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<br /> FANTECH HP190SL SPECIFICATIONS A m0)Ln
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<br /> DISCHARGE BLOWER CALCULATIONS O C N
<br /> STEP 1-DESIGN CONSIDERATION LL LL 0_0
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<br /> 1A DESIGN FACTORS W Lo a O x
<br /> 6AG MIN 800=A- SQ FOOTAGE OF AREA UNDER SLAB FOR BLOWER EXTRACTION U a
<br /> 3=E- REQUIRED NUMBER OF AIR EXCHANGES REQUIRED PER HOUR
<br /> LL
<br /> 20=GT- VENTING GRAVEL THICKNESS
<br /> 1=AV- %OF AIR VOIDS IN GRAVEL LAYER
<br /> 1B DESIGN FACTORS FOR COLLECTION SYSTEM(UNDER SLAB)
<br /> LENGTH OF COLLECTION PIPE
<br /> ROOF 1=55=L- 90-C NUMBER OF 90 DEGREE BENDS IN LONGEST SINGLE PIPE RUN
<br /> 0=45-C NUMBER OF 45 DEGREE BENDS IN LONGEST SINGLE PIPE RUN
<br /> 2=Y-C NUMBER OF 180*JUNCTIONS IN LONGEST SINGLE PIPE RUN
<br /> 1200 4=D-C DIAMETER OF COLLECTION PIPE IN INCHES
<br /> L 1C DESIGN FACTORS FOR DISCHARGE SYSTEM(ABOVE SLAB)
<br /> NO HUB COUPLING,TYP. 1O=LD- LENGTH OF DISCHARGE PIPE SYSTEM
<br /> 1=90D- NUMBER OF 90 DEGREE BENDS IN DISCHARGE PIPE SYSTEM
<br /> 0=4513- NUMBER OF 45 DEGREE BENDS IN DISCHARGE PIPE SYSTEM
<br /> 0=YD- NUMBER OF 180*JUNCTIONS IN DISCHARGE PIPE SYSTEM
<br /> 2"0 SOLID PVC PIPE 4=DD- DIAMETER OF DISCHARGE PIPE IN INCHES Q QaoF FES YO
<br /> 1D DESIGN FACTORS FOR BLOWER SYSTEM �� y RAY
<br /> 1=BZNUMBER OF BLOWER ZONES DESIGNED FOR THIS PROJECT A,
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<br /> STEP 2-SYSTEM CURVE HEAD LOSS CALCULATIONS 0 68 j A
<br /> 4"0 PERFORATED 2A CALCULATE AIR FLOW DISCHARGE,PER ZONE P 09
<br /> SCHEDULE 40 PVC PIPE AIR FLOW PER ZONE= AFz= (A*E/60*(GT/12)*AV)/BZ 7gT�C I V I
<br /> CF CALIF
<br /> VENT RISER CLAMP AFz= 66.7CF/M
<br /> OR STRAP,TYPICAL 2B CALCULATE AIR FLOW PER ZONE IN COLLECTION PIPE SYSTEM=CaF
<br /> 1/8"0 DRILLLED HOLE, CaF=26.7CF/M
<br /> 6"ON CENTER 2C CALCULATE FRICTION LOSSES,
<br /> PER ZONE,FOR COLLECTION SYSTEM(SUB SLAB) System Curve Friction Losses for collection(under slab)system
<br /> *USE HART&COOLEY FLEXIBLE DUCT FRICTION Low flow Design Flow High Flow
<br /> LOSS AIR DUCT CALCULATOR 20 26.7 33
<br /> 2D CALCULATE FRICTION LOSSES System Curve Friction Losses for Discharge(above slab)system
<br /> PER ZONE IN DISCHARGE SYSTEM(ABOVE SLAB) Low flow Design Flow High Flow
<br /> PERFORATED PVC PIPE C *USE HART& DUCT FRICTION LOSS 50 66.7 83
<br /> AIR DUCT CALCULATOR
<br /> TOTAL SYSTEM CURVE FRICTION LOSS*
<br /> SYSTEM CURVE FLOW CALCULATIONS FOR CFM OF LOW FLOW DESIGN FLOW HIGH FLOW
<br /> BELOW SLAB 20 26.7 33
<br /> ABOVE SLAB(TOTAL FLOW) 50 66.7 83
<br /> SUB SLAB COLLECTION SYSTEM LOSS 0.05 0.089 0.139
<br /> ABOVE SLAB DISCHARGE SYSTEM LOSS 0.035 0.062 0.097
<br /> TOTAL SYSTEM LOSS IN INCHES OF WATER= 0.085 0.157 0.236
<br /> 4"0 PERFORATED
<br /> SCHEDULE 40 *FRICTION LOSS VALUES OBTAINED FROM"HART&COOLEY-AIR DUCT CALCULATOR
<br /> PVC PIPE,ATTACH - STEP 3-BLOWER SELECTION
<br /> TO UNDERSIDE OF FAN BLOWER SELECTION
<br /> SLAB/FLOOR JOIST FANTECH HP190SL A DESIGN FACTORS
<br /> VENT FAN - 66.67=BLOWER CAPACITY IN CFM
<br /> 0.15=SYSTEM STATIC PRESSURE IN INCHES OF WATER U)
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<br /> a* SLOPE 1%MINIMUM SHEET TITLE
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<br /> (E)CRAWL SPACE � J�0 VAPOR INTRUSION
<br /> BORE A 4"HOLE THROUGH VENTING DETAILS
<br /> WALL TO ACCOMMODATEOINT AND SPECIFICATIONS
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<br /> 0 26 50 7 104 126 150 175` January 30, 2012
<br /> Alrffa►w (CFM)
<br /> SHEET NUMBER
<br /> VENT RISER E D DISCHARGE BLOWER CALCULATIONS B VI-03
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