HomeMy WebLinkAbout2690 Airport BlvdI
CITY OF SANFORD FIRE DEPARTMENT ,I
FEES FOR SERVICES �`�
PHONE # 407-302-1091 * FAX #: 407-330-5677 (,
DATE: I 0A O PERMIT #:
BUSINESS NAME /PROJECT: , i A t irn
ADDRESS:
PHONE N 4V&77 7?g FAX NO.:J�Q , '^`7 �`a►J
CONST. INSP. [) C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] F.S.rv,HOOD [ ] PAINT BOOTH BURN P R IT ]
TENT PERMIT f ] TANK PERMIT ] OTHER [,A --help—
TOTAL FEES: $ (PER UNIT SEE fELOW)
COMMENTS:
Address / Bldg. # / Unit #
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Footaize Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that 1
will comply with all applicable codes d ordinances
of the City of Sanford, Florida.
ford Pi're Prevention Division Apolicant's Signature
... Fire Protection by Computer Design
FREEDOM FIRE PROTECTION
OF CENTRAL FLORIDA INC.
130 BOMAR CT. SUITE 180
LONGWOOD FLORIDA 32750
407-328-1663
Job Name
COAST PUMP
Building
DESIGN AREA #1
Location
SANFORD FLORIDA
System
WET
Contract
COMM
Data File
CPUMP.WX1
ED
Ce lls NEVI
EW
Q\-, v
1\�
®EC 90on4
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FREEDOM FIRE PROTECTION
Page 1
COAST PUMP
Date
Hvdraulic Design Information Sheet
Name - COAST PUMP
Date - 11-3-04
Location - SANFORD FLORIDA
Building - DESIGN AREA #1
System No. - WET
Contractor - FREEDOM FIRE PROTECTION
Contract No. - COMM
Calculated By - B.A.J.
Drawing No. - FP-1
Construction: ( ) Combustible (X)
Non -Combustible Ceiling Height - NONE
Occupancy - MANUFACTURING
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp.
( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C (
) Figure
Curve
S Other
T Specific Ruling
Made
By Date
E
M Area of Sprinkler Operation -
1500
System Type Sprinkler/Nozzle
Density -
.20
(X) Wet Make RELIABLE
D Area Per Sprinkler -
126
( ) Dry Model G
E Elevation at Highest Outlet -
15
( ) Deluge Size 3/4"
S Hose Allowance - Inside -
0
( ) Preaction K-Factor 8.0
I Rack Sprinkler Allowance -
0
( ) Other Temp.Rat.286
G Hose Allowance - Outside -
100
N
Note
Calculation
Flow Required -
520.01
Press Required
- 40.265
At Test
Summary
C-Factor Used:
120
Overhead
150
Underground
W
A
T
E
R
S
U
P
P
L
Y
C
0
M
M
S R
T
0 C
R K
A
G
E
Water Flow Test:
Date of Test -
N/A
Time of Test -
N/A
Static Press -
65
Residual Press -
36.16
Flow -
666
Elevation -
0
Pump Data:
Rated Cap.-
@ Press -
Elev. -
Location - BASE OF RISER
Source of Information - F.F.P.
Commodity
Storage Ht.
Storage Method:
( ) Single Row
( ) Double Row
A ( ) Mult. Row
Flue Spacing
Longitudinal
Tank or Reservoir:
Cap. -
Elev.-
Class Location
Area Aisle W.
Solid Piled o Palletized o
( ) Conven. Pallet
( ) Slave Pallet
Horizontal Barriers Provided:
Well
Proof Flow
( ) Auto. Storage
( ) Solid Shelf
( ) Open Shelf
Rack
( ) Encap.
( ) Non
Clearance:Storage to Ceiling
Transverse
vvdtci ouNNiy t.ui vC <<.)
FREEDOM FIRE PROTECTION
COAST PUMP Page 2
Date
City Water Supply:
C1 - Static Pressure 65 PSI
C2 - Residual Pressure: 36.16 PSI
C2 - Residual Flow 666 GPM
150
140
130
P 120
R 110
90
S
80
S
70
U
60
R
50
E
40
30
20
10
}
D1 -Elevation 6.496 PSI
D2 -System Flow 420.01 GPM
D2 -System Pressure 40.265 PSI
Hose (Adj City) GPM
Hose (Demand) 100 GPM
03 -System Demand 520.01 GPM
Safety Margin 6.488 PSI
Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
FREEDOM FIRE PROTECTION
COAST PUMP
Fitting Legend
Abbrev. Name
A
Generic Alarm Va
B
Generic Butterfly Valve
C
Roll Groove Coupling
D
Dry Pipe Valve
E
90' Standard Elbow
F
45' Elbow
G
Gate Valve
H
45' Grvd-Vic Elbow
I
90' Grvd-Vic Elbow
J
90' Grvd-Vic Tee
K
Detector Check Valve
L
Long Turn Elbow
M
Medium Turn Elbow
N
PVC Standard Elbow
O
PVC Tee Branch
P
PVC 45' Elbow
Q
Flow Control Valve
R
PVC Coupling/Run Tee
S
Swing Check Valve
T
90' Flow thru Tee
U
45' Firelock Elbow
V
90' Firelock Elbow
W
Wafer Check Valve
X
90' Firelock Tee
Y
Mechanical Tee
Z
Flow Switch
Page 3
Date
r Fittings Summary
FREEDOM FIRE PROTECTION
COAST PUMP
Page 4
Date
Unadjusted Fittings Table
1/2 3/4
1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4
A
7.7
21.5
17.0
B
7.0
10.0
12.0
C 1.0 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
D
9.5
17.0
28.0
E 2.0 2.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
10.0
F 1.0 1.0
1.0
1.0
2.0
2.0
3.0
3.0
3.0
4.0
G
