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2009 Washington -..ee Energy Code Compliance Fonns for Nonresioo..nal and <br />2009Washington state tnergy uoue Wmpwn-�c„��=,�,,.��...:.............. _.._.._...._.. _., __._- <br />Dale 04/13/2012 <br />Project Address T"t A.m.pac. - mcbrne am <br />Occupancy Group OO Nonresidential O Muttilemityresldenlial Clear <br />For Building Department Use <br />Climate Zone O zone 1 O zone 2 <br />Fenestration Area as %gross exterior wall area 1 .6% Max. Target: 40.0s <br />Notes: 1: It fenestration area exceeds maximum allolsed, then calculate adjusted areas on Target Area <br />Adjustment sheet on the backside of the ENV-SHGC form. <br />is chapter 10 or calculated per 1332. <br />2: U.factors shall come 7m <br />Building Component <br />Proposed UA <br />Target UA <br />Provide assembly ID 8 pagelplan a for each bldg. element <br />U-factor x Area(A) - UA U x A <br />U-factor x Area (A) = UA (U x A <br />R= ID: <br />0.034 <br />Above Deck Insulation U-0,034 <br />x <br />R= ID: <br />R= ID: <br />R- ID: <br />0.0311 <br />Metal Building U-0.031 <br />N <br />o <br />32 <br />so <br />R= ID: <br />¢ <br />M <br />R- ID: <br />R=42.0 ID:Wd frame, GWO <br />0.021 <br />I81 1..6 <br />0.027 181 13.1 <br />Single raft, attic, other U.0o27 <br />0 <br />R= ID: <br />SIR- <br />ID: <br />R• 19.0 ID: Existing r metal, 16'oc. R19 ball. R8.3 U <br />0.057 <br />309 17.6 <br />0.064 308 19.7 <br />Steel frametmetal bldg U-0.(164 <br />€ <br />U. <br />R• ID: <br />v <br />R- ID: <br />o <br />G <br />c <br />R= ID: <br />R- 21.0 ID: 24 16-oc, R21 ball. R8.3 ci <br />0.037 <br />7B3 29.0 <br />0.057, 703 44.6 <br />Wood Frame, other U-0.057 <br />' <br />S <br />R- ID: <br />N <br />3 <br />T <br />(jSj <br />R= ID: <br />3 <br />R• ID: <br />R• 10: <br />0.150 <br />Wass -War, U-0.15 <br />H <br />R= ID: <br />m <br />R= ID: <br />R- ID. <br />Proposed assembly U.factor from Tables 10.5low 10-59 <br />m <br />R= ID <br />0.150 <br />Assumed to be Mass Well U-0.15 <br />3 3 <br />0 <br />R= ID <br />w v <br />m� <br />R= ID <br />` <br />I proposed assembly U-factor from Tables 10.5 thru 10-50 Do NOT use Table 10-1 <br />U=0.600 ID. Insulated mC101 0.600 121 12.6 <br />. <br />0.600221 72.6 <br />All Doors U-0.60 <br />A $ <br />U. ID: <br />00 <br />U= ID: <br />ID: <br />0.029 <br />Floors U-0.029 <br />r JR- <br />R= ID: <br />R= ID: <br />F-factor I x Pertmeter - UA(U x A) <br />F-factor x Perimeter = UA (U x A) <br />R= ID. No insulation <br />0.130 ae <br />61.2 <br />0.510, a8 1 17.5 <br />Slab -On -Grade F-0.54 <br />a <br />A <br />1p <br />R= ID <br />R= ID <br />a <br />E <br />R- ID: <br />0.360. <br />ated Slab -On -Grade F-0.36 <br />F <br />16 <br />v <br />R= ID <br />u <br />= <br />Proposed assembly F-factors can use the unheated values in Table 10.2 <br />A a UA <br />�,t11"�v�lre� met e(111ano ebe1 -5biva�ues. YIa smuast Araa UA ro <br /><. earysae oono a requirements. 17B1 195 1781 198 <br />Page 1 <br />Franklin Engineering 1 625 4th Ave Ste 202 1 Kirkland, WA 98033 <br />