5500 Fleet Landing Blvd Nancy House 2014 fire sprinkler CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
Applic ion Number . . . . . 14-00000946 Date 7/24/14
RE number . . LOC ID-000020938
NCR OLD ACCOUNT NUMBERS . . .
Tenant nbr, name . . . . . . NANCY HOUSE
Application type description MECHANICAL FIRE PERMIT
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 70807
Owner Contractor
-
------------------------
-----------------------
NAVAL CONTINUING CARE BENDER & MODLIN FIRE SPRINKLER
RETIREMENT FOUNDATION, INC 170-G COLLEGE DR
1 FLEET LANDING BLVD ORANGE PARK FL 32065
ATLANTIC BEACH FL 32233
-------------------------------------------------------------------------
Permit . . . . . . MECHANICAL FIRE SPRINKLER
Additional desc . .
Permit Fee . . . . 273 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 70807
Expiration Date . . 7/24/14
Qty Unit Charge Per Extension
BASE FEE 55 . 00
1 . 00 30 . 0000 EA M FIRE SPRKL 1ST 40 HEADS 30 . 00
47 . 00 4 . 0000 EA M FIRE SPRKL >40 EA ADDTL 10 188 . 00
. 00 8 . 0000 THOU M FIRE ALARM . 00
. 00 8 . 0000 THOU M MECH FEE BY VALUATION . 00
-------------------------------------------------------------
Special Notes and Comments
2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE
2008 NATIONAL ELECTRIC CODE
-----------------------------------------------------------------
Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 4 . 10
STATE MECH DBPR SURCHARGE 4 . 10
--------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- -----
Permit Fee Total 273 . 00 273 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 8 . 20 8 . 20 . 00 . 00
Grand Total 281 . 20 281 . 20 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
bender& modlin FIRE SPRINKLERPage 1
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hydraulic Design Information Sheet
Name - NAS Fleet Landing Attic Area #1 Date - 5/15/2014
Location - AT FLEET LANDING, Atlantic Beach, FL 32233
Building - NANCY BLDG System No. - 1
Contractor - bender & modlin FIRE SPRINKLER INC Contract No. -
Calculated By - Marcel Ardelean Drawing No. - FP-3
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES
Occupancy - ATTIC
lift
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other Cz
T Specific Ruling Made By Date
a
E
M Area of Sprinkler Operation - 1950 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - 120 MAX ( ) Dry Model � p
E Elevation at Highest Outlet - 17'-11" ( ) Deluge Size 1/2" L�
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 .,
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 541.226 Press Required - 37.583 AT TEST
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/17/2014 Cap. -
T Time of Test - 2:20PM Rated Cap.- Elev.-
E Static Press - 45 @ Press -
R Residual Press - 37 Elev. - Well
Flow - 1021 Proof Flow
S Elevation -
U _
P Location -
P
L Source of Information - AHJ / bender & modlin FIRE SPRINKLER INC
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled o Palletized % Rark
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T A ( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
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bender&modlin FIRE SPRINKLER Page 4
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req. -
33A 17.917 5.6 9.63 na 17.38 0.1 120 7.0
32A 17.917 5.6 7.76 na 15.6 0.1 120 7.0
31A 17.917 5.6 7.25 na 15.08 0.1 120 7.0
30A 17.917 5.6 7.0 na 14.82 0.1 120 7.0
29A 17.917 5.6 7.23 na 15.06 0.1 120 7.0
29 17.917 7.81 na
30 17.917 7.86 na
31 17.917 8.12 na
32 17.917 8.38 na
33 17.917 10.39 na
27A 17.917 5.6 10.51 na 18.16 0.1 120 7.0
52A 17.917 5.6 10.16 na 17.85 0.1 120 7.0
51A 17.917 5.6 10.06 na 17.76 0.1 120 7.0
51 17.917 10.85 na
52 17.917 10.95 na
27 17.917 11.33 na
28 17.917 12.62 na
40A 12.583 5.6 11.48 na 18.97 0.1 120 7.0
39A 12.583 5.6 11.16 na 18.71 0.1 120 7.0
38A 0.0 17.19 na
