1 FLEET LANDING FIRE SPRINKLER PERMIT r\,,y r
f_ ✓;;
�s, CITY OF ATLANTIC BEACH
800 SEMINOOAD
j "�' ATLANTIC BEACH,FL LE R 32233
INSPECTION PHONE LINE 247-5814
MECHANICAL FIRE SPRINKLER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
70B INFORMATION:
Job ID: 15-MCHF-561
Job Type: MECHANICAL FIRE PERMIT
Description: FIRE SPRINKLER
Estimated Value:
Issue Date: 4/1/2015
Expiration Date: 1/18/2016
PROPERTY ADDRESS:
Address: 1 FLEET LANDING BLVD
RE Number: 169397-0200
PROPERTY OWNER:
Name: NAVAL CONTINUING CARE
Address: 1 FLEET LANDING BLVD 1 FLEET LANDING BOULEVARD
GENERAL CONTRACTOR INFORMATION:
Name: BENDER & MODLIN FIRE SPRINKLER
Address: 170 -G C COLLEGE DR CHARLES BENDER
Phone: - -
FEES:
Fire Sprinkler System $70.00
State Mech DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Trade Permit Base Fee $55.00
Total Payments: S129.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
V`s\ CITY OF ATLANTIC BEACH
s) 800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
a"<< 904 247-5800
�J13J9�
(904)
Revision Request Sheet
Date: /7y//S----- Received by: Resubmitted: ji Ne. 24(
Permit Number: /,I,C-S"OI Clearance Sheet Number: rA/4\
Original Plans Examiner: I KE Yo,A€J Project Name: /VA.1/, 0„p,V 1 A.)lJt n)C/ CA-RF
Project Address: / /4C,7 Gr4Nbi&k, avp
Contractor: gP7N)QE(2_ 4-AAoOLLAV Contact Name: )64CE EA jt
Contact Phone Number: 9014-Z9 c- 26,37 Contact Fax Number: 90 zc -- 3 goo
Revision/Plan Check/Permit Fee(s)Due:$
Description of Proposed Revision to Existing Permit: nn
Pending Hold: u
11 JUN 2
Structural: _ 41-
Ry AMINO� _
Plumbing:
Mechanical: A '7/Tio tv/ & P44.is rl e,4t s Shbww, ieF- J1 ZEie REAcy10I0✓✓
^>o %//E 4sI7-/c
Electrical:
Misc.:
Additional Increase in Building Value:$ /\ 2 Additional Square Footage: /t
Clearance Sheet/Site Plan Revised: Environmental Health Approval:
By signing below,I(printname) A 0∎E T,-k7F(Z affirm that the above revision is inclusive of the
proposed changes.
0/04-///5r--
Si?: ,ture of Contractor/Agent(Contractor must sign if increase in valuation) Date
Office Use Only
Date: Approved: Rejected: Notified by:
Plan Review Comments:
2Zc
Plans Examinee Date
Created osrosrosato
_ I
bende99modhn
AFIRE SPRINKLER, INCA
\\\\\
REVISION
BP#_IS= MG _ y--41
SIGNED
ç 7 S'`Kc
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. . . Fire Protection by Computer Design
bender& modlin FIRE SPRINKLER
170-G College Drive
Orange Park, FL 32065
(904) 298-2637
Job Name : Fleet Landing-Skilled Nursing Phase#2 Attic Area#1
Building : Skilled Nursing
Location : Fleet Landing
System :
Contract :
Data File : Fleet Landing Skilled Nursing Phase#2 Attic Area#1.WX1
170 66
WA_
