 <br />-14.3 <br />-102.6 <br />-102.6 <br />-23.5 <br />-23.5 <br /> <br />I ---____________________________________________________________________________ <br /> <br />I' .15 x CONDo FLOOR / TOTAL GLASS = ADJ~ x GLASs = ADJ GLASS I GLASS <br />S: AREA AREA FACTOR POINTS POINTS POINTS <br /> <br />. ------------------------------------------------------------------------------- <br /> <br />~".15?h 1,228.00 161. 68 1.139 -549.71 -626.28 I -220.06 <br /> <br />B'==;;;================================================================= <br /> <br /> <br />~NON'G~~~--;--;;;;_: POINTS I TYPE' R-VALUE AREA x WPM = POINTS <br /> <br />~------------------------------------------------------------------------------- <br /> <br />,:) WALLS-------_________ <br />*~xt 1071.7 1.1 <br />~." <br />\lAdj <br />:f; <br />ii" <br />Ir~~~RS--;~~~-----~~~-- 102 . 0 <br />~Adj 17.6 4.0 70.4 <br />Itf'. <br />':j: <br />!iCEILINGS------_~_____ <br />~', <br />lUA 1228.0 .6 <br />~~~, . <br />~FLOORS------_________ <br />~;.\: <br /> <br /> <br />i:~:ILT::;~:N---~~~:__ -348.5 <br /> <br />· ~ 1228.0 4.1 5034.8 Practice #2 1228.0 4.10 5034.8 <br /> <br />,:=========================================================================== <br /> <br />~TOTAL WINTER POINTS I ' <br /> <br />~=================:~:~:~~:===========================================:~:~:~:: <br />f.~OTAL x SYSTEM = HEATING I TOTAL X CAP x DUCT X SYSTEM x CREDIT = HEATING <br />~IN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS <br /> <br />~t~~~~~::~~~~~~:l::~~~~~~~~:~~~~:~~~~~::::~~~~::::~~~~~:::~~~i~~~~ <br />t" <br />if <br />~!.L... <br />~.?'~~ <br />'fJ'~T:j' <br />,,' <br />!~':. <br />fT.',': <br />~t:;;,:~ <br /> <br />1178.8 <br /> <br />196.4 <br /> <br />1.8 <br /> <br />353.5 <br /> <br />736.8 <br /> <br />Ext Wood Frame <br />Ext NormwtBlock In <br />Adj Wood Frame <br /> <br />Ext Insulated <br />Adj Wood <br /> <br />Under Attic <br /> <br />Slab-on-Grade <br /> <br />11. 0 <br />5.0 <br />11. 0 <br /> <br />22.0 <br /> <br />.0 <br /> <br />106.4 <br />965.3 <br />196.4 <br /> <br />20.0 <br />17.6 <br /> <br />1228.0 <br /> <br />183.4 <br /> <br />2.00 <br />2.90 <br />1. 80 <br /> <br />5.10 <br />5.90 <br /> <br />.90 <br /> <br />2.50 <br /> <br />212.8 <br />2799.3 <br />353.5 <br /> <br />102.0 <br />103.8 <br /> <br />1105.2 <br /> <br />458.5 <br />
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