38 12.583 5.6 11.74 na 19.19 0.1 120 7.0
39 12.583 12.03 na
40 12.583 12.37 na
36A 12.583 5.6 12.72 na 19.98 0.1 120 7.0
50A 12.583 5.6 12.6 na 19.88 0.1 120 7.0
50 12.583 13.57 na
36 12.583 13.7 na
37 12.583 14.44 na
42A 10.667 5.6 16.22 na 22.55 0.1 120 7.0
41A 10.667 5.6 16.01 na 22.41 0.1 120 7.0
41 10.667 17.22 na
42 10.667 17.43 na
43 10.667 18.22 na
44 10.667 18.23 na
45 10.667 18.46 na
24 12.583 5.6 12.9 na 20.11 0.1 120 7.0
22A 12.583 5.6 11.23 na 18.76 0.1 120 7.0
55A 12.583 5.6 10.49 na 18.14 0.1 120 7.0
54A 12.583 5.6 9.81 na 17.54 0.1 120 7.0
53A 12.583 5.6 9.71 na 17.45 0.1 120 7.0
53 12.583 10.47 na
54 12.583 10.57 na
55 12.583 11.31 na
22 12.583 12.09 na
23 12.583 14.31 na
4A 11.0 5.6 12.32 na 19.66 0.1 120 7.0
3A 11.0 5.6 11.67 na 19.13 0.1 120 7.0
2A 11.0 5.6 10.96 11H 18 54 0 i 120 7 n
1A 11.0 5.6 10.9 na 18.49 0.1 120 7.0
1 11.0 11.75 na
2 11.0 11.81 na
3 11.0 12.56 na
4 11.0 13.27 na
5 11.0 16.1 na
6 10.667 17.81 na
7 10.667 17.83 na
8 10.667 18.6 na
9 10.667 19.08 na
10 10.667 19.49 na
11 10.667 20.25 na
12 10.667 20.59 na
TOR 10.667 20.83 na
BOR 1.0 26.38 na
BKFL 0.0 30.9 na
HOSE 0.0 37.1 na 100.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
6ende�/f N
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IRES PIRII KLER, IN
Fire Protection by Computer Design
bender&modlin FIRE SPRINKLER
170-G College Drive
Orange Park, FL 32065
(904)298-2637
Job Name NAS Fleet Landing Nancy OFFICE AREA#2
Building NANCY BLDG
Location AT FLEET LANDING,Atlantic Beach, FL 32233
System 1
Contract
Data File NAS Fleet Landing Nancy 1st FL 950 GRV.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
bender& modlin FIRE SPRINKLER Page 1
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Hydraulic Design Information Sheet
Name - NAS Fleet Landing Office Area #2 Date - 4/10/2014
Location - AT FLEET LANDING, Atlantic Beach, FL 32233
Building - NANCY BLDG System No. - 1
Contractor - bender & modlin FIRE SPRINKLER INC Contract No. -
Calculated By - Marcel Ardelean Drawing No. - FP-2
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES
Occupancy -
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 950 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - 225 MAX ( ) Dry Model
E Elevation at Highest Outlet - 10'-9" ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5. 6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 320.860 Press Required - 29.972 AT TEST
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/17/2014 Cap. -
T Time of Test - 2:20PM Rated Cap.- Elev.-
E Static Press - 45 @ Press -
R Residual Press - 37 Elev. - Well
Flow - 1021 Proof Flow
S Elevation -
U
P T.crc:;jI icon —
P
L Source of Information - AHJ / bender & modlin FIRE SPRINKLER INC
Y
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0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Pallctizcd c Rack
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S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
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Pressure / Flow Summary - STANDARD
bender& modlin FIRE SPRINKLER Page 4
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
D001 0.0 5.6 7.0 na 14.82 0.1 45 7.0
106A 8.0 5.6 11.13 na 18.68 0.1 80 7.0
105A 8.0 5.6 10.68 na 18.3 0.1 80 7.0
103A 8.0 5.6 10.45 na 18.11 0.1 80 7.0
103 10.667 10.23 na
104 10.667 K=K @ EQ01 10.28 na 17.25
105 10.667 10.47 na
106 10.667 10.96 na
107 10.667 K=K @ EQ01 13.09 na 19.47
109 10.667 K=K @ EQ01 15.07 na 20.89
110 10.667 K=K @ EQ01 15.12 na 20.93
112A 8.0 5.6 15.15 na 21.8 0.1 150 7.0
111A 8.0 5.6 14.97 na 21.67 0.1 150 7.0
111 10.667 14.96 na
112 10.667 15.15 na
113 10.667 16.15 na
114 10.667 16.17 na
115 10.667 16.19 na
101A 8.0 5.6 15.38 na 21.96 0.1 218 7.0
100A 8.0 5.6 15.15 na 21.8 0.1 218 7.0
100 10.667 15.14 na
101 10.667 15.38 na
102 10.667 16.19 na
