FIR2022-0003+Calculations+1.12.2022_1.04.57_PM+2617357RECEIVED
Jan 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVIEWED
BY
CITY OF EDMONDS
r--m-... a.............
WAMINOTON STATE
CEQM/ICATE Of COMPETENCY
PM MICTECTION SMRNN M SYSTEMS �
Michael Balsley
i2437-0991- Level 3
iAdvanced n, c Ni
6 ADVANFPI 6
HYDRAULIC CALCULATIONS FOR
Paradise Lane Building A
548 Paradise Lane
Edmonds, WA. 98020
DRAWING NUMBER: WC5251 DATE: 12-27-21
-DESIGN DATA -
REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: Unit 302
OCCUPANCY CLASSIFICATION: Residential NFPA 13R
DENSITY: .05 gpm/sq. ft.
AREA OF APPLICATION: 4 Heads
COVERAGE PER SPRINKLER: 256 sq. ft.
TYPE OF SPRINKLERS CALCULATED:
NUMBER OF SPRINKLERS CALCULATED: 4
TOTAL WATER REQUIRED (INCLUDING HOSE): 54.5gpm
FLOW AND PRESSURE (BFI): 54.5 gpm @ 42.2 psi
TYPE OF SYSTEM: Wet
*DETAILS:
WATER SUPPLY
Source: City Test Date: 11-19-21 Test By: M.B.
Location: Site
Static: 65 psi Residual: 20 psi Flow: 350 gpm
Source Elevation Relative to Finished Flow Level: 0 ft.
INSTALLING CONTRACTOR
Name: Advanced Fire Protection
Address: P.O. Box 1543 Woodinville, WA. 98072
Phone: 425-483-5657 Certification number: ADVANFP199B6
NAME OF DESIGNER: Michael Balsley
AUTHORITY HAVING JURISDICTION: City of Edmonds
NOTES:
Calculations performed by HASS under license # 64618593 ,
granted by HRS SYSTEMS, INC.
(Notes continue after pipe calculations results.)
(Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A.SDF
JOB TITLE: Paradise Lane Building A
WATER SUPPLY ANALYSIS
Static: 65.00 psi Resid: 20.00 psi Flow: 350.0 gpm
80.0
70.0
1
60.0
G
A
U50.0
G 2
E
40.0
P
R30.0
E
S
S 20.0
U B
R
10.0
E
N
LEGEND
Available pressure
63.56 psi @ 54.5 gpm
q Required pressure
47.24 psi @ 54.5 gpm
A. Source Supply Curve
B. System Demand Curve
80120160 200 240 280 320 360 400
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A.SDF
JOB TITLE: Paradise Lane Building A
NFPA WATER SUPPLY DATA
SOURCE
STATIC
RESID. FLOW
AVAIL
TOTAL
REQ'D
NODE
PRESS.
PRESS. @
PRESS.
@ DEMAND
PRESS.
TAG
(PSI)
(PSI) (GPM)
(PSI)
(GPM)
(PSI)
SRC
65.0
20.0 350.0
63.6
54.5
47.2
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
54.5
GPM
TOTAL
HOSE STREAM ALLOWANCE
AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
0.0
GPM
TOTAL
DISCHARGE FROM
ACTIVE
SPRINKLERS
54.5
GPM
NODE
ANALYSIS DATA
NODE
TAG ELEVATION
NODE
TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
SRC
0.0
SOURCE
47.2
54.5
BFI
7.0
-
- - -
42.2
- - -
BFO
7.0
-
- - -
36.4
- - -
TOR
13.0
-
- - -
33.6
- - -
W1
13.0
-
- - -
29.1
- - -
W1A
13.0
-
- - -
27.1
- - -
W2
13.0
-
- - -
25.5
- - -
W3
31.0
-
- - -
15.4
- - -
W4
31.0
-
- - -
18.3
- - -
W5
31.0
-
- - -
13.7
- - -
W6
31.0
-
- - -
9.8
- - -
W7
31.0
-
- - -
8.3
- - -
W8
31.0
-
- - -
7.9
- - -
S1
31.0
K=
4.90
9.0
14.7
S2
31.0
K=
4.90
7.7
13.6
S3
31.0
K=
4.90
7.2
13.2
S4
31.0
K=
4.90
7.0
13.0
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Page 4
DATE:
1/11/2022
C:\USERS\MIKE\PARADISE
LANE
BUILDING A.SDF
JOB TITLE:
Paradise Lane
Building A
NFPA
PIPE
DATA
Pipe
Tag
K-fac
Add F1
Add F1
To
Fit:
L
C
Frm Node
El (ft)
PT
(q)
Node/
Nom ID
Eq.Ln.
F
To Node
E1 (ft)
PT
Tot.(Q)
Disch
Act ID
(ft.)
T
Pf/ft.