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
bender& modlin FIRE SPRINKLER Page 1
Fleet Landing -Skilled Nursing Phase#2 Attic Area#1 Date 4/27/2015
Hydraulic Design Information Sheet
Name - Skilled Nursing BLDG Phase #2 Attic Area #1 Date - 4/27/2015
Location - Fleet Landing
Building - Skilled Nursing System No. -
Contractor - bender & modlin FIRE SPRINKLER INC Contract No. -
Calculated By - Marcel Ardelean Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height -
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 - 1170 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - 120max ( ) Dry Model
E Elevation at Highest Outlet - ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5. 6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
G Hose Allowance - Outside -
N
Note
Calculation Flow Required - 489.1 Press Required - 109.8 at PUMP
Summary C-Factor Used: 120 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 6/11/14 Cap. -
T Time of Test - Rated Cap.- 750 Elev.-
E Static Press - @ Press - 155
R Residual Press - Elev. - Well
Flow - Proof Flow
S Elevation -
U
P Location - Pump Test
P
L Source of Information - L. Daniel Technician
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled $ Palletized g Rack
M
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S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O 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
Fleet Landing -Skilled Nursing Phase#2 Attic Area#1 Date 4/27/2015
I 1%1111 Al
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 20 7.0
D002 0.0 5.6 7.0 na 14.82 0.15 20 7.0
27 18.958 5.6 7.9 na 15.74 0.1 120 7.0
28 18.958 5.6 8.57 na 16.39 0.1 120 7.0
29 18.958 5.6 9.23 na 17.01 0.1 120 7.0
30 18.958 5.6 10.67 na 18.29 0.1 120 7.0
31 18.958 5.6 13.27 na 20.4 0.1 120 7.0
32 18.958 5.6 17.5 na 23.42 0.1 120 7.0
33 18.958 24.73 na
20 15.917 5.6 7.0 na 14.82 0.1 120 7.0
21 15.917 5.6 7.6 na 15.44 0.1 120 7.0
22 15.917 5.6 8.19 na 16.02 0.1 120 7.0
23 15.917 5.6 9.48 na 17.24 0.1 120 7.0
24 15.917 5.6 11.8 na 19.24 0.1 120 7.0
25 15.917 5.6 15.59 na 22.11 0.1 120 7.0
26 15.917 24.27 na
9 11.0 34.41 na
2A 10.25 5.6 9.08 na 16.87 0.1 120 7.0
1 11.0 5.6 9.43 na 17.2 0.1 120 7.0
2 11.0 9.97 na
3 11.0 5.6 10.2 na 17.89 0.1 120 7.0
3B 11.0 5.6 10.85 na 18.45 0.1 120 7.0
4 11.0 5.6 13.66 na 20.7 0.1 120 7.0
5 11.0 5.6 16.35 na 22.64 0.1 120 7.0
6 11.0 5.6 23.18 na 26.96 0.1 120 7.0
7 11.0 5.6 33.29 na 32.31 0.1 120 7.0
8 11.0 33.93 na
10 11.0 34.41 na
11 11.0 34.69 na
12 11.0 35.04 na
13 11.0 88.18 na
TOR 11.0 92.8 na
BOR 3.0 105.62 na
UG1 0.0 108.41 na 100.0
PUMP 0.0 109.83 na
The maximum velocity is 30.18 and it occurs in the pipe between nodes 6 and 7
