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Project Summary
Entire House
QUICK CALLS, INC.
Job:
Date:
By:
I�IG-v253
izcud 12 /1711 �(
,..: "' ,.•••".,..raszar�ssei::�saas,Sr..�£3+s�3fa ex`A. �4 r�,v.Se?:a'o3`.':�'.°a..�
For: SUZANNE RASNAKE
6301 LILYAN PARKWAY, FT. PIERCE, FL34951
Notes:
Weather: Fort Pierce, FL, US
Winter Design Conditions
Outside db 42 ,F
Inside db 28 °F
Design TD
Heating Summary
Structure
21823
5114
BWh
StubCenntralvent(Ocfm)
0
BWh
(none)
0
Stull
Equipmentload26938
0
Stub
Stubqulp
infiltration
Method
Simplified
Construction quality
Average
Fireplaces
Heatin COOT
o T"
Area
Volume(fv)
J2928
12928
Air
E9(fm)
082
0.20
43
Heating Equipment Summary
Make
Trade
Model
AHRI ref
Efficiency
100 EFF
6.8 kW
Heating input
Heating output
t b
23263 Stub
OF
Temperature rise
Actual air flow
450
23 cfm
AIr flDW fed
04Or ,016 ofmBWh In H2O
Statiopressure
Space thermostat
Summer Design Conditions
Outside db
90 9b ,F
Inside db
OF
DesignTgD6
Relative humidity
50 %
Moisture difference
61 grub
Sensible Cooling Equipment Load Sizing
Structure
20194 BWh
6011
Ducts
Central vent (0 c(m)
BWh
(none)
Blower
0 BWh
Use manufacturer's data
Own
Rate/swing multiplier
Equipmentsensibieload
24895 BWh
Latent Cooling Equipment
Load Sizing
Structure
3000 BWh
2075 BWh
Duds
Central vent (0 cfm)
0 Stub
(none)
5075 Stub
EqulpmentTotalLoad San+Lat)
29970 BWh
3.0 ton
Req.totalcepadtyat0.76SHR
Cooling Equipment Summary
Make Lennox
Trade LENNOX
Copd XC25-036-230-"
Cod CBX40UHV-036'++TDR
AHRI ref 5947286 14.0 EER, 23 SEER
Efficiency SEER
Sensible cooling
Stub5
24500
1000 Stub
500
Latent cooling
Stub
Actual air flow
1000 cfm
167 cfmBWh
Air flow factor0.50
Stalroprnuee
In H2O
QA« nfi�
0.84
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
2018,DW70525M
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FILECu-mST. LUCIE COUNTY
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Job:
-If wsrighteoft° Duct System Summery Date:
Entire House By:
QUICK CALCS, INC.
For: SUZANNE RASNAKE
6301 LILYAN PARKWAY, FT. PIERCE, FL34951
Heating
Cooling
0.50
in H2O
0.50 In H2O
External static pressure
028
in H2O
0.28 In H2O
Pressure losses
0.22
in H2O
0.22 In H2O
Available static pressure
0,11010.110
01 H2O
0.110! 0.110 In H2O
Supply lrelumavaleblepressure
0,080
[n1100ft
0.080 Intl00ft
Lowest friction rate
423
elm
1167 cfm
Actual air flow
164 it
Total effective Ienglh (TEL)
Name
c
Design
(BWh)
156
HI9
(cfm)
7
Cig
(cfm)
7
69
Design
FR
0.080
0.080
Diam
(In)
4.0
5.0
HxW
Cn)
Ox 0
Ox 0
Mi
VIFx
VIFx
Ln(ftI
29.9
41.9
FLI
1
1
n
BATH
BEDOOM3
c
1554
3554
31
51
158
0.080
7.0
Ox 0
VIFx
44.3
1
BEDFi0DM2
c
3439
65
153
0.080
9.0
Ox 0
VIFx
30.0
ENTRY
KBHCENONNGA
c
c
4434
86
197
0.080
8.0
8.0
Oxii
Ox 0
VIFx
VIFx
22.1
21.7
70
tLMNGA
cMNc
c
3624
48
161
161
0080
0.680
9.0
Ox 0
VIFx
27.0
1M801MM
c
3624
48
88
259
0.080
9.0
Ox 0
VIFx
32.0
12
c
5820
Trunk
Htg
Duct
Material Trunk
Name
Type
(cfm)
yclgDeslgn
n Fbr
st1
PeakAVF
337V
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0x0
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X.AIA
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0
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0x0
9qr
XJA
0 XO
0
0
0
0
69£
4£L
0XO
Zqr
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0 XO
0
0
0
0
99Z
96
0 XO
4qr
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(ul) 6wuad0
(w)
(u)
(wdl)
a=l
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(wis)
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Job #:
Performed for:
SUZANNERASNAITz
6301 MAN PARKWAY
FT. PIERCE, FL34951
sheets
QUICK CALCS, INC.
317ST.LUCIELANE
FORTPIERCE, FL34946
Phore.772-46'&M
QUICKCALC3®AOLCOM
scale: I : 90
Page 1
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