1.0
1.0
1.0
1.0
2.0
H
1.0
1.5
2.0
2.0
3.0
3.0
3.5
3.5
1
2.0
3.0
4.0
3.5
6.0
5.0
8.0
7.0
J
4.5
6.0
8.0
8.5
10.8
13.0
17.0
. 16.0
K
14.0
14.0
L 1.0 1.0
2.0
2.0
2.0
3.0
4.0
5.0
5.0
6,0
M 2.0
2.0
3.0
3.0
4.0
5.0
6.0
6.0
8.0
N 7.0 7.0
7.0
8.0
9.0
11.0
12.0
13.0
0 3.0 3.0
5.0
6.0
8.0
10.0
12.0
15.0
P 1.0 1.0
1.0
2.0
2.0
2.0
3.0
4.0
Q
18.0
29.0
35.0
R 1.0 1.0
1.0
1.0
1.0
1.0
2.0
2.0
S 4.0 5.0
5.0
7.0
9.0
11.0
14.0
16.0
19.0
22.0
T 3.0 4.0
5.0
6.0
8.0
10.0
12.0
15.0
17.0
20.0
U
1.8
2.2
2.6
3.4
V
3.5
4.3
5.0
6.8
W
10.3
X
8.5
10.8
13.0
16.0
Y 2.0 4.0
5.0
6.0
8.0
10.5
12.5
15.5
22.0
Z 2.0 2.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
10.0
5 6 8
10 12 14
A 17.0
27.0
29.0
B 9.0
10.0
12.0
19.0
21.0
C 1.0
1.0
1.0
1.0
1.0
1.0
D
47.0
E 12.0
14.0
18.0
22.0
27.0
35.0
F 5.0
7.0
9.0
11.0
13.0
17.0
G 2.0
3.0
4.0
5.0
6.0
7.0
H 4.5
5.0
6.5
8.5
10.0
18.0
1 8.5
10.0
13.0
17.0
20.0
23.0
J 21.0
25.0
33.0
41.0
50.0
65.0
K
36.0
55.0
45.0
L 8.0
9.0
13.0
16.0
18.0
24.0
M 10.0
12.0
16.0
19.0
22.0
N
0
P
Q
33.0
R
S 27.0
32.0
45.0
55.0
65.0
76.0
T 25.0
30.0
35.0
50.0
60.0
71.0
U 4.2
5.0
5.0
V 8.5
10.0
13.0
W
13.1
31.8
35.8
27.4
X 21.0
25.0
33.0
Y
Z 12.0
14.0
18.0
22.0
27.0
35.0
16 18 20 24
1.0
1.0
1.0
1.0
40.0
45.0
50.0
61.0
19.0
21.0
24.0
28.0
8.0
10.0
11.0
13.0
20.0
23.0
25.0
30.0
25.0
33.0
36.0
40.0
78.0
88.0
98.0
120.0
27.0
30.0
34.0
40.0
87.0 98.0 109.0 130.0
81.0 91.0 101.0 121.0
40.0 45.0 50.0 61.0
r Pressure / Flow Summary - STANDARD
FREEDOM FIRE PROTECTION Page 5
COAST PUMP Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rory
RC
17.0
8
9.0
na
24.0
1
15.0
K=K@TEE
11.14
na
24.0
2
15.0
K = K @ TEE
12.97
na
25.89
3
15.0
K = K @ TEE
14.82
na
27.68
4
15.0
K = K @ TEE
19.02
na
31.36
5
15.0
K = K @ TEE
22.74
na
34.29
B 1
15.0
28.91
na
6
15.0
K = K @ TEE
11.15
na
24.0
7
15.0
K = K @ TEE
12.97
na
25.89
8
15.0
K = K @ TEE
14.83
na
27.69
9
15.0
K = K @ TEE
19.03
na
31.37
10
15.0
K = K @ TEE
22.75
na
34.29
B2
15.0
28.92
na
11
15.0
K = K @ TEE
18.87
na
31.23
12
15.0
K = K @ TEE
19.65
na
31.87
13
15.0
K = K @ TEE
22.52
na
34.12
14
15.0
K = K @ TEE
25.53
na
36.33
B3
15.0
30.95
na
M1
15.0
32.1
na
M2
15.0
32.11
na
M3
15.0
32.15
na
M4
15.0
32.76
na
M5
15.0
33.19
na
TR
15.0
33.37
na
BR
0.0
40.27
na
100.0
The maximum velocity is 22.57 and it occurs in the pipe between nodes 5 and B1
.2 120 7.0
Final Calculations - Standard
FREEDOM
FIRE PROTECTION
Page 6
COAST PUMP
Date
Hyd.
Oa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
******* Notes ******
Point
Qt
Pf/UL
Eqv. Ln.
Total
Pf Pn
RC
24.00
1.049
1T 5.000
2.000
9.000
K Factor = 8.00
to
120
5.000
0.866
TEE
24.0
0.1823
7.000
1.276
Vel = 8.909
0.0
_
24.00
11.142
K Factor = 7.19
1
24.00
1.049
10.000
11.143
K Factor @ node TEE
to
120
0.0
0.0
2
24.0
0.1823
10.000
1.823
Vel = 8.909
2
25.89
1.38
10.000
12.966
K Factor @ node TEE
to
120
0.0
0.0
3
49.89
0.1857
10.000
1.857
Vel = 10.702
3
27.68
1.38
10.000
14.823
K Factor @ node TEE
to
120
0.0
0.0
4
77.57
0.4201
10.000
4.201
Vel = 16.639
4
31.36
1.61
10.000
19.024
K Factor @ node TEE
to
120
0.0
0.0
5
108.93
0.3716
10.000
3.716
Vel = 17.167
5
34.29
1.61
10.000
22.740
K Factor @ node TEE
to
120
0.0
0.0
131
143.22
0.6166
10.000
6.166
Vel = 22.571
B1
0.0
2.067
IT 10.000
7.500
28.906
to
120
10.000
0.0
M1
143.22
0.1826
17.500
3.196
Vel = 13.693
0.0
143.22
32.102
K Factor = 25.28
6
24.00
1.049
10.000
11.147
K Factor @ node TEE
to
120
0.0
0.0
7
24.0
0.1823
10.000
1.823
Vel = 8.909
7
26.90
1.38
10.000
12.971
K Factor @ node TEE
to
120
0.0
0.0
8
49.9
0.1857
10.000
1.857
Vel = 10.704
8
27.68
1.38
10.000
14.828
K Factor @ node TEE
to
120
0.0
0.0
9
77.58
0.4202
10.000
4.202
Vel = 16.641
9
31.37
1.61
10.000
19.031
K Factor @ node TEE
to
120
0.0
0.0
10
108.95
0.3718
10.000
3.718
Vel = 17.170
10
34.29
1.61
10.000
22.749
K Factor @ node TEE
to
120
0.0
0.0
B2
143.24
0.6168
10.000
6.168
Vel = 22.574
B2
0.0
2.067
IT 10.000
7.500
28.917
to
120
10.000
0.0
M2
143.24
0.1827
17.500
3.197
Vel = 13.695
0.0
143.24
32.114
K Factor = 25.28
11
31.23
1.38
10.000
18.871
K Factor @ node TEE
to
120
0.0
0.0
12
31.23
0.0781
10.000
0.781
Vel = 6.699
Final Calculations - Standard
FREEDOM FIRE PROTECTION
Page 7
COAST PUMP
Date
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
******* Notes
Point
Qt
Pf/UL
Eqv. Ln.