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 5
Fleet Landing -Skilled Nursing Phase#2 Attic Area#1 Date 4/27/2015
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 E 2.0 1.000 7.000 K Factor= 5.60
to 120.0 0.0 2.000 0.0
EQ01 14.82 0.0747 0.0 3.000 0.224 Vel = 5.50
0.0
14.82 7.224 K Factor= 5.51
D002 14.82 1.049 T 5.0 1.000 7.000 K Factor= 5.60
to 120.0 0.0 5.000 0.0
EQ02 14.82 0.0747 0.0 6.000 0.448 Vel = 5.50
0.0
14.82 7.448 K Factor= 5.43
27 15.74 1.049 0.0 8.000 7.901 K Factor= 5.60
to 120.0 0.0 0.0 0.0
28 15.74 0.0835 0.0 8.000 0.668 Vel = 5.84
28 16.39 1.38 0.0 8.000 8.569 K Factor= 5.60
to 120.0 0.0 0.0 0.0
29 32.13 0.0822 0.0 8.000 0.658 Vel = 6.89
29 17.01 1.38 0.0 8.000 9.227 K Factor= 5.60
to 120.0 0.0 0.0 0.0
30 49.14 0.1806 0.0 8.000 1.445 Vel = 10.54
30 18.30 1.38 0.0 8.000 10.672 K Factor= 5.60
to 120.0 0.0 0.0 0.0
31 67.44 0.3242 0.0 8.000 2.594 Vel = 14.47
31 20.40 1.38 0.0 8.000 13.266 K Factor= 5.60
to 120.0 0.0 0.0 0.0
32 87.84 0.5288 0.0 8.000 4.230 Vel = 18.84
32 23.42 1.38 0.0 8.833 17.496 K Factor= 5.60
to 120.0 0.0 0.0 0.0
33 111.26 0.8187 0.0 8.833 7.232 Vel = 23.87
33 0.0 1.38 0.0 7.958 24.728
to 120.0 0.0 0.0 3.447
11 111.26 0.8188 0.0 7.958 6.516 Vel = 23.87
0.0
111.26 34.691 K Factor= 18.89
20 14.82 1.049 0.0 8.000 7.000 K Factor= 5.60
to 120.0 0.0 0.0 0.0
21 14.82 0.0748 0.0 8.000 0.598 Vel = 5.50
21 15.43 1.38 0.0 8.000 7.598 K Factor= 5.60
to 120.0 0.0 0.0 0.0
22 30.25 0.0735 0.0 8.000 0.588 Vel = 6.49
22 16.02 1.38 0.0 8.000 8.186 K Factor= 5.60
to 120.0 0.0 0.0 0.0
23 46.27 0.1616 0.0 8.000 1.293 Vel = 9.93
23 17.25 1.38 0.0 8.000 9.479 K Factor= 5.60
to 120.0 0.0 0.0 0.0
24 63.52 0.2902 0.0 8.000 2.322 Vel = 13.63
24 19.23 1.38 0.0 8.000 11.801 K Factor= 5.60
to 120.0 0.0 0.0 0.0
25 82.75 0.4735 0.0 8.000 3.788 Vel= 17.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 6
Fleet Landing -Skilled Nursing Phase#2 Attic Area#1 Date 4/27/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *"*"*** Notes """"`
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
25 22.11 1.38 E 3.0 8.833 15.589 K Factor= 5.60
to 120.0 0.0 3.000 0.0
26 104.86 0.7338 0.0 11.833 8.683 Vel= 22.49
26 0.0 1.38 T 6.0 4.917 24.272
to 120.0 0.0 6.000 2.130
10 104.86 0.7338 0.0 10.917 8.011 Vel= 22.49
0.0
104.86 34.413 K Factor= 17.88
9 161.22 2.635 6E 49.423 598.500 34.411
to 120.0 6T 98.845 172.979 0.0
13 161.22 0.0697 6F 24.711 771.479 53.766 Vel= 9.49
0.0
161.22 88.177 K Factor= 17.17
2A 16.87 1.049 2T 10.0 2.792 9.080 K Factor= 5.60
to 120.0 0.0 10.000 -0.325
2 16.87 0.0951 0.0 12.792 1.216 Vel= 6.26
0.0
16.87 _ 9.971 K Factor= 5.34
1 17.20 1.049 0.0 5.458 9.433 K Factor= 5.60
to 120.0 0.0 0.0 0.0
