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PLYMOUTH PLUMBING & HEATING PROJgCT: FALL MODEL <br /> 6909 WINNETKA AVENUE NORTH CLIENT: AR.CHETYPE BUILDERS <br /> MINNFAPOLIS, NIN 55428 DATE: X6/02/00 <br /> RFSTDFNTIAL/LIGHT CONQRERCIAL HVAC LOADS DESIGNER: TERRY VER$ID8 <br /> CLIBNT INFORMATION: <br /> NAME: ARCH}s'TYPE BUILDERS <br /> ADDRFSS: 1280 LYMAN AVENUE <br /> CITY, STATE: ORONO, NIl�T <br /> TOTAL BUILDING LOADS: <br /> BLDG. LOAD AR.EA SEN. LAT. + SEN, = TOTAL <br /> DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN <br /> ------------------------------------------------------------------------------ <br /> 4-C WIND. DBL PN&STM CLR GLS METL F 1, 007 45, 396 0 66, 280 66, 280 <br /> 9-G FRENCH DOOR DBL CLR GLS WOOD FR 100 4, 802 0 7, 080 7,080 <br /> 12-I WALL R-19 +1/2"ASPHLT BRD(R-1.3) 2,417 12,230 p 2, 738 2, 738 <br /> 15-G WALL >5 'BELOW GRD 8" BLK+R-11 1, 314 5, 198 Q 0 0 <br /> 11-C DOOR METAL POLYSTYRPNE CORF 40 1, 730 0 388 388 <br /> 16-I CBILING R-44 INSULATION 3, 038 &,428 0 2, 865 2, 865 <br /> 20-J FLOOR/OPSN CRAWL CARP£T + R-30 260 837 0 109 109 <br /> 21-A BASSMT FLOOR 2 'OR> BELOW GR.ADE 2, 778 6, 134 0 0 0 <br /> ------------------------------------------------------------------------------ <br /> Si�BTOTALS FOR STRUCTURE: 10, 954 82, 755 0 79,460 79,460 <br /> P80PLE 6 0 1, 380 1, 800 3, 180 <br /> APPLIANCFS 0 0 0 1, 200 1, 200 <br /> DUCTWORK 0 0 0 0 0 <br /> INFILTRATION W.CFM: 261.7 S.CFM: 174 .5 0 26,4$6 3, 915 3, 263 7, 17$ <br /> VFNTILATION W.CFM: 90.0 S.CFM: 90.0 0 9, 108 2, 020 1, 683 3, 703 <br /> ------------------------------------------------------------------------------ <br /> SFsNSIBL$ GAIAi TOTAL 87,406 <br /> TEMP. SWING NNLTIPLIFR X 1.00 <br /> BUILDING LOAD TOTALS 118, 349 7, 315 87,406 94, 721 <br /> ------------------------------------------------------------------------------ <br /> SUPPLY CFM AT 20 DEG DT: 3, 896 CFM PER SQUARB FOOT: 0.670 <br /> SQUARE FT. OF ROOM AR,EA: 5, 816 SQUARFs FQOT PER TON: 736.817 <br /> TOTAL FiEATING RFQUIRED WITH OUTSIDS AIR: 118.349 MBH <br /> TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 7 .893 TONS <br /> CALCULATIONS ARE BASED ON 7TFi $DITTON OF ACCA MANUAL J. <br /> ALL COMPUTED RESULTS ARF ESTIMATES AS BUILDING US8 AND WEATHBR MAY VARY. <br /> BE SURE TO SELECT A UNIT THAT MEFsTS BOTH SENSIBLB AND LAT£NT LOADS. <br />