Total
Pf Pn
12
31.88
1.38
10.000
19.652
K Factor @ node TEE
to
120
0.0
0.0
13
63.11
0.2868
10.000
2.868
Vel = 13.537
13
34.12
1.61
10.000
22.520
K Factor @ node TEE
to
120
0.0
0.0
14
97.23
0.3012
10.000
3.012
Vel = 15.323
14
36.32
1.61
10.000
25.531
K Factor @ node TEE
to
120
0.0
0.0
B3
133.55
0.5418
10.000
5.418
Vel = 21.047
B3
0.0
2.067
7.500
30.950
to
120
0.0
0.0
M3
133.55
0.1605
7.500
1.204
Vel = 12.769
0.0
133.55
32.154
K Factor = 23.55
M1
143.22
6.065
12.000
32.102
to
120
0.0
0.0
M2
143.22
0.0010
12.000
0.012
Vel = 1.590
M2
143.24
6.065
11.500
32.113
to
120
0.0
0.0
M3
286.46
0.0035
11.500
0.040
Vel = 3.181
M3
133.55
6.065
IT 30.000
56.000
32.153
to
120
30.000
0.0
M4
420.01
0.0071
86.000
0.608
Vel = 4.664
M4
0.0
6.065
IT 30.000
31.000
32.761
to
120
30.000
0.0
M5
420.01
0.0071
61.000
0.431
Vel = 4.664
M5
0.0
6.065
1 M 12.000
12.500
33.192
to
120
12.000
0.0
TR
420.01
0.0071
24.500
0.173
Vel = 4.664
TR
0.0
6.065
1 A 27.000
15.000
33.366
to
120
1 G 3.000
42.000
6.496
BR
420.01
0.0071
1 M 12.000
57.000
0.403
Vel = 4.664
100.00
Qa = 100.00
520.01
40.265
K Factor = 81.95
i
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
EnergyGauge FlaCom 0.22 FORM 40OA-2001
Whole Building Performance Method for Commercial Buildings
Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500)
Short Desc: 2004-371 Project: Offices
Owner: Coast Pump Water Technologies
Address:
2690 W Airport Blvd
City: Sanford
State: Florida
Zip: 0
Type: Office (Business)
Class: Renovation to existing building
Component
Gross Energy Use
Other Envelope Requirements - A
PermitNo: 0
Storeys: 1
GrossArea: 2934
Net Area: 2934
Max Tonnage: 4 (if different, write in)
Compliance Summary
LIGHTING CONTROLS
EXTERNAL LIGHTING
HVAC SYSTEM
PLANT
WATER HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Check List?
Design Criteria Result
92.08 100.00 PASSES
PASSES
PASSES
PASSES
PASSES
PASSES
PASSES
PASSES
Yes/No/NA
IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of
this design building must be submitted along with this Compliance Report
11/3/2004
EnergyGauge FlaCom FLCCSB v1.22
1
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and Review of the plans and specifications covered by this
specifications covered by this calculation calculation indicates compliance with the Florida Energy
are in compliance with the Florida Energy Code. Before construction is completed, this building will be
Efficiency Code. inspected for compliance in accordance with Section
553.908, F.S.
PREPARED BY: BUILDING OFFICIAL:
DATE: / /- 3 - e Y DATE:
I hereby certify that this building is in compliance
with the Florida Energy Efficiency Code.
OWNER AGENT•
DATE:
If required by Florida law, I hereby certify (*) that the system design is in
compliance with the Florida Energy Code.
ARCHITECT:
ELECTRICAL SYSTEM DESIGNER
LIGHTING SYSTEM DESIGNER:
MECHANICAL SYSTEM DESIGNER:
PLUMBING SYSTEM DESIGNER:
REGISTRATION
No.
(*) Signature is required where Florida Law requires design to be performed by registered design professionals.
Typed names and registration numbers may be used where all relevant information is contained on signed/sealed
plans.
11/3/2004 EnergyGauge FlaCom FLCCSB 0.22 2
Project: 2004-371
,Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL (691500)
(WEA File: Orlando.TMY)
Whole Building Compliance
Total
Design
92.08
Reference
100.00
ELECTRICITY
92.08
100,00
AREA LIGHTS
22.94
25.58
MISC EQUIPMT
10.10
. 10.10
PUMPS & MISC
0.05
o.05
SPACE COOL,
19.37
24.65
VENT FANS 39.62 39.62
Credits & Penalties (if any): Modified Points: = 92.08 PASSES
Project: 2004-371
Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL (691500)
(WEA File: Orlando.TMY)
Other Envelope Requirements
Item Zone Description Design Limit Meet Req.
Roof Zone 1 Exterior Roof - Max Uo Limit 0.04 0.09 Yes
Meets Other Envelope Requirements
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22 3
Ezternal Lighting
Compliance
Description Category
Allowance Area or Length ELPA CLP
(W/Unit) or No. of Units (W) (W)
(Sgft or ft)
None
Project: 2004-371
Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL (691500)
(WEA File: Orlando.TMY)
Lighting Controls Compliance
Acronym Ashrae Description
ID
Area No. of Design Min Compli-
(sq.ft) Tasks CP CP ance
Space 1 29 Offices (Partitions 3.54.5 ft below
2.934 1 18 4 PASSES
ceiling) Open plan offices 900 ft
or larger with partitions 3.
PASSES
Project: 2004-371
Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL (691500)
(WEA File: Orlando.TMY)
System Report Compliance
System 1 System 1
Constant Volume Air Cooled No. of Units
Split System < 65000 Btu/hr 2
Component Category Capacity
Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria fiance
Cooling System Air Cooled < 65000 Btu/h
Cooling Capacity
10.00 10.00 PASSES
Air Handling Air Handler (Supply) -
System -Supply Constant Volume
0.80 0.80 PASSES
PASSES
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22
Plant Compliance
Description Installed
No
Size Design Min Design Min
Eff Eff IPLV IPLV
Category Comp
fiance
None
Project: 2004-371
Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL (691500)
(WEA File: Orlando.TMY)
Water Heater Compliance
Description Type
Category Design
Eff
Min Design Max Comp
Eff Loss Loss fiance
Water Heater 1 Storage Water Heater - > 12 [kW]
Electric
0.98 PASSES
PASSES
Project: 2004-371
Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL
Piping System Compliance
Category
Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance
[inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in]
[F] .SF.F]
Domestic and Service Hot Water
0.75 False 120.00 0.28 1.50 1.33 PASSES
Systems
PASSES
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22
Project: 2004-371
Title: Offices
Type: Office (Business)
Location: SANFORD, SEMINOLE COUNTY, FL
Other Required Compliance
Category
Section
Requirement (write N/A in boa if not applicable)
Check
Infiltration
406.1
Infiltration Criteria have been met
System
407.1
HVAC Load sizing has been performed
Ventilation
409.1
Ventilation criteria have been met
ADS
410.1
Duct sizing and Design have been performed
T & B
410.1
Testing and Balancing will be performed
Electrical
413.1
Metering criteria have been met
Motors
414.1
Motor efficiency criteria have been met
Lighting
415.1
Lighting criteria have been met
O & M
102.1
Operation/maintenance manual will be provided to owner
Roof/Ceil
404.1
R-19 for Roof Deck with supply plenums beneath it
Report
101
Input Report Print -Out from EnergyGauge FlaCom attached?
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22 6
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
EnergyGauge F1aCom v1.22
INPUT DATA REPORT
Proiect Information
Project Name: 2004-371
Project Title: Offices
Address: 2690 W Airport Blvd
State: Florida
Zip: 0
Owner: Coast Pump Water Technologies
Orientation: East
Building Type: Office (Business)
Building Classification: Renovation to existing building
No.of Storeys: 1
GrossArea: 2934
11/3/2004 EnergyGauge FlaCom FLCCSB A.22 1
Spaces
No Acronym Description
Type Depth Width
Height Multi Total Area
Total Volume
IN IN
[ft] plier
[sf]
[cf]
In Zone: Zone 1
1 Space 1 Offices
Offices (Partitions 3.54.5 ft 29.75 98.63
9.00 1
2934.1
26406.8
below ceiling) Open plan
offices 900 ft or larger with
partitions 3.