2 17.2 0.0986 0.0 5.458 0.538 Vel= 6.39
2 16.87 1.38 0.0 2.542 9.971
to 120.0 0.0 0.0 0.0
3 34.07 0.0917 0.0 2.542 0.233 Vel = 7.31
3 17.89 1.38 0.0 3.250 10.204 K Factor=5.60
to 120.0 0.0 0.0 0.0
3B 51.96 0.2000 0.0 3.250 0.650 Vel= 11.15
3B 18.45 1.38 0.0 8.000 10.854 K Factor= 5.60
to 120.0 0.0 0.0 0.0
4 70.41 0.3512 0.0 8.000 2.810 Vel = 15.10
4 20.70 1.38 0.0 4.750 13.664 K Factor= 5.60
to 120.0 0.0 0.0 0.0
5 91.11 0.5659 0.0 4.750 2.688 Vel= 19.54
5 22.65 1.38 0.0 8.000 16.352 K Factor=5.60
to 120.0 0.0 0.0 0.0
6 113.76 0.8531 0.0 8.000 6.825 Vel= 24.40
6 26.96 1.38 0.0 8.000 23.177 K Factor= 5.60
to 120.0 0.0 0.0 0.0
7 140.72 1.2644 0.0 8.000 10.115 Vel = 30.18
7 32.31 2.635 0.0 8.000 33.292 K Factor=5.60
to 120.0 0.0 0.0 0.0
8 173.03 0.0794 0.0 8.000 0.635 Vel= 10.18
8 0.0 2.635 0.0 6.083 33.927
to 120.0 0.0 0.0 0.0
9 173.03 0.0796 0.0 6.083 0.484 Vel= 10.18
9 -161.22 2.635 0.0 4.750 34.411
to 120.0 0.0 0.0 0.0
10 11.81 0.0004 0.0 4.750 0.002 Vel = 0.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 7
Fleet Landing -Skilled Nursing Phase#2 Attic Area#1 Date 4/27/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
10 104.86 2.635 0.0 7.250 34.413
to 120.0 0.0 0.0 0.0
11 116.67 0.0383 0.0 7.250 0.278 Vel = 6.86
11 111.26 2.635 0.0 2.625 34.691
to 120.0 0.0 0.0 0.0
12 227.93 0.1322 0.0 2.625 0.347 Vel = 13.41
12 0.0 2.635 4F 16.474 311.208 35.038
to 120.0 4T 65.897 90.608 0.0
13 227.93 0.1322 E 8.237 4.01.816 53.139 Vel = 13.41
13 161.22 3.26 E 9.408 27.250 88.177
to 120.0 0.0 9.408 0.0
TOR 389.15 0.126.2 0.0 36.658 4.626 Vel = 14.96
TOR 0.0 3.26 A 28.895 8.000 92.803
to 120.0 B 13.44 42.335 6.465 ** Fixed Loss= 3
BOR 389.15 0.1262 Fsp 0.0 50.335 6.351 Vel = 14.96
BOR 0.0 4.26 T 26.334 4.000 105.619
to 120.0 E 13.167 39.501 1.299
UG1 389.15 0.0343 0.0 43.501 1.492 Vel = 8.76
UG1 100.00 8.27 3E 85.404 800.000 108.410 Qa= 100
to 140.0 2F 28.468 113.872 0.0
PUMP 489.15 0.0016 0.0 913.872 1.422 Vel= 2.92
0.0
489.15 109.832 K Factor= 46.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
bender,4' \mod1in
�'',BFIRE SPRIT KLER, I�JC 1
/'I \`\`\
Fire Protection by Computer Design
bender& modlin FIRE SPRINKLER
170-G College Drive
Orange Park, FL 32065
(904)298-2637
Job Name : Fleet Landing -Skilled Nursing Phase#2 Attic Area#2
Building : Skilled Nursing
Location : Fleet Landing
System :
Contract :
Data File : Fleet Landing Skilled Nursing Phase#2 Attic Area#2.WX2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
bender& modlin FIRE SPRINKLER Page 1
Fleet Landing-Skilled Nursing Phase#2 Attic Area#2 Date 4/27/2015
Hydraulic Design Information Sheet
Name - Skilled Nursing BLDG Phase #2 Attic Area #2 Date - 4/27/2015
