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3028 WETMORE AVE MUNICIPAL COURT 2018-01-02 MF Import
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3028 WETMORE AVE MUNICIPAL COURT 2018-01-02 MF Import
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Last modified
3/24/2022 8:30:05 AM
Creation date
12/2/2019 11:55:26 AM
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Address Document
Street Name
WETMORE AVE
Street Number
3028
Tenant Name
MUNICIPAL COURT
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2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily <br />•I Forms for Nonresidential and Muhaamily Residential r:I, W lit,. ") r <br />2009 Washington State Energy Code Comp lance <br />Date 07/06/2011 <br />Protect Address 3029 Wan re Av.nuw <br />O Clear <br />For Building Department Use <br />Occupancy Group Nonresidential Multifamily residential <br />Climate Zone 0• zone O Zone <br />Fenestration Area as % gross exienor wall area 18. 6% Max Target 40. 0% <br />Notes: 1: It fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area <br />Adjustment sheet on the backside of the ENV-SHGC form. <br />2'. U.factors shall come from chapter 10 or calculated per 1332. <br />See the ENV-CHK worksheet for example of how to complete the rows on this forth. <br />Proposed UA <br />Target UA <br />Building Component <br />Provide assembly ID 8 pa el Ian p for each bid element <br />U-factor x Area 1A = UA (U x A <br />U-laclor x Area A = UA U x AI <br />R=37 ID'. MAIN ROOF (PHASE I)-A4.18 <br />0.027 12315 332.5 <br />0.034 '.6492 560.7 <br />Above Deck Insulation U-0.034 <br />gR= 44 ID: LOBBY ROOF (PHASE 1) - A4.1A <br />0.023 3107 71.5 <br />R=37 ID: PROBATION ROOF (PHASE 2)-A4.10 <br />0.027 1070 28.9 <br />R= ID: <br />0.031 <br />Metal Budding U-0.031 <br />m <br />c <br />m <br />R= ID: <br />R= ID: <br />R= ID: <br />0.027 <br />Single raft. attic, other U-0.027 <br />c <br />R= ID: <br />O <br />R= ID: <br />R=32.3 ID: E1AlA0.01, EIBIAO.01; E3/A0.01; E51AO.1 <br />0.034 3434 116.8 <br />0.064 9347 598.2 <br />Steel frame/metal Bldg U-0064 <br />€ <br />LL <br />R=20.9 ID: E6AIA0.01; E6BIA0o1 <br />0.075 3620 271.5 <br />m <br />R=20.8 ID: El0AIA001; E1OBIA.0.01 <br />0.076 2293 174,3 <br />R= ID: <br />0 <br />L <br />R= ID: <br />0.057 <br />Wood Frame, other U-0.0 <br />< <br />O <br />R= ID: <br />3 <br />B <br />R= ID: <br />3 <br />R= ID: <br />w <br />ii <br />R=16.5 ID: E21A0.01 <br />0.061 1015 61.9 <br />0.150 2142 321.2 <br />Mass Wall U-0.150 <br />a <br />R=14 ID: E41A0.01 <br />0.072 671 40.3 <br />O <br />vi <br />m <br />R=12.5 ID: E7/A0.01 <br />0.060 456 36.5 <br />z <br />R= ID: <br />Proposed assembly U-factor from Tables 10.51hm 10-5B <br />2 <br />0.150 <br />Assumed to be Mass Wall U-0.150 <br />0 3 <br />R= ID: <br />m m <br />R= to <br />- <br />Proposed assembly U-farlor from Tables 10.5 thin 10-5B. Do NOT use Table 10.1. <br />U= ID: <br />a.6o <br />All Doors U-0.60 <br />C <br />12 <br />U= ID: <br />a <br />O <br />U= ID: <br />R=35 ID: A3.0; SPECIFICATION <br />0.029 <br />5057 146.7 <br />0.029 7368 213.7 <br />Floors U-0.029 <br />m <br />o <br />R= 59 ID: 531A2.02, A7.D0; At 1.05; S2.OA <br />0.017 <br />2311 39. 3 <br />R= ID: <br />F-factor <br />I X Perimeter = UAIU x A <br />F-factor x Permeter = UA IU x AI <br />„ <br />R=10 ID: A7.1-A7.10 GENERAL NOTE #5 <br />0.700 <br />371 259.4 <br />0.540 371 200.1 <br />Slab -On -Grade U-0.540 <br />W <br />R= ID: <br />7 <br />9 <br />L <br />j <br />R= to: <br />0 <br />y <br />R= ID: <br />0.36J <br />Heated Slab -On -Grade U-0 360 <br />I I <br />1O <br />w <br />R= ID: <br />N <br />= <br />Proposed assembly F-factors can use the unheated values in Table 10-2 <br />UA <br />QQ 1 U WaII. meeting ap�� 1' -t in no e t Lan be entered Area UA Area <br />WII U-va Vo AI 4 1,, Mtmer Man Tab�e 1 -Sb values. Flans mull Page 1 <br />clearlystale oono a requirements. 9 35'1, 159'J 3571 [. 189d <br />Subtotal <br />
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