Lighting
No Type
Power
Control Type
No.of
[W]
Ctrl pts
In Zone: Zone 1
In Space: Space 1
I Recessed Fluorescent - No vent 5000.00
Manual On/Off
18 El
Walls
No Description
Type Width H (Effec) Multi Area
DirectionConductance
Heat
Dens. R-Value
IN [ft] plier [sf]
[Btu/hr. sf. F]
Capacity
[lb/cf] [h.sf.F/Btu]
[Btu/sf.F]
In Zone: Zone 1
1 North Wall
Exterior Wall 98.63 9.00 1 887.6
North 0.0794
7.8988
39.49 12.59
2 South Wall
Exterior Wall 98.63 9.00 1 887.6
South 0.0794
7.8988
39.49 12.59
3 East Wall
Exterior Wall 29.75 9.00 1 267.8
East 0.0794
7.8988
39.49 12.59
4 West Wall
Exterior Wall 29.75 9.00 1 267.8
West 0.0794
7.8988
39.49 12.59
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22 2
Windows
No Description
Type
Shaded
UCen SC
Vis.Tr
W
H (Effec) Multi Total Area
[Btu/hr sf F]
IN
[ft]
plier [sf]
In Zone: Zone 1
In Wall: Wall 1
1 North Wall
SINGLE CLEAR
No
1.0018 0.95
0.88
5.00
2.50
1 12.5
❑
2 North Wall
SINGLE CLEAR
No
1.0018 0.95
0.88
3.00
7.00
5 105.0
❑
In Wall: Wall 2
1 South Wall
SINGLE CLEAR
No
1.0018 0.95
0.88
2.50
5.00
4 50.0
❑
2 South Wall
SINGLE CLEAR
No
1.0018 0.95
0.88
3.00
7.00
2 42.0
❑
In all: Wall 4
1 West Wall
SINGLE CLEAR
No
1.0018 0.95
0.88
2.50
5.00
1 12.5
❑
Doors
No Description
Type
Shaded? Width H (Effec) Multi
Area
Cond.
Dens. Heat Cap. R-Value
IN [ft]
plier
[sf]
[Btu/hr. sf. F] [lb/cf] [Btu/sf. F] [h.sf.F/Btu]
In Zone: Zone 1
In Wall: Wall 3
1 East Wall
Fiberglass/Mineral
No
3.00 7.00
1
21.0
1.2244
0.00 0.00 0.82
❑
wool core
Roofs
No Description
Type Width
H (Effec) Multi
Area
Tilt
Cond.
Heat Cap Dens. R-Value
IN
[ft] plier
[sf]
[deg]
[Btu/hr. Sf. F]
[Btu/sf. F] [lb/cf] [h.sf.F/Btu]
In Zone: Zone 1
1 Space 1
Roof
98.63
29.75 1
2934.1
0.00
0.0414
2.94 17.06 24.16
❑
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22
Skylights
No Description Type
UCen Shading Vis.Trans W H (Effec) Multiplier
Area Total Area
[Btu/hr sf F] Coeff
IN IN
[Sf] [Sf]
In Zone:
In Roof:
Floors
No Description Type
Width H (Effec) Multi
Area Cond. Heat Cap. Dens.
R-Value
[ft] [ft] plier
[sf] [Btu/hr. sf. F] [Btu/sf. F] [lb/cfJ
[h.sf.F/Btu]
In Zone: Zone 1
1 Space I Concrete floor,
98.63 29.75 1
2934.1 0.5987 9.33 140.00
1.67 ❑
carpet and rubber
pad
Systems
System 1 System 1
Constant Volume Air Cooled Split No. Of Units 2
System < 65000 Btu/hr
Component Category
Capacity Efficiency IPLV
1 Cooling System (Air Cooled < 65000 Btu/h Cooling
Capacity)
2 Air Handling System -Supply (Air Handler (Supply) -
Constant Volume)
48000.00 10.00 ❑
1600.00 0.80 ❑
Plant
Equipment Category
Size Inst.No Eff. IPLV
Li
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22
Water Heaters
W-Heater Description Capacit Cap.Unit UP Rt. Efficienc Loss
1 Storage Water Heater - Electric 40 Gal 4500 [kW] [EF] [%/hr] ❑
Ext-Lighting
Description Categories.
Area/Len/No. of units
[sf/ft/No]
Wattage
[W]
Piping
No Type Operating Insulation
Temperature Conductivity
[F] [ Btu-in/h.sf.F]
Nomonal pipe
Diameter
[in]
Insulation Is Runout?
Thickness
[in]
I Domestic and Service Hot Water Systems 120.00 0.28
0.75
1.50 No ❑
Fenestration Used
Name Glass Type No. of Glass SC VILT Frame Frame
Panes Conductance Conductance Absorptance
[Btu/h.sf.F] [Btu/h.sf.F]
ApLbWndI SINGLE CLEAR 1 1.0018 0.9500 0.8810 0.4340 0.7000 ❑
41/3/2004 EnergyGauge FlaCom FLCCSB v1.22 5
Materials Used
Only R-Value
RValue Thickness
Conductivity
Density
SpecificHeat
Mat No
Acronym
Description
Used
[h.sf.F/Btu]
IN
[Btu/h.ft.F]
[lb/cf]
[Btu/lb.F]
18
Mad18
2 in. Wood
No
2.3857
0.1670
0.0700
37.00
0.3900
❑
264
Matl264
ALUMINUM, 1/161 N
No
0.0002
0.0050
26.0000
480.00
0.1000
❑
214
Mat1214
POLYSTYRENE, EXP.,
No
5.2100
0.1042
0.0200
1.80
0.2900
❑
187
Matl187
1-1/4IN,
GYP OR PLAS
No
0.4533
0.0417
0.0920
50.00
0.2000
El
BOARD,1 /21N
❑
206
Mat1206
CELLULOSE,FILL,5.5IN,R-
No
20.8318
0.4583
0.0220
3.00
0.3300
151
Mat1151
20
CONC HW, DRD, 140LB,
No
0.4403
0.3333
0.7570
140.00
0.2000
❑
41N
❑
178
Matl178
CARPET W/RUBBER PAD
Yes
1.2300
265
Mat1265
Soil, 1 ft
No
2.0000
1.0000
0.5000
100.00
0.2000
❑
48
Mat148
6 in. Heavyweight concrete
No
0.5000
0.5000
1.0000
140.00
0.2000
❑
123
Matl123
CONC BLOCK
No
1.7227
0.6667
0.3870
53.00
0.2000
❑
MW,8IN,HOLLOW
0.2000
❑
159
Matl159
CONC
No
0.3202
0.3333
1.0410
140.00
HW-UNDRD-140LB41N
57
Mat157
3/4 in. Plaster or gypsum
No
0.1488
0.0625
0.4200
100.00
0.2000
❑
72
Mat172
AIR LAYER, 3/41N OR
Yes
0.9000
❑
LESS, VERT. WALLS
267
Mat1267
0.75" stucco
No
0.1563
0.0625
0.4000
16.00
0.2000
❑
266
Mat1266
2x4@16" oc + R11 Batt
No
8.3343
0.2917
0.0350
9.70
0.2000
❑
215
Mat1215
POLYSTYRENE, EXP.,
No
8.3350
0.1667
0.0200
1.80
0.2900
❑
105
Mad 105
2IN,
CONC BLK HW, 81N,
No
1.1002
0.6667
0.6060
69.00
0.2000
❑
HOLLOW
256
Mat1256
WOOD, SOFT, 1-1/21N
No
1.8939
0.1250
0.0660
32.00
0.3300
❑
268
Mat1268
0.625" stucco
No
0.1302
0.0521
0.4000
16.00
0.2000
❑
42
Mat142
8 in. Lightweight concrete
No
2.0212
0.6670
0.3300
38.00
0.2000
❑
block
269
Mat1269
.75" ISO BTWN24" oc
No
2.2321
0.0625
0.0280
4.19
0.3000
❑
86
Matl86
BRICK, COMMON, 41N
No
0.8012
0.3333
0.4160
120.00
0.2000
❑
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22 6
211
Matl2ll
POLYSTYRENE,EXP.,I/21
No
2.0850
0.0417
0.0200
1.80
0.2900
❑
12
Mat112
N,
3 in. Insulation
No
10.0000
0.2500
0.0250
2.00
0.