Location - Fleet Landing
Building - Skilled Nursing System No. -
Contractor - bender & modlin FIRE SPRINKLER INC Contract No. -
Calculated By - Marcel Ardelean Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height -
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 - 1170 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make
D Area Per Sprinkler - 120max ( ) Dry Model
E Elevation at Highest Outlet - ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
G Hose Allowance - Outside -
N
Note
Calculation Flow Required - 370.5 Press Required - 63.9 at PUMP
Summary C-Factor Used: 120 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 6/11/14 Cap. -
T Time of Test - Rated Cap.- 750 Elev.-
E Static Press - @ Press - 155
R Residual Press - Elev. - Well
Flow - Proof Flow
S Elevation -
U
P Location - Pump Test
P
L Source of Information - L. Daniel Technician
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled Palletized g Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O 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
Fleet Landing-Skilled Nursing Phase#2 Attic Area#2 Date 4/27/2015
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S002 16.333 5.6 7.0 na 14.82 0.1 120 7.0
136 16.333 5.6 12.33 na 19.67 0.1 120 7.0
137 16.333 5.6 11.15 na 18.7 0.1 120 7.0
138 16.333 5.6 11.74 na 19.19 0.1 120 7.0
139 16.333 12.99 na
135A 15.833 K=K @ EQ02 15.63 na 15.49
135 15.25 16.89 na
133 21.5 5.6 7.53 na 15.37 0.1 120 7.0
134 21.5 5.6 8.17 na 16.01 0.1 120 7.0
127 21.5 5.6 7.0 na 14.82 0.1 120 7.0
128 21.5 5.6 7.6 na 15.44 0.1 120 7.0
129 21.5 8.41 na
130 11.625 19.0 na
131 11.625 19.09 na
132 11.625 19.14 na
123 16.333 5.6 12.49 na 19.79 0.1 120 7.0
124 16.333 5.6 10.91 na 18.5 0.1 120 7.0
125 16.333 5.6 11.78 na 19.22 0.1 120 7.0
126 16.333 13.0 na
122A 15.833 K=K @ EQ02 15.56 na 15.45
122 16.333 16.34 na
120 20.167 5.6 7.94 na 15.78 0.1 120 7.0
121 20.167 5.6 8.61 na 16.44 0.1 120 7.0
106 11.625 20.19 na
100 20.167 5.6 7.2 na 15.02 0.1 120 7.0
101 20.167 5.6 7.81 na 15.65 0.1 120 7.0
102 20.167 8.75 na
103 11.625 19.0 na
104 11.625 19.1 na
105 11.625 19.14 na
107 11.625 20.19 na
9 11.0 27.35 na
10 11.0 27.59 na
11 11.0 27.96 na
12 11.0 28.1 na
13 11.0 48.7 na
TOR 11.0 51.07 na
BOR 3.0 60.77 na
UG1 0.0 63.11 na 100.0
PUMP 0.0 63.96 na
The maximum velocity is 13.49 and it occurs in the pipe between nodes 102 and 103
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 5
Fleet Landing-Skilled Nursing Phase#2 Attic Area#2 Date 4/27/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
S002 14.82 1.049 E 2.0 1.000 7.000 K Factor= 5.60
to 120.0 0.0 2.000 7.074
EQ02 14.82 0.0747 0.0 3.000 0.224 Vel = 5.50
0.0
14.82 14.298 K Factor= 3.92