8 10.667 16.26 na
9 10.667 16.39 na
10 10.667 16.5 na
11 10.667 16.72 na
12 10.667 16.81 na
TOR 10.667 16.88 na
BOR 1.0 22.16 na
BKFL 0.0 23.73 na
HOSE 0.0 29.79 na 100.0
TEST 0.0 29.97 na
The maximum velocity is 13.26 and it occurs in the pipe between nodes 107 and 115
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
6ende modl
'ta RE SPRRI KLER h� 'tg
A//
Fire Protection by Computer Design
bender&modlin FIRE SPRINKLER
170-G College Drive
Orange Park, FL 32065
(904)298-2637
FILE COPY -
Job Name NAS Fleet Landing Nancy SSU Attic AREA#1
Building NANCY BLDG
Location AT FLEET LANDING,Atlantic Beach, FL 32233
System 1
Contract
Data File NAS Fleet Landing Nancy Attic 1950 GRV.WX2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
bender& modlin FIRE SPRINKLER Page 1
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hydraulic Design Information Sheet
Name - NAS Fleet Landing Attic Area #1 Date - 5/15/2014
Location - AT FLEET LANDING, Atlantic Beach, FL 32233
Building - NANCY BLDG System No. - 1
Contractor - bender & modlin FIRE SPRINKLER INC Contract No. -
Calculated By - Marcel Ardelean Drawing No. - FP-3
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES
Occupancy - ATTIC
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 1950 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - 120 MAX ( ) Dry Model
E Elevation at Highest Outlet - 17'-11" ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5. 6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 541.226 Press Required - 37.583 AT TEST
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/17/2014 Cap. -
T Time of Test - 2:20PM Rated Cap.- Elev.-
E Static Press - 45 @ Press -
R Residual Press - 37 Elev. - Well
Flow - 1021 Proof Flow
S Elevation -
U
P Location -
P
L Source of Information - AHJ / bender & modlin FIRE SPRINKLER INC
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled o Palletized % Rack
M --
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
bender& modlin FIRE SPRINKLER Page 4
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
33A 17.917 5.6 9.63 na 17.38 0.1 120 7.0
32A 17.917 5.6 7.76 na 15.6 0.1 120 7.0
31A 17.917 5.6 7.25 na 15.08 0.1 120 7.0
30A 17.917 5.6 7.0 na 14.82 0.1 120 7.0
29A 17.917 5.6 7.23 na 15.06 0.1 120 7.0
29 17.917 7.81 na
30 17.917 7.86 na
31 17.917 8.12 na
32 17.917 8.38 na
33 17.917 10.39 na
27A 17.917 5.6 10.51 na 18.16 0.1 120 7.0
52A 17.917 5.6 10.16 na 17.85 0.1 120 7.0
51A 17.917 5.6 10.06 na 17.76 0.1 120 7.0
51 17.917 10.85 na
52 17.917 10.95 na
27 17.917 11.33 na
28 17.917 12.62 na
40A 12.583 5.6 11.48 na 18.97 0.1 120 7.0
39A 12.583 5.6 11.16 na 18.71 0.1 120 7.0
38A 0.0 17.19 na
38 12.583 5.6 11.74 na 19.19 0.1 120 7.0
39 12.583 12.03 na
40 12.583 12.37 na
36A 12.583 5.6 12.72 na 19.98 0.1 120 7.0
50A 12.583 5.6 12.6 na 19.88 0.1 120 7.0
50 12.583 13.57 na
36 12.583 13.7 na
37 12.583 14.44 na
42A 10.667 5.6 16.22 na 22.55 0.1 120 7.0
41A 10.667 5.6 16.01 na 22.41 0.1 120 7.0
41 10.667 17.22 na
42 10.667 17.43 na
43 10.667 18.22 na
44 10.667 18.23 na
45 10.667 18.46 na
24 12.583 5.6 12.9 na 20.11 0.1 120 7.0
22A 12.583 5.6 11.23 na 18.76 0.1 120 7.0
55A 12.583 5.6 10.49 na 18.14 0.1 120 7.0
54A 12.583 5.6 9.81 na 17.54 0.1 120 7.0
53A 12.583 5.6 9.71 na 17.45 0.1 120 7.0
53 12.583 10.47 na
54 12.583 10.57 na
55 12.583 11.31 na
22 12.583 12.09 na
23 12.583 14.31 na
4A 11.0 5.6 12.32 na 19.66 0.1 120 7.0
3A 11.0 5.6 11.67 na 19.13 0.1 120 7.0
2A 11.0 5.6 10.96 na 18.54 0.1 120 7.0
1A 11.0 5.6 10.9 na 18.49 0.1 120 7.0
1 11.0 11.75 na
2 11.0 11.81 na
3 11.0 12.56 na
4 11.0 13.27 na
5 11.0 16.1 na
6 10.667 17.81 na
7 10.667 17.83 na
8 10.667 18.6 na
9 10.667 19.08 na
10 10.667 19.49 na
11 10.667 20.25 na
12 10.667 20.59 na
TOR 10.667 20.83 na
BOR 1.0 26.38 na
BKFL 0.0 30.9 na
HOSE 0.0 37.1 na 100.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