❑
218
Mat1218
POLYURETHANE,EXP.,l/2
No
3.2077
0.0417
0.0130
1.50
0.3800 00
El
23
Mat123
IN,
6 in. Insulation
No
20.0000
0.5000
0.0250
5.70
0.2000
❑
4
Mat14
Steel siding
No
0.0002
0.0050
26.0000
480.00
0.1000
❑
271
Matl271
2x4@24" oc + RI 1 Batt
No
10.4179
0.2917
0.0280
7.11
0.2000
❑
272
Mat1272
Panel with 7/16" panels
Yes
0.9044
❑
273
Mat1273
Hollow core flush (1.375")
Yes
1.2777
❑
274
Mat1274
Solid core flush (1.375")
Yes
1.7141
❑
275
Mat1275
Panel with 7/16" panels
Yes
1.0019
❑
(1.375")
❑
276
Mat1276
Hollow core flush (1.75")
Yes
1.3239
277
Mat1277
Panel with 1-1/8" panels
Yes
1.7141
(1.75")
278
Mat1278
Solid core flush (1.75")
Yes
1.6500
❑
279
Mat1279
Solid core flush (2.25")
Yes
2.8537
❑
280
Mat1280
Fiberglass/Mineral wool core
Yes
0.8167
❑
281
Mat1281
Paper Honeycomb core
Yes
0.9357
❑
282
Mat1282
Solid Urethane foam core
Yes
1.6500
❑
283
Mat1283
Solid mineral fiberboard core
Yes
1.7816
284
Mat1284
Polystyrene core (18 ga steel)
Yes
2.0071
❑
I
285
Matl285
Polyurethane core (18 ga
Yes
2.5983
❑
steel) 2
286
Mat1286
Polyurethane core (24 ga
Yes
2.5983
❑
steel) 1
287
Mat1287
Polyurethane core (24 ga
Yes
4.1500
❑
steel) 2
288
Mat1288
Solid Urethane foam core
Yes
4.1500
❑
81
Matl8l
ASPHALT -ROOFING,
Yes
0.1500
❑
ROLL
244
Mat1244
PLYWOOD, 1/21N
No
0.6318
0.0417
0.0660
34.00
0.2900
❑
185
Mat1185
CLAY TILE, PAVER, 3/8IN
No
0.0301
0.0313
1.0410
120.00
0.2000
❑
82
Mat182
ASPHALT -SHINGLE AND
Yes
0.4400
❑
SIDING
11
Mad11
2 in. Insulation
No
6.6800
0.1670
0.0250
2.00
0.2000
❑
47
Mat147
2 in. Heavyweight concrete
No
0.1670
0.1670
1.0000
140.00
0.2000
❑
I1/3/2004 EnergyGauge F1aCom FLCCSB v1.22 7
95
Matl95
CONC BLOCK
No
0.7107
0.3333
0.4690
101.00
0.2000
❑
248
Mat1248
H W-4IN-HOLLO W
ROOF GRAVEL OR
No
0.0500
0.0417
0.8340
55.00
0.4000
❑
94
Mat194
SLAG1/2IN
BUILT-UP ROOFING,
No
0.3366
0.0313
0.0930
70.00
0.3500
❑
1003
ApLbMat1003
3/81N
1 in. Insulation
No
3.3200
0.0830
0.0250
2.00
0.2000
❑
Constructs Used
Simple
Massless
Conductance
Heat Capacity
Density
RValue
No
Name
Construct
Construct
[Btu/h.sf.F]
[Btu/sf.F]
[lb/cf]
[h.sf.F/Btu]
t and
Concrete floor carpet and rubber nad
No
No
0.60
9.33
140.00
1.6703
❑
Layer
Material
Material
Thickness
Framing
No.
[ft]
Factor
1
151
CONC HW, DRD, 140LB, 41N
0.3333
0.00
❑
2
178
CARPET W/RUBBER PAD
0.00
❑
Simple
Massless Conductance Heat Capacity
Density RValue
No Name
Construct
Construct [Btu/h.sf.F]
[Btu/sf.F]
[lb/cf] [h.sf.F/Btu]
1029 Fiberglass/Mineral wool core
No
Yes 1.22
0.8167 ❑
Layer
Material
Material
Thickness
Framing
No.
IN
Factor
1
280
Fiberglass/Mineral wool core
0.00
❑
11/3/2004 EnergyGauge FlaCom FLCCSB v1.22 8
No Name Simple Massless Conductance Heat Capacity Density RVa ue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.FBtu]
1048 Exterior Wall No No 0.08 7.90 39.49 12.5939 ❑
Layer Material Material
No.
1 123 CONC BLOCK MW,8fN,HOLLOW
2 271 2x4@24" oc + RI 1 Batt
3 187 GYP OR PLAS BOARD,1/21N
No Name Simple Massless
Construct Construc
1049 Roof No No
Layer Material Material
No.