136 19.67 1.049 0.0 5.167 12.334 K Factor= 5.60
to 120.0 0.0 0.0 0.0
139 19.67 0.1262 0.0 5.167 0.652 Vel = 7.30
0.0
19.67 12.986 K Factor= 5.46
137 18.70 1.049 0.0 5.167 11.146 K Factor= 5.60
to 120.0 0.0 0.0 0.0
138 18.7 0.1150 0.0 5.167 0.594 Vel = 6.94
138 19.18 1.38 T 6.0 5.167 11.740 K Factor= 5.60
to 120.0 0.0 6.000 0.0
139 37.88 0.1116 0.0 11.167 1.246 Vel = 8.13
139 19.67 1.38 E 3.0 8.000 12.986
to 120.0 T 6.0 9.000 2.039
132 57.55 0.2418 0.0 17.000 4.111 Vel = 12.34
0.0
57.55 19.136 K Factor= 13.16
135A 15.49 1.049 E 2.0 5.417 15.635 K Factor @ node EQ02
to 120.0 T 5.0 7.000 0.252
135 15.49 0.0812 0.0 12.417 1.008 Vel = 5.75
135 0.0 1.38 2E 6.0 17.417 16.895
to 120.0 T 6.0 12.000 1.570
131 15.49 0.0213 0.0 29.417 0.627 Vel = 3.32
0.0
15.49 19.092 K Factor= 3.55
133 15.37 1.049 0.0 8.000 7.531 K Factor= 5.60
to 120.0 0.0 0.0 0.0
134 15.37 0.0800 0.0 8.000 0.640 Vel = 5.71
134 16.01 1.38 0.0 3.000 8.171 K Factor= 5.60
to 120.0 0.0 0.0 0.0
129 31.38 0.0787 0.0 3.000 0.236 Vel = 6.73
0.0
31.38 8.407 K Factor= 10.82
127 14.82 1.049 0.0 8.000 7.000 K Factor= 5.60
to 120.0 0.0 0.0 0.0
128 14.82 0.0748 0.0 8.000 0.598 Vel = 5.50
128 15.43 1.38 T 6.0 5.000 7.598 K Factor= 5.60
to 120.0 0.0 6.000 0.0
129 30.25 0.0735 0.0 11.000 0.809 Vel = 6.49
129 31.38 1.38 E 3.0 14.000 8.407
to 120.0 T 6.0 9.000 4.277
130 61.63 0.2745 0.0 23.000 6.313 Vel = 13.22
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 6
Fleet Landing -Skilled Nursing Phase#2 Attic Area#2 Date 4/27/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
130 0.0 2.635 0.0 8.083 18.997
to 120.0 0.0 0.0 0.0
131 61.63 0.0118 0.0 8.083 0.095 Vel = 3.63
131 15.49 2.635 0.0 2.458 19.092
to 120.0 0.0 0.0 0.0
132 77.12 0.0179 0.0 2.458 0.044 Vel = 4.54
132 57.55 2.635 T 16.474 4.667 19.136
to 120.0 0.0 16.474 0.0
107 134.67 0.0500 0.0 21.141 1.056 Vel = 7.92
0.0
134.67 20.192 K Factor= 29.97
123 19.79 1.049 0.0 4.000 12.488 K Factor= 5.60
to 120.0 0.0 0.0 0.0
126 19.79 0.1278 0.0 4.000 0.511 Vel = 7.35
0.0
19.79 12.999 K Factor= 5.49
124 18.50 1.049 0.0 7.708 10.913 K Factor= 5.60
to 120.0 0.0 0.0 0.0
125 18.5 0.1126 0.0 7.708 0.868 Vel = 6.87
125 19.22 1.38 T 6.0 5.000 11.781 K Factor= 5.60
to 120.0 0.0 6.000 0.0
126 37.72 0.1107 0.0 11.000 1.218 Vel = 8.09
126 19.79 1.38 E 3.0 8.000 12.999
to 120.0 T 6.0 9.000 2.039
105 57.51 0.2415 0.0 17.000 4.106 Vel= 12.34
0.0
57.51 19.144 K Factor= 13.14
122A 15.45 1.049 E 2.0 5.417 15.556 K Factor @ node EQ02
to 120.0 T 5.0 7.000 -0.217
122 15.45 0.0809 0.0 12.417 1.004 Vel = 5.74
122 0.0 1.38 2E 6.0 15.750 16.343
to 120.0 2T 12.0 18.000 2.039
104 15.45 0.0212 0.0 33.750 0.717 Vel = 3.31
0.0
15.45 19.099 K Factor= 3.54