bender&modlin FIRE SPRINKLER Page 5
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual -_ - - Req. -_ -
TEST 0.0 37.58 na
The maximum velocity is 15.24 and it occurs in the pipe between nodes 37 and 44
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 6
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ''***"* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
33A 17.38 1.049 E 2.0 0.500 9.632 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
33 17.38 0.1004 0.0 7.500 0.753 Vel = 6.45
0.0
17.38 10.385 K Factor=1 5.39
32A 15.60 1.049 E 2.0 0.500 7.762 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
32 15.6 0.0821 0.0 7.500 0.616 Vel = 5.79
0.0
15.60 8.378 K Factor-= 5.39
31A 15.08 1.049 E 2.0 4.250 7.251 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
31 15.08 0.0772 0.0 11.250 0.868 Vel = 5.60
0.0
15.08 8.119 K Factor= 5.29
30A 14.82 1.049 E 2.0 4.500 7.000 K Factor=5.60
to 120.0 T 5.0 7.000 0.0
30 14.82 0.0747 0.0 11.500 0.859 Vel= 5.50
0.0
14.82 7.859 K Factor= 5.29_______
29A 15.06 1.049 E 2.0 0.500 7.231 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
29 15.06 0.0769 0.0 7.500 0.577 Vel = 5.59
29 0.0 1.61 0.0 5.333 7.808
to 120.0 0.0 0.0 0.0
30 15.06 0.0096 0.0 5.333 0.051 Vel = 2.37
30 14.81 1.61 0.0 7.667 7.859
to 120.0 0.0 0.0 0.0
_31 29.87 0.0339 0.0 7.667 0.260 Vel = 4.71
31 15.08 1.61 0.0 3.583 8.119
to 120.0 0.0 0.0 0.0
32 _ 44.95 0.0723 0.0 3.583 0.259 Vel = 7.08
32 15.61 1.61 T 8.0 8.000 8.378
to 120.0 0.0 8.000 0.0
33 _60.56_ 0.1254 0.0 16.000 2.007 Vel = 9.54
33 17.38 1.61 T 8.0 3.167 10.385
to 120.0 0.0 8.000 0.0
28 77.94 0.2001 0.0 11.167 2.234 Vel= 12.28 _
0.0
_ 77.94 _ 12.619 K Factor= 21.94
27A 18.16 1.049 E 2.0 0.500 10.511 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
_ 27 18.16 0.1088 0.0 7.500 0.816 Vel = 6.74
0.0 7 K 11.32Factor= 5.40
_ 18.16 _ _ _ _ - -
52A 17.85 1.049 E 2.0 0.500 10.160 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
52 17.85 0.1055 0.0 7.500 0.791 Vel = 6.63
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 7
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *''**** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
17.85 10.951 K Factor= 5.39
51A 17.76 1.049 E 2.0 0.500 10.064 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
51 17.76 0.1045 0.0 7.500 0.784 Vel= 6.59
51 0.0 1.61 0.0 8.000 10.848
to 120.0 0.0 0.0 0.0
52 17.76 0.0129 0.0 8.000 0.103 - Vel = 2.80
52 17.86 1.61 0.0 8.000 10.951
to 120.0 0.0 0.0 0.0
27 35.62 0.0470 0.0 8.000 0.376 Vel = 5.61
27 18.15 1.61 T 8.0 4.833 11.327
to 120.0 0.0 8.000 0.0
28 53.77 0.1007 0.0 12.833 1.292 Vel = 8.47
28 77.94 2.067 T 10.0 7.250 12.619
to 120.0 0.0 10.000 3.140
45 131.71 0.1564 0.0 17.250 2.698 vel = 12.59
0.0
131.71 18.457 K Factor= 30.66
40A 18.98 1.049 E 2.0 0.500 11.481 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
40 18.98 0.1181 0.0 7.50 0.886 Vel = 7.05
0.0
18.98 12.367 K Factor= 5.40 -
39A 18.71 1.049 E 2.0 0.500 11.163 K Factor=5.60
to 120.0 T 5.0 7.000 0.0
39 18.71 0.1151 - 0.0 7.500 _ 0.863 Vel = 6.95 -
0.0
18.71 _ 12.026 K Factor= 5.40
38A 0.0 1.049 0.0 0.500 17.193
to 120.0 0.0 0.0 -5.450
38 0.0 0.0020 0.0 0.500 0.001 Vel = 0
38 19.19 1.682 E 4.95 8.500 11.744 K Factor= 5.60
to 120.0 T 9.9 14.850 0.0
39 19.19 0.0121 0.0 23.350 0.282 Vel = 2.77
39 18.71 1.682 0.0 8.000 12.026
to 120.0 0.0 0.0 0.0
40 37.9 _ 0.0426 0.0- 8.000 0.341 Vel = 5.47
40 18.98 1.682 2T 19.799 3.167 12.367
to 120.0 0.0 19.799 0.0
37 56.88 0.0903 0.0 22.966 2.073 Vel = 8.21
0.0
_ 56.88 14.440 K Factor= 14.97
36A 19.98 1.049 E 2.0 0.500 12.723 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
36 19.98 0.1299 0.0 7.500 0.974 Vel = 7.42
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 8
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
19.98 13.697 K Factor= 5.40