1
4
Steel siding
2
1003
1 in. Insulation
3
248
ROOF GRAVEL OR SLAG1/2IN
4
94
BUILT-UP ROOFING, 3/81N
5
187
GYP OR PLAS BOARD,1/21N
6
23
6 in. Insulation
Thickness
Framing
[ft]
Factor
0.6667
0.00
❑
0.2917
0.00
❑
0.0417
0.00
❑
Conductance Heat Capacity
Density RValue
t [Btu/h.sf.F]
[Btu/sf.F]
[lb/cf] [h.sf.FBtu]
0.04
2.94
17.06 24.1600 ❑
Thickness
Framing
IN
Factor
0.0050
0.00
❑
0.0830
0.00
❑
0.0417
0.00
❑
0.0313
0.00
❑
0.0417
0.00
❑
0.5000
0.00
❑
11/3/2004 EnergyGauge F1aCom FLCCSB v1.22 9
S / N RNW 210 5 7 RIGHT-N COMMERCIAL / INDUSTRIAL LOAD CALCULATION 11- 2 - 2 0 0 4
For: Coast Pump Water Technologies
Zone: Zone 1 Page: 1
Job#: 2004-371
City: Orlando, FL, US
By: AC Mechanix
LWH: 98.6 x 29.7 x 9.0
Units: U.S. customary (I-P)
1. DESIGN CONDITIONS - COOLING
(
3PM ,
August
Dry Blb
RH
Moisture
Range
Wet Blb
Outdoor Conditions
>
96
43
17
77
Indoor Conditions
>
75
50
63
TOD Correction
>
0
Difference
21
45
[ Mult = 1. 0 ] -
2. GLAZING SOLAR HEAT GAIN
( Lat
= 28.43
° N , Const Wt =
M )
Type Dir
Shad
Tilt %ovr Area
Sfact
Shgf
Shad
Sens
GLAZ 1 n
N
90
0.0 13
1.00
28
1.0
350
GLAZ 1 s
N
90
0.0 50
1.00
59
1.0
2950
GLAZ 1 W
N
90
0.0 13
1.00
88
1.0
1100
3. TRANSMISSION GAINS
Type Dir
GrArea
NtArea
Uval
Grp
CLTD Shad Clr
Sens
GLAZ 1 n
13
13
1.040
21.0
N -
273
GLAZ 1 s
50
50
1.040
21.0
N -
1092
GLAZ 1 W
13
13
1.040
21.0
N -
273
WALL 1 n
888
770
0.072
D
17.7
N D
981
WALL 1 s
888
796
0.072
D
25.7
N D
1472
WALL 1 e
268
247
0.072
D
38.7
N D
687
WALL 1 W
268
255
0.072
D
19.7
N D
362
DOOR 1 n
105
105
1.100
21.0
- -
2426
DOOR 1 s
42
42
1.100
21.0
- -
970
DOOR 2 e
21
21
0.560
21.0
- -
247
FLOR 1 -
257
257
0.810
0.0
- -
0
ROOF 1 -
2934
2934
0.040
RC-1
83.7
- D
9823
4. INTERNAL HEAT GAIN
Sens
Latent
People
16 x Per person:
sensible
300 latent
300
4800
4800
0 x Per person:
sensible
3 0 0. latent
300
0
0
Lights
Incandescents in RA Ceiling
0 x 3.4
x 60%
0
Fluorescents in RA Ceiling
0 x 4.1
x 60%
0
Incandescents other
0 x 3.4
x 1001/o
0
Fluorescents other
5000
x 4.1
x 100%
20500
Motors
Nmbr Power
Gain
Load Fact
Usage
1
1 0.00
0
1.00
1.00
0
2
1 0.00
0
1.00
1.00
0
3
1 0.00
0
1.00
1.00
0
Appl.
Nmbr Type
Sens
Latent
Usage
1
1
0
0
1.00
0
0
2
1
0
0
1.00
0
0
3
1
0
0
1.00
0
0
4
1
0
0
1.00
0
0
5
1
0
0
1.00
0
0
Other
1
0
0
1.00
0
0
Manual N: 4th Edition Right-N: Ver.3.0.07
Certified by ACCA to meet all requirements of Manual Form N
Job #: 2004-371
Page: 2
5.
INFILTRATION
Sens
Latent
1096 cfm > x db Temp Diff
21.0 x
1. 1
25215
> x Moist. Diff
45.3 x
0.68
33631
6.
SUBTOTAL COOLING LOAD FOR SPACE
73522
38431
7.
SUPPLY DUCT HEAT GAIN
Gain factor 0.00 x Line 6 Sensible Gain
0
8.
COOLING FAN SIZING
Sum of Duct Gain (7 ), Line (6) & Drawthru Fan
=
73522
(L 8 Sens ) / ( 1.1
x Supply TD
) =
cfm
Est Cooling cfm = ( 73522) / ( 1.1
x 20.0
) =
3355
Actual Cooling Fan
>
=
3355
9.
VENTILATION
320 cfm > x dbTemp Diff
21.0 x
1.1
7364
> x Moist. Diff
45.3 x
0.68
9822
10.
RETURN AIR LOAD FROM LIGHTING AND ROOF
Incandescent Lights
0 Watts x
3.4
x 40%
0
Fluorescent Lights
0 x
4.1
x 40%
0
RA Roof Load
from Line 3
M
0
RA Ceiling Load Credit
from Line 3
(-)
0
11.
RETURN DUCT HEAT GAIN
Gain factor 0.00 x Line 6 Sensible Gain
0
12.
TOTAL COOLING LOADS ON EQUIPMENT (Btuh)
80886
48253
SPACE HEATING LOAD CALCULATION
13. HEATING DESIGN TEMPERATURE
Heating TD = (Inside DB - Outside DB) _ ( 70 - 4 2) = 28
[ Mult = 1.0 ] -
14. TRANSMISSION LOSSES
Type
Expos
GrArea
GLAZ
1
n
13
GLAZ
1
S
50
GLAZ
1
w
13
WALL
1
n
888
WALL
1
S
888
WALL
1
e
268
WALL
1
w
268
DOOR
1
n
105
DOOR
1
S
42
DOOR
2
e
21
FLOR
1
-
257
ROOF
1
-
2934
NetArea
Uval
HTD
Loss
13
1.100
28.0
385
50
1.100
28.0
1540
13
1.100
28.0
385
770
0.072
28.0
1553
796
0.072
28.0
1604
247
0.072
28.0
497
255
0.072
28.0
514
105
1.100
28.0
3234
42
1.100
28.0
1294
21
0.560
28.0
329
257
0.810
28.0
5822
2934
0.040
28.0
3286
15. INFILTRATION
1618 cfm x db Temp Diff 28.0 x 1. 1
Manual N: 4th Edition Right-N: Ver.3.0.07
Certified by ACCA to meet all requirements of Manual Form N
Loss
49632
Job #: 2004-371
Page: 3
16. SUBTOTAL HEATING LOAD FOR SPACE
17. SUPPLY DUCT HEAT LOSS
Loss factor 0.00 x Line 16 Loss
18. VENTILATION
320 c fm x db Temp Diff 28.0 x 1.1
70075
0
9819
19. HUMIDIFICATION
Inside RH desired 3 2.0 (Max = 3 2.0 for I pane )
# of Glazing panes 1.0 (Max = 52.0 for 2 pane )
1938 cfm x 1.48 g/100cfm/d = 28.7 gpd 10521
20. RETURN DUCT HEAT LOSS
Loss factor 0.00 x Line 16 Loss 0
21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 90415
Manual N: 4th Edition Right-N: Ver.3.0.07
Certified by ACCA to meet all requirements of Manual Form N
S / N RNW 210 5 7 RIGHT-N TEM-OF-DAY SHORT FORM - LOADS
Units: U.S. customary (I-P)
Job #: 2004-371
For: Coast Pump Water Technologies
2690 West Airport Blvd
Sanford, F1
By: AC Mechanix
Peak Time of Day: n/a
Equipment located in ZONE
11-2-2004
Name
Sensible Gain at
9AM NOON 3PM 6PM
Latent
Gain
Heating
Btuh
Zone 1
48901 70231 80886 72500
48253
90415
Totals
48901 70231 80886 72500
48253
90415
Manual N: 4th Edition Right-N: Ver.3.0.07
Certified by ACCA to meet all requirements of Manual Form N
S/N RNW21057 RIGHT-NT R-OF-DAY SHORT FORM -CFMS 11-2-2004
Units: U.S. customary (I-P)
Job #: 2004-371
For: Coast Pump Water Technologies
2690 West Airport Blvd
Sanford
By: AC Mechanix
Peak Time of Day: n/ a Equipment located in ZONE
Name
Cooling estimated cfm at
9AM NOON 3PM 6PM
Actual
Clg cfm
Heating
cfm
Zone 1
2084 2930 3355 3028
3355
3355
Totals
2084 2930 3355 3028
• 3355
3355
Manual N: 4th Edition Right-N: Ver.3.0.07
Certified by ACCA to meet all requirements of Manual Form N
�z
4:
�;�,,
_ _ Fire Protection by Computer Design
FREEDOM FIRE PROTECTION
OF CENTRAL FLORIDA INC.