120 15.78 1.049 0.0 8.000 7.943 K Factor= 5.60
to 120.0 0.0 0.0 0.0
121 15.78 0.0840 0.0 8.000 0.672 Vel = 5.86
121 16.44 1.38 0.0 1.583 8.615 K Factor= 5.60
to 120.0 0.0 0.0 0.0
102 32.22 0.08.28 0.0 1.583 0.131 Vel = 6.91
0.0
32.22 8.746 K Factor= 10.89
106 133.93 2.635 5F 20.593 459.917 20.192
to 120.0 3E 24.711 111.201 0.271
13 133.93 0.0495 4T 65.897 571.118 28.242 Vel = 7.88
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender&modlin FIRE SPRINKLER Page 7
Fleet Landing-Skilled Nursing Phase#2 Attic Area#2 Date 4/27/2015
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
133.93 48.705 K Factor= 19.19
100 15.02 1.049 0.0 8.000 7.195 K Factor= 5.60
to 120.0 0.0 0.0 0.0
101 15.02 0.0766 0.0 8.000 0.613 Vel = 5.58
101 15.65 1.38 T 6.0 6.417 7.808 K Factor= 5.60
to 120.0 0.0 6.000 0.0
102 30.67 0.0755 0.0 12.417 0.938 Vel = 6.58
102 32.22 1.38 E 3.0 14.000 8.746
to 120.0 T 6.0 9.000 3.700
103 62.89 0.2850 0.0 23.000 6.554 Vel= 13.49
103 0.0 2.635 0.0 8.083 19.000
to 120.0 0.0 0.0 0.0
104 62.89 0.0122 0.0 8.083 0.099 Vel = 3.70
104 15.45 2.635 0.0 2.458 19.099
to 120.0 0.0 0.0 0.0
105 78.34 0.0183 0.0 2.458 0.045 Vel = 4.61
105 57.51 2.635 T 16.474 4.167 19.144
to 120.0 0.0 16.474 0.0
106 135.85 0.0508 0.0 20.641 1.048 Vel = 7.99
106 -133.93 2.635 E 8.237 29.083 20.192
to 120.0 0.0 8.237 0.0
107 1.92 0.0 0.0 37.320 0.0 Vel = 0.11
107 134.68 2.635 2E 16.474 109.500 20.192
to 120.0 2F 8.237 24.711 0.271
9 136.6 0.0513 0.0 134.211 6.883 Vel = 8.04
9 0.0 2.635 0.0 4.750 27.346
to 120.0 0.0 0.0 0.0
10 136.6 0.0514 0.0 4.750 0.244 Vel = 8.04
10 0.0 2.635 0.0 7.250 27.590
to 120.0 0.0 0.0 0.0
11 136.6 0.0513 0.0 7.250 0.372 Vel = 8.04
11 0.0 2.635 0.0 2.625 27.962
to 120.0 0.0 0.0 0.0
12 136.6 0.0510 0.0 2.625 0.134 Vel = 8.04
12 0.0 2.635 4F 16.474 311.208 28.096
to 120.0 4T 65.897 90.608 0.0
13 136.6 0.0513 E 8.237 401.816 20.609 Vel = 8.04
13 133.93 3.26 E 9.408 27.250 48.705
to 120.0 0.0 9.408 0.0
TOR 270.53 0.0644 0.0 36.658 2.360 Vel = 10.40
TOR 0.0 3.26 A 28.895 8.000 51.065
to 120.0 B 13.44 42.335 6.465 ** Fixed Loss= 3
BOR 270.53 0.0644 Fsp 0.0 50.335 3.242 Vel= 10.40
BOR 0.0 4.26 T 26.334 20.000 60.772
to 120.0 E 13.167 39.501 1.299
UG1 270.53 0.0175 0.0 59.501 1.041 Vel = 6.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
bender& modlin FIRE SPRINKLER Page 8
Fleet Landing -Skilled Nursing Phase#2 Attic Area#2 Date 4/27/2015
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
UG1 100.00 8.27 3E 85.404 800.000 63.112 Qa = 100
to 140.0 2F 28.468 113.872 0.0
PUMP 370.53 0.0009 0.0 913.872 0.851 Vel= 2.21
0.0
370.53 63.963 K Factor= 46.33
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087