50A 19.88 1.049 E 2.0 0.500 12.604 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
50 19.88 0.1287 0.0 7.500 0.965. Vel = 7.38
50 0.0 1.61 0.0 8.000 13.569
to 120.0 0.0 0.0 0.0
36 19.88 _ 0.0160 0.0 8.000 _ 0.128 Vel = 3.13
36 19.98 1.61 T 8.0 4.833 13.697
to 120.0 0.0 8.000 0.0
37 39.86 0.0579 0.0 12.833 0.743 Vel = 6.28
37 56.87 1.61 T 8.0 1.917 14.440
to 120.0 0.0 8.000 0.830
44 96.73 0.2983 0.0 9.917 2.958 Vel= 15.24
0.0
96.73 18.228 K Factor= 22.66
42A 22.55 1.049 E 2.0 0.500 16.216 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
42 22.55 0.1625 0.0 7.500 1.219 Vel = 8.37
0.0
22.55 17.435 K Factor= 5.40
41A 22.41 1.049 E 2.0 0.500 16.013 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
41 22.41 0.1607 0.0 7.500 1.205 Vel = 8.32
41 0.0 1.682 E 4.95 8.500 17.218
to 120.0 0.0 4.950 0.0
42 22.41 0.0161 0.0 13.450 0.2117 Vel = 3.24
42 22.55 1.682 T 9.9 3.500 17.435
to 120.0 0.0 9.900 0.0
43 44.96 0.0584_ 0.0 13.400 0.783 Vel = 6.49
43 0.0 3.26 0.0 4.583 18.218
to 120.0 0.0 0.0 0.0
44 44.96 0.0022 _ 0.0 4.583 _ 0.010 Vel = 1.73 _
44 96.73 3.26 0.0 11.750 18.228
to 120.0 0.0 0.0 0.0
45 141.69_ 0.0195 0.0 11.750 0.229 Vel = 5.45
45 131.71 3.26 0.0 2.167 18.457
to 120.0 0.0 0.0 0.0
8 273.4 0.0655 0.0 2.167 0.142 Vel= 10.51
0.0 18.599 K Factor= 63.39
273.40 - - -
24 20.11 1.049 E 2.0 3.667 12.902 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
23 20.11 0.1315 0.0 10.667 1.403 Vel = 7.47 _
0.0 14.305 K Factor= 5.32
20.11
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 9
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
22A 18.76 1.049 E 2.0 0.500 11.227 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
22 18.76 0.1156 0.0 7.500 0.867 Vel--= 6.96
0.0
18.76 12.094 K Factor= 5.39
55A 18.14 1.049 E 2.0 0.500 10.492 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
55 18.14 0.1085 0.0 7.500 0.814 Vel-= 6.73
0.0
18.14 11.306 K Factor= 5.39
54A 17.54 1.049 E 2.0 0.500 9.806 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
54 17.54 0.1020 0.0 7.500 0.765 Vel =-6.51
0.0
17.54 10.571 K Factor= 5.39
53A 17.45 1.049 E 2.0 0.500 9.712 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
53 17.45 0.1012 0.0 7.500_ 0.759 Vel = 6.48
53 0.0 1.61 0.0 8.000 10.471
to 120.0 0.0 0.0 0.0
54 17.45 0.0125 0.0 8.000 0.100 Vel = 2.75
54 17.54 1.61 2E 8.0 8.167 10.571
to 120.0 0.0 8.000 0.0
55 34.99 0.0455 0.0 16.167 0.735 Vel = 5.51
55 18.14 1.61 0.0 8.000 11.306
to 120.0 0.0 0.0 0.0
22 53.13_ 0.0985 ---,0.0--- 8.000 0.788 Vel = 8.37
22 18.76 1.61 T 8.0 4.833 12.094
to 120.0 0.0 8.000 0.0
23 71.89 0.1723 0.0 12.833 2.211 Vel = 11.33
23 20.12 1.61 T 8.0 1.917 14.305
to 120.0 0.0 8.000 0.830
7 92.01 0.2720 0.0 9.917 2.697 Vel = 14.50
0.0
92.01 17.832 K Factor= 21.79
4A 19.66 1.049 E 2.0 0.500 12.324 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
4 19.66 0.1261 0.0 7.500 0.946 Vel = 7.30
0.0
19.66 13.270 K Factor= 5.40
3A 19.13 1.049 E 2.0 0.500 11.666 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
3 _ 19.13 0.1197 0.0 7.500 0.898 - Vel = 7.10
0.0 12.564 K Factor= 5.40
19.13 - - - - - -
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 10
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ** ""** Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
2A 18.54 1.049 E 2.0 0.500 10.965 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
2 18.54 0.1131 0.0 7.500 0.848 Vel = 6.88
0.0
18.54 11.813 K Factor,= 5.39
1A 18.49 1.049 E 2.0 0.500 10.903 K Factor= 5.60
to 120.0 T 5.0 7.000 0.0
1 18.49 0.1125 0.0 7.500 0.844 Vel = 6.86
1 0.0 1.682 0.0 5.833 11.747
to 120.0 0.0 0.0 0.0
2 18.49 0.0113 0.0 5.8_33 0.066 Vel = 2.67
2 18.54 1.682 2E 9.9 8.500 11.813
to 120.0 0.0 9.900 0.0
3 37.03 0.0408 0.0 18.400 0.751 Vel = 5.35
3 19.13 1.682 0.0 8.000 12.564
to 120.0 0.0 0.0 0.0
4 56.16 0.0882 0.0 8.000 0.706 Vel =-8.11