130 BOMAR CT. SUITE 180
LONGWOOD FLORIDA 32750
407-328-1663
Job Name
COAST PUMP
Building
DESIGN AREA #1
Location
SANFORD FLORIDA
System
WET
Contract
COMM
Data File
CPUMP.WX1
FREEDOM FIRE PROTECTION
Page 1
COAST PUMP
Date
Hydraulic Design Information Sheet
■
Name - COAST PUMP WATER TECHNOLOGIES
Date - 11-3-04
Location - SANFORD FLORIDA
Building - DESIGN AREA #1
System No. - WET
Contractor - FREEDOM FIRE PROTECTION
Contract No. - COMM
Calculated By - B.A.J.
Drawing No. - FP-1
Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - EXPOSED
Occupancy - MANUFACTURING
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp.
( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure
Curve
S Other
T Specific Ruling Made
By Date
E
M Area of Sprinkler Operation - 1500
System Type Sprinkler/Nozzle
Density - .20
(X) Wet Make RELIABLE
D Area Per Sprinkler - 120
( ) Dry Model G
E Elevation at Highest Outlet - 17
( ) Deluge Size 3/4"
S Hose Allowance - Inside - 0
( ) Preaction K-Factor 8.0
I Rack Sprinkler Allowance - 0
( ) Other Temp.Rat.286
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 520.01 Press Required
- 40.265 At Test
Summary C-Factor Used: 120 Overhead
150 Underground
W
A
T
E
R
S
U
P
P
L
Y
C
0
M
M
Water Flow Test:
Date of Test -
N/A
Time of Test -
N/A
Static Press -
65
Residual Press -
36.16
Flow -
666
Elevation -
0
S
T
0 C
R E
A
G
E
Location - BASE OF RISER
Pump Data: Tank or Reservoir:
Cap. -
Rated Cap.- Elev.-
@ Press -
Elev. - Well
Proof Flow
Source of Information - WIGINTON FIRE SYSTEMS
Commodity
Storage Ht.
Storage Method:
( ) Single Row
R { ) Double Row
A ( ) Mult. Row
Flue Spacing
Longitudinal
Class Location
Area Aisle W.
Solid Piled o Palletized a Rack
( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
( ) Slave Pallet ( ) Solid Shelf ( ) Non
( ) Open Shelf
Horizontal Barriers Provided:
Clearance:Storage to Ce
Transverse
ng
vvdicl ouNNly k.ul vu l%-'l
FREEDOM FIRE PROTECTION
COAST PUMP
Page 2
Date
City Water Supply:
C1 - Static Pressure 65 PSI
C2 - Residual Pressure: 36.16 PSI
C2 - Residual Flow 666 GPM
150
140
130
P 120
R 110
D1 - Elevation 6.496 PSI
D2 - System Flow 420.01 GPM
D2 - System Pressure 40.265 PSI
Hose ( Adj City ) GPM
Hose ( Demand) 100 GPM
D3 - System Demand 520.01 GPM
Safety Margin 6.488 PSI
E 100
S 90
S 80
U 70
R 60
E 50
D2
40
30
20
10
D1
100 200 300 400 500 600 700 800 900
FLOW ( N ^ 1.85 )
r`mmniifnr Drnnrnmc by I-Ivrlrntan Inn. Rnirta 111 Windham N.H. USA 03087
Fittings Summary
FREEDOM FIRE PROTECTION Page 3
COAST PUMP Date
Fitting Legend
Abbrev. Name
A
Generic Alarm Va
B
Generic Butterfly Valve
C
Roll Groove Coupling
D
Dry Pipe Valve
E
90' Standard Elbow
F
45' Elbow
G
Gate Valve
H
45' Grvd-Vic Elbow
I
90' Grvd-Vic Elbow
J
90' Grvd-Vic Tee
K
Detector Check Valve
L
Long Turn Elbow
M
Medium Turn Elbow
N
PVC Standard Elbow
O
PVC Tee Branch
P
PVC 45' Elbow
Q
Flow Control Valve
R
PVC Coupling/Run Tee
S
Swing Check Valve
T
90' Flow thru Tee
U
45' Firelock Elbow
V
90' Firelock Elbow
W
Wafer Check Valve
X
90' Firelock Tee
Y
Mechanical Tee
Z
Flow Switch
-Fittings Summary
FREEDOM FIRE PROTECTION
.COAST PUMP
Page 4
Date
j
Unadjusted Fittings Table
4
1/2 3/4
1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
7.7
21.5
17.0
A
7.0
10.0
12.0
B
C 1.0 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
9.5
17.0
28.0
D
E 2.0 2.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
10.0 '
F 1.0 1.0
1.0
1.0
2.0
2.0
3.0
3.0
3.0
4.0
G
1.0
1.0
1.0
1.0
2.0
H
1.0
1.5
2.0
2.0
3.0
3.0
3.5
3.5
1
2.0
3.0
4.0
3.5
6.0
5.0
8.0
7.0
J
4.5
6.0
8.0
8.5
10.8
13.0
17.0
16.0
14.0
14.0
K
L 1.0 1.0
2.0
2.0
2.0
3.0
4.0
5.0
5.0
6.0
M 2.0
2.0
3.0
3.0
4.0
5.0
6.0
6.0
8.0
N 7.0 7.0
7.0
&0
9.0
11.0
12.0
13.0
O 3.0 3.0
5.0
6.0
8.0
10.0
12.0
15.0
P 1.0 1.0
1.0
2.0
2.0
2.0
3.0
4.0
Q
18.0
29.0
35.0
R 1.0 1.0
1.0
1.0
1.0
1.0
2.0
2.0
S 4.0 5.0
5.0
7.0
9.0
11.0
14.0
16.0
19.0
22.0
T 3.0 4.0
5.0
6.0
8.0
10.0
12.0
15.0
17.0
20.0
U
1.8
2.2
2.6
3.4
V
3.5
4.3
5.0
6.8
W
10.3
X
8.5
10.8
13.0
16.0
Y 2.0 4.0
5.0
6.0
8.0
10.5
12.5
15.5
22.0
Z 2.0 2.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
10.0
5 6 8 10 12 14 16 18 20 24
A
17.0
27.0
29.0
B
9.0
10.0
12.0
19.0
21.0
C
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0
47.0
E
12.0
14.0
18.0
22.0
27.0
35.0
40.0
F
5.0
7.0
9.0
11.0
13.0
17.0
19.0
G
2.0
3.0
4.0
5.0
6.0
7.0
8.0
H
4.5
5.0
6.5
8.5
10.0
18.0
20.0
1
8.5
10.0
13.0
17.0
20.0
23.0
25.0
J
21.0
25.0
33.0
41.0
50.0
65.0
78.0
K
36.0