4 19.66 1.682 T 9.9 8.500 13.270
to 120.0 0.0 9.900 0.0
5 75.82 0.1536 0.0 18.400 2.826 Vel = 10.95
5 0.0 1.682 T 9.9 0.333 16.096
to 120.0 0.0 9.900 0.144
6 75.82 0.1537 _ 0.0 10.233 1.573 Vel = 10.95
6 0.0 3.26 0.0 3.083 17.813
to 120.0 0.0 0.0 0.0
7 75.82 0.0062 0.0 3.083 0.019 Vel = 2.91
7 92.01 3.26 T 20.159 8.667 17.832
to 120.0 0.0 20.159 0.0
8 167.83 0.0266 0.0 28.826 0.767 Vel =-6.45
8 273.40 6.357 T 37.72 40.583 18.599
to 120.0 0.0 37.720 0.0
9 441.23 0.0062 0.0 78.303 0.482 Vel = 4.46
9 0.0 6.357 F 8.801 57.917 19.081
to 120.0 0.0 8.801 0.0
10 441.23 0.0062 0.0 66.718 _ 0.411 Vel = 4.46
10 0.0 6.357 2F 17.603 68.500 19.492
to 120.0 T 37.72 55.323 0.0
11 441.23 0.0062 0.0 123.823 0.763 Vel = 4.46
11 0.0 6.357 T 37.72 17.083 20.255
to 120.0 0.0 37.720 0.0
12 441.23 0.0061 0.0 54.803 -0.337 Vel = 4.46
12 0.0 6.357 E 17.603 20.833 20.592
to 120.0 0.0 17.603 0.0
TOR 441.23 0.0062 0.0 38.436 0.237 Vel-= 4.46
TOR 0.0 6.357 A 33.948 12.000 20.829
to 120.0 B 12.573 46.521 5.187 Fixed Loss= 1
BOR 441.23 0.0062 Fsp 0.0 58.521 0.360 Vel = 4.46
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 11
NAS Fleet Landing Nancy SSU Attic AREA#1 Date 5/15/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv "*"'''' Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BOR 0.0 6.09 3E 64.749 716.417 26.376
to 150.0 3F 32.374 97.123 0.433
BKFL 441.23 0.0050 0.0 813.54014.086 Vel =--4.86
BKFL 0.0 6.09 0.0 40.167 30.895
to 150.0 0.0 0.0 6.000 *' Fixed Loss=6
HOSE 441.23 0.0050 0.0 40.167 _ _ 0.202 Vel = 4.86
HOSE 100.00 6.09 T 46.249 20.083 37.097 Qa= 100
to 150.0 0.0 46.249 0.0
TEST 541.23 0.0073 0.0 66.332 0.486 Vel = 5.96
0.0
541.23 37.583 K Factor= 88.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
6ende modlin
SPRNKLER, IN
A//
Fire Protection by Computer Design
bender& modlin FIRE SPRINKLER
170-G College Drive
Orange Park, FL 32065
(904)298-2637
Job Name NAS Fleet Landing Nancy OFFICE AREA#2
Building NANCY BLDG
Location AT FLEET LANDING,Atlantic Beach, FL 32233
System 1
Contract
Data File NAS Fleet Landing Nancy 1st FL 950 GRV.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
bender&modlin FIRE SPRINKLER Page 1
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Hydraulic Design Information Sheet
Name - NAS Fleet Landing Office Area #2 Date - 4/10/2014
Location - AT FLEET LANDING, Atlantic Beach, FL 32233
Building - NANCY BLDG System No. - 1
Contractor - bender & modlin FIRE SPRINKLER INC Contract No. -
Calculated By - Marcel Ardelean Drawing No. - FP-2
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES
Occupancy -
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 950 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - 225 MAX ( ) Dry Model
E Elevation at Highest Outlet - 10'-9" ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - 320.860 Press Required - 29.972 AT TEST
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 1/17/2014 Cap. -
T Time of Test - 2:20PM Rated Cap.- Elev.-
E Static Press - 45 @ Press -
R Residual Press - 37 Elev. - Well
Flow - 1021 Proof Flow
S Elevation -
U _
P Location -
P
L Source of Information - AHJ / bender & modlin FIRE SPRINKLER INC
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled o Palletized o Rack
M _ —
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 C -
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
bender& modlin FIRE SPRINKLER Page 4
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
D001 0.0 5.6 7.0 na 14.82 0.1 45 7.0
106A 8.0 5.6 11.13 na 18.68 0.1 80 7.0
105A 8.0 5.6 10.68 na 18.3 0.1 80 7.0
103A 8.0 5.6 10.45 na 18.11 0.1 80 7.0
103 10.667 10.23 na
104 10.667 K=K @ EQ01 10.28 na 17.25
105 10.667 10.47 na
106 10.667 10.96 na
107 10.667 K=K @ EQ01 13.09 na 19.47
109 10.667 K=K @ EQ01 15.07 na 20.89
110 10.667 K=K @ EQ01 15.12 na 20.93
112A 8.0 5.6 15.15 na 21.8 0.1 150 7.0
111A 8.0 5.6 14.97 na 21.67 0.1 150 7.0
111 10.667 14.96 na
112 10.667 15.15 na
113 10.667 16.15 na
114 10.667 16.17 na
115 10.667 16.19 na
101A 8.0 5.6 15.38 na 21.96 0.1 218 7.0
100A 8.0 5.6 15.15 na 21.8 0.1 218 7.0
100 10.667 15.14 na
101 10.667 15.38 na
102 10.667 16.19 na
8 10.667 16.26 na
9 10.667 16.39 na
10 10.667 16.5 na
11 10.667 16.72 na
12 10.667 16.81 na
TOR 10.667 16.88 na
BOR 1.0 22.16 na
BKFL 0.0 23.73 na
HOSE 0.0 29.79 na 100.0
TEST 0.0 29.97 na
The maximum velocity is 13.26 and it occurs in the pipe between nodes 107 and 115
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 5
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *"**''* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D001 14.82 1.049 T 5.0 2.750 7.000 K Factor= 5.60
to 120.0 0.0 5.000 0.0
EQ01 14.82 0.0747 0.0 7.750 0.579 Vel--= 5.50
-- 0.0
14.82 _ 7.579 K Factor= 5.38
106A 18.68 1.049 E 2.0 1.583 11.131 K Factor= 5.60
to 120.0 T 5.0 7.000 -1.155
106 18.68 0,1146 0.0 8.583 0.984 vel = 6.93
0.0
18.68 10.960 K Factor= 5.64
105A 18.30 1.049 E 2.0 1.583 10.681 K Factor= 5.60
to 120.0 T 5.0 7.000 -1.155
105_ 18.3 0.1105 0.0 8.583 0.948 Vel = 6.79
0.0
18.30 10.474 K Factor= 5.65
103A 18.11 1.049 E 2.0 1.583 10.453 K Factor= 5.60
to 120.0 T 5.0 7.000 -1.155
103 18.11 0.1084 0.0 8.583 0.930 Vel = 6.72
103 0.0 1.682 0.0 4.583 10.228
to 120.0 0.0 0.0 0.0
104 18.11 0.0107 0.0 4.583 0.049 Vel = 2.61
104 17.25 1.682 0.0 5.250 10.277 K Factor @ node EQ01
to 120.0 0.0 0.0 0.0
105 35.36 0.0375 0.0 5.250 0.197 Vel = 5.11
105 18.30 1.682 0.0 6.000 10.474
to 120.0 0.0 0.0 0.0
106 53.66 0.0810 0.0 6.000 0.486 Vel = 7.75
106 18.68 1.682 T 9.9 5.250 10.960
to 120.0 0.0 9.900 0.0
107 72.34 0.1409 0.0 15.150 2.134 Vel = 10.45
107 19.48 1.682 T 9.9 4.250 13.094 K Factor @ node EQ01
to 120.0 0.0 9.900 0.0
115 _91.82 0.2189 0.0 _14.150 _ 3.098 -Vel = 1326
0.0 16.192 K Factor= 22.82
- - --
109 20.89 1.682 0.0 3.750 15.067 K Factor @ node EQ01
to 120.0 0.0 0.0 0.0
110 20.89 0.0141_ 0.0 3.750 0.053 _ Vel = 3.02
110 20.93 1.682 T 9.9 10.583 15.120 K Factor @ node EQ01
to 120.0 0.0 9.900 0.0
114 41.82 0.0511 0.0 20.483 1.047 Vel = 6.04
0.0
_41.82 16.167 K Factor= 10.40
_ - - --
112A 21.80 1.049 E 2.0 0.583 15.149 K Factor= 5.60
to 120.0 T 5.0 7.000 -1.155
112 21.8 0.1526 0.0 7.583 1.157 Vel = 8.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 6
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
21.80 15.151 K Factor= 5.60
111A 21.67 1.049 E 2.0 0.583 14.970 K Factor=5.60
to 120.0 T 5.0 7.000 -1.155
111 21.67 0.1509 0.0 7.583 1.144 Vel-= 8.04
111 0.0 1.682 0.0 12.667 14.959
to 120.0 0.0 0.0 0.0
112 21.67 0.0152 0.0 12.667 0.192 Vel = 3.13
112 21.79 1.682 T 9.9 8.333 15.151
to 120.0 0.0 9.900 0.0
113 43.46 0.0548 0.0 18.233 1.000 Vel = 6.28 -_
113 0.0 3.26 0.0 7.083 16.151
to 120.0 0.0 0.0 0.0
114 43.46 0.002.3 0.0 7.083 0.016 Vel = 1.67
114 41.82 3.26 0.0 3.333 16.167
to 120.0 0.0 0.0 0.0
115 85.28 0.007.5 0.0 3.333 0.025 Vel = 3.28
115 91.82 3.26 0.0 2.167 16.192
to 120.0 0.0 0.0 0.0
8 177.1 0.0295 0.0 2.167 0.064 Vel = 6.81
0.0
177.10 16.256 K Factor= 43.92
101A 21.96 1.049 E 2.0 0.500 15.379 K Factor= 5.60
to 120.0 T 5.0 7.000 -1.155
101 21.96 0.1547 0.0 7.500 1.160 Vel =-8.15
0.0
21.96 _ 15.384 K Factor= 5.60
100A 21.80 1.049 E 2.0 0.500 15.154 K Factor= 5.60
to 120.0 T 5.0 7.000 -1.155
100 21.8 0.1527 0.0 7.500 1.145 Vel = 8.09
100 0.0 1.682 0.0 15.667 15.144
to 120.0 0.0 0.0 0.0
101 _ _ 21.8 0.0153 0.0 15.667 0.240 Vel = 3.15
101 21.96 1.682 2E 9.9 4.667 15.384
to 120.0 0.0 9.900 0.0
102 43.76 0.0555 0.0 14.567 0.809 Vel = 6.32
102 0.0 3.26 T 20.159 8.000 16.193
to 120.0 0.0 20.159 0.0
8 _43.76 0.0022 0.0 28.159 _ 0.063 Vel = 1.68
8 177.10 6.357 T 37.72 40.583 16.256
to 120.0 0.0 37.720 0.0
9 220.86 0.0017 0.0 78.303 0.134 _ Vel = 2.23
9 0.0 6.357 F 8.801 57.917 16.390