55.0
45.0
L
8.0
9.0
13.0
16.0
18.0
24.0
27.0
M
10.0
12.0
16.0
19.0
22.0
N
O
P
Q
33.0
R
S
27.0
32.0
45.0
55.0
65.0
76.0
87.0
T
25.0
30.0
35.0
50.0
60.0
71.0
81.0
u
4.2
5.0
5.0
V
8.5
10.0
13.0
W
13.1
31.8
35.8
27.4
X
21.0
25.0
33.0
Y
Z
12.0
14.0
18.0
22.0
27.0
35.0
40.0
1.0
1.0
1.0
45.0
50.0
61.0
21.0
24.0
28.0
10.0
11.0
13.0
23.0
25.0
30.0
33.0
36.0
40.0
88.0
98.0
120.0
30.0
34.0
40.0
98.0 109.0 130.0
91.0 101.0 121.0
45.0 50.0 61.0
Pressure / Flow Summary - STANDARD
FREEDOM FIRE PROTECTION Page 5
Date
-COAST PUMP
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
RC
17.0
8
9.0
na
1
15.0
K = K @ TEE
11.14
na
2
15.0
K = K @ TEE
12.97
na
3
15.0
K = K.@ TEE
14.82
na
4
15.0
K = K @ TEE
19.02
na
5
15.0
K = K @ TEE
22.74
na
131
15.0
28.91
na
6
15.0
K = K @ TEE
11.15
na
7
15.0
K = K @ TEE
12.97
na
8
15.0
K = K @ TEE
14.83
na
9
15.0
K = K @ TEE
19.03
na
10
15.0
K = K @ TEE
22.75
na
B2
15.0
28.92
na
11
15.0
K = K @ TEE
18.87
na
12
15.0
K = K @ TEE
19.65
na
13
15.0
K = K @ TEE
22.52
na
14
15.0
K = K @ TEE
25.53
na
B3
15.0
30.95
na
M1
15.0
32.1
na
M2
15.0
32.11
na
M3
15.0
32.15
na
M4
15.0
32.76
na
M5
15.0
33.19
na
TR
15.0
33.37
na
BR
0.0
40.27
na
24.0 .2
24.0
25.89
27.68
31.36
34.29
24.0
25.89
27.69
31.37
34.29
31.23
31.87
34.12
36.33
WOW
The maximum velocity is 22.57 and it occurs in the pipe between nodes 5 and B1
i
120 7.0
- Final Calculations - Standard
i
FREEDOM FIRE PROTECTION
Page 6
Date
-COAST PUMP
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
I
•• ,••
Ref.
„C"
or
Ftng's
Pe Pv
"•"•• Notes
Point
Qt
Pf1UL
Eqv. Ln.
Total
Pf Pn
'
RC
24.00
1.049
1 T 5.000
2.000
9.000
K Factor = 8.00
to
120
5.000
0.866
TEE
24.0
0.1823
7.000
1.276
Vel = 8.909
0.0
24.00
11.142
K Factor = 7.19
1
24.00
1.049
10.000
11.143
K Factor @ node TEE
to
120
0.0
0.0
2
24.0
0.1823
10.000
1.823
Vel = 8.909
2
25.89
1.38
10.000
12.966
K Factor @ node TEE
to
120
0.0
0.0
3
49.89
0.1857
10.000
1.857
Vel = 10.702
3
27.68
1.38
10.000
14.823
K Factor @ node TEE
to
120
0.0
0.0
4
77.57
0.4201
10.000
4.201
Vel = 16.639
4
31.36
1.61
10.000
19.024
K Factor @ node TEE
to
120
0.0
0.0
5
108.93
0.3716
10.000
3.716
Vel = 17.167
5
34.29
1.61
10.000
22.740
K Factor @ node TEE
to
120
0.0
0.0
131
143.22
0.6166
10.000
6.166
Vel = 22.571
B1
0.0
2.067
1T 10.000
7.500
28.906
to
120
10.000
0.0
M1
143.22
0.1826
17.500
3.196
Vel = 13.693
0.0
143.22
32.102
K Factor = 25.28
6
24.00
1.049
10.000
11.147
K Factor @ node TEE
to
120
0.0
0.0
7
24.0
0.1823
10.000
1.823
Vel = 8.909
7
25.90
1.38
10.000
12.971
K Factor @ node TEE
to
120
0.0
0.0
8
49.9
0.1857
10.000
1.857
Vel = 10.704
8
27.68
1.38
10.000
14.828
K Factor @ node TEE
to
120
0.0
0.0
9
77.58
0.4202
10.000
4.202
Vel = 16.641
9
31.37
1.61
10.000
19.031
K Factor @ node TEE
to
120
0.0
0.0
10
108.95
0.3718
10.000
3.718
Vel = 17.170
10
34.29
1.61
10.000
22.749
K Factor @ node TEE
to
120
0.0
0.0
B2
143.24
0.6168
10.000
6.168
Vel = 22.574
B2
0.0
2.067
1 T 10.000
7.500
28.917
to
120
10.000
0.0
M2
143.24
0.1827
17.500
3.197
Vel = 13.695
0.0
143.24
32.114
K Factor = 25.28
11
31.23
1.38
10.000
18.871
K Factor @ node TEE
to
120
0.0
0.0
12
31.23
0.0781
10.000
0.781
Vel = 6.699
_-
-
Final Calculations
- Standard
FREEDOM FIRE PROTECTION
Page 7
Date
COAST PUMP
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
••••"
Ref.
°C"
or
Ftng's
Pe Pv
••"•,• Notes
Point
Qt
Pf/UL
Eqv.
Ln.
Total
Pf Pn
12
31.88
1.38
10.000
19.652
K Factor @ node TEE
to
120
0.0
0.0
13
63.11
0.2868
10.000
2.868
Vel = 13.537
13
34.12
1.61
10.000
22.520
K Factor @ node TEE
to
120
0.0
0.0
14
97.23
0.3012
10.000
3.012
Vel = 15.323
14
36.32
1.61
10.000
25.531
K Factor @ node TEE
to
120
0.0
0.0
B3
133.55
0.5418
10.000
5.418
Vel = 21.047
B3
0.0
2.067
7.500
30.950
to
120
0.0
0.0
M3
133.55
0.1605
7.500
1.204
Vel = 12.769
0.0
133.55
32.154
K Factor = 23.55
M1
143.22
6.065
12.000
32.102
to
120
0.0
0.0
M2
143.22
0.0010
12.000
0.012
Vel = 1.590
M2
143.24
6.065
11.500
32.113
to
120
0.0
0.0
M3
286.46
0.0035
11.500
0.040
Vel = 3.181
M3
133.55
6.065
IT
30.000
56.000
32.153
to
120
30.000
0.0
M4
420.01
0.0071
86.000
0.608
Vel = 4.664
M4
0.0
6.065
IT
30.000
31.000
32.761
to
120
30.000
0.0
M5
420.01
0.0071
61.000
0.431
Vel = 4.664
M5
0.0
6.065
1 M
12.000
12.500
33.192
to
120
12.000
0.0
TR
420.01
0.0071
24.500
0.173
Vel = 4.664
TR
0.0
6.065
IA
27.000
15.000
33.366
to
120
1 G
3.000
42.000
6.496
BR
420.01
0.0071
1 M
12.000
57.000
0.403
Vel = 4.664
100.00
Qa = 100.00
520.01
40.265
K Factor = 81.95