to 120.0 0.0 8.801 0.0
10 220.86 0.0017 0.0 66.718 0.114 Vel = 2.23 -
10 0.0 6.357 2F 17.603 68.500 16.504
to 120.0 T 37.72 55.323 0.0
11 220.86 0.0017 0.0 123.823 0.212 Vel = 2.23
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 7
NAS Fleet Landing Nancy OFFICE AREA#2 Date 4/10/2014
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
11 0.0 6.357 T 37.72 17.083 16.716
to 120.0 0.0 37.720 0.0
12 220.86 0.0017 0.0 54.803 0.094 Vel = 2.23
12 0.0 6.357 E 17.603 20.833 16.810
to 120.0 0.0 17.603 0.0
TOR 220.86 0.0017 0.0 38.436 0.066 Vel = 2.23
TOR 0.0 6.357 A 33.948 12.000 16.876
to 120.0 B 12.573 46.521 5.187 ** Fixed Loss= 1
BOR 220.86 0.0017 Fsp 0.0 58.521 0.099 Vel = 2.23
BOR 0.0 6.09 3E 64.749 716.417 22.162
to 150.0 3F 32.374 97.123 0.433
BKFL 220.86 0.0014 0.0 813.540 1.136 Vel= 2.43
BKFL 0.0 6.09 0.0 40.167 23.731
to 150.0 0.0 0.0 6.000 ** Fixed Loss=6
HOSE 220.86 0.0014 0.0 40.167 0.056 Vel = 2.43
HOSE 100.00 6.09 T 46.249 20.083 29.787 Qa= 100
to 150.0 0.0 46.249 0.0
TEST320.86 0.0028 0.0 66.332 0.185 Vel= 3.53
0.0
320.86 29.972 K Factor= 58.61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assign by,th�e Buildin Department.)
800 Seminole Road �t7'/ 7Q
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845 Z
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
.
�Iod N&t✓c
Property Address: *Dertment review required Yes No
Applicant: XA %'� jl rng &Zoning
Tree Administrator
Project: / Public Works
Public Utilities
Public Safety
ire Services
�i,
Review or Receipt Date
Other Agency Review or Permit Required of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [Approved. ❑Denied.
(Circle one.) Comments:
BUILDIN
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
MECHANICAL PERMIT APPLIC �, :'ION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233 `�
Ph(904) 247-5826 Fax (904) 247-5845 `�jj'1� /N9
OB ADDRESS: ?_)v V_D d PERMIT# 5 7
PROJECT VALUE $ ARI# REQUIRED
_Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
TEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
tEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
'IRE PREVENTION
Fire Sprinkler System Quantity _ 0 (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
'IRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers _ BTU's
Elevators/Escalators
►LL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters Solar Collection Syst:,c is
Tanks (gallons)
Wells
)THER:
;rmit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
is application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or
)t. The permit does not give authority
to violate
the provisions of any other state or local law regulation colistruction or the performance of construction.
ANAL roperty Owners Name NAL C-eWV ,.Viii( ,�, 0,42- ___Phone Number Q,q' 9q 00
lechanical Company �J6�ai5� i'►
4- �+-+ PC- S%i NKt-k-2i Office Phones q 1yM' Etc �Qq-2W-3i00
o. Address: 1 70 , G7 691 t-lK. City - PARK State FL- Zip 32C(05
icense Holder(Print): 0, AlL"'/v t N Sta e cat egistration#S?_D0�.�' I f�
'otarized Signature of License Holder
�,s Before me thI qday of ! f 1_ 20 4
:`".:,• KELLY B.HAWKINS --- AlMY COMMISSION FF 049934 /�
EXPIRES:October 19,2017
14,4 ,0F� e Bor*d Thru Budget Notary Services
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assign by the B'I ing Department.)
800 Seminole Road y
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: Z
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 0 Deartment review required Yes No
' i
Applicant: %✓ 46M r Planning & Zoning
Tree Ab " °,istrator
Project: 4wthjf�
Public Works
Public Utilities
Public Safet
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Recei►:t Date
of Permit Verified
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: ._. Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denir
Comments:
Reviewed by: Date:
Revised 05/14/09