Pipe:
1
Source
0.0
54.00
150
SRC
0.0
47.2
54.5
BFO
K2.000
4E:24.0
24.00
BFI
7.0
42.2
54.5
1.959
78.00
0.026
Pipe:
2
0.0
Fixed Pressure
Loss
Device
BFI
7.0
42.2
54.5
TOR
5.8 psi,
54.4 gpm
BFO
7.0
36.4
54.4
Pipe:
3
0.0
0.0
6.00
120
BFO
7.0
36.4
54.5
W1
A2.000
----
0.00
TOR
13.0
33.6
54.5
2.067
6.00
0.031
Pipe:
4
0.0
21.8
W4
3E:27.0
17.00
150
TOR
13.0
33.6
32.7
W1A
F1.500
2T:16.8
46.50
W1
13.0
29.1
54.5
1.598
R: 2.7
63.50
0.071
Pipe:
4A
0.0
0.0
2E:18.0
37.00
150
Wi
13.0
29.1
32.7
W2
F1.500
T: 8.4
34.50
W1A
13.0
27.1
32.7
1.598
3R: 8.1
71.50
0.027
Pipe:
5
0.0
0.0
2E:18.0
27.00
150
W1A
13.0
27.1
32.7
W3
F1.500
T: 8.4
31.80
W2
13.0
25.5
32.7
1.598
2R: 5.4
58.80
0.027
Pipe:
6
0.0
0.0
20.00
150
W2
13.0
25.5
32.7
W5
F1.250
2E:16.0
23.30
W3
31.0
15.4
32.7
1.394
T: 7.3
43.30
0.053
Pipe:
7
0.0
0.0
4E:32.0
60.00
150
W1
13.0
29.1
21.8
W5
F1.250
2T:14.6
58.10
W4
31.0
18.3
21.8
1.394
5R:11.5
118.10
0.025
Pipe:
8
0.0
54.5
W6
4.00
150
W3
31.0
15.4
-21.8
W4
F1.000
T: 6.0
6.00
W5
31.0
13.7
32.7
1.101
10.00
0.169
Pipe:
9
0.0
54.5
W6
2E:14.0
25.00
150
W4
31.0
18.3
-32.7
W3
F1.000
2T:12.0
32.80
W5
31.0
13.7
21.8
1.101
4R: 6.8
57.80
0.080
Pipe:
10
0.0
14.7
S1
3.00
150
W5
31.0
13.7
39.8
W7
F1.000
T: 6.0
6.00
W6
31.0
9.8
54.5
1.101
9.00
0.434
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A.SDF
JOB TITLE: Paradise Lane Building A
Pipe
Tag
K-fac Add F1 Add F1
To
Fit:
L
C
Frm Node E1 (ft)
PT (q) Node/
Nom ID
Eq.Ln.
F
To Node E1 (ft)
PT Tot.(Q) Disch
Act ID
(ft.)
T
Pf/ft.
Pipe:
11
0.0 13.6 S2
6.00 150
W6
31.0
9.8 26.2 W8
F1.000
----
0.00
W7
31.0
8.3 39.8
1.101
6.00
0.243
Pipe:
12
0.0 13.0 S4
4.00 150
W7
31.0
8.3 13.2 S3
F1.000
----
0.00
W8
31.0
7.9 26.2
1.101
4.00
0.112
Pipe:
13
4.90 14.7 Disch
8.00
150
W6
31.0
9.8 0.0
F1.000
E: 7.0
13.00
S1
31.0
9.0 14.7
1.101
T: 6.0
21.00
0.038
Pipe:
14
4.90 13.6 Disch
7.00
150
W7
31.0
8.3 0.0
F1.000
E: 7.0
13.00
S2
31.0
7.7 13.6
1.101
T: 6.0
20.00
0.033
Pipe:
15
4.90 13.2 Disch
8.00
150
W8
31.0
7.9 0.0
F1.000
E: 7.0
13.00
S3
31.0
7.2 13.2
1.101
T: 6.0
21.00
0.031
Pipe:
16
4.90 13.0 Disch
14.00
150
W8
31.0
7.9 0.0
F1.000
2E:14.0
14.00
S4
31.0
7.0 13.0
1.101
28.00
0.031
NOTES
(HASS):
(1)
Calculations
were performed by the HASS 2021
D computer
program
in accordance
with NFPA13 (2020)
under license
no. 64618593 granted
by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2)
The system has
been calculated to provide
an
average
imbalance at
each node of 0.009 gpm
and a maximum
imbalance at
any node of 0.146 gpm.
(3)
Total pressure
at each node is used
in balancing
the system.
Maximum water
velocity is 18.4 ft/sec
at pipe
10.
(4)
Items listed
in bold print on the cover sheet
are
automatically
transferred from the
calculation
report.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A.SDF
JOB TITLE: Paradise Lane Building A
(5) Available pressure at source node SRC under full flow conditions is
62.78 psi with a flow of 68.76 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
PAGE: A
MATERIAL: S40 HWC: 120
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
T L C
B
G
A
D N
Ell
Tee LngEll ChkVly
BfyVly
GatVly
A1mChk
DPVly NTee
--------------------------------------------------------
F
F45Ell
2.067
5.00
10.00 3.00 11.00
6.00
1.00
10.00
10.00 10.00
2.50
PAGE: F
MATERIAL: CPVC HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
( in)
F
E T R
K
C
G
F45
Ell Tee RunT
Kplg
ChkVly
Gate
1.101
1.40
7.00 6.00 1.70
1.00
8.00
0.40
1.394
1.80
8.00 7.30 2.30
1.00
11.00
0.80
1.598
2.10
9.00 8.40 2.70
1.00
14.00
1.00
PAGE: K
MATERIAL: CT-K HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
T F R
K
C
G
N
Ell
Tee 45-Ell TeeRun
Kouplg
ChkVly
GatVly
NPTee
1.959
6.00
12.00 ' 3.00 4.00
0.50
13.00
1.00
12.00
......■■.■■.■...............�
WASINI TON >1TATE ■
CM"n"To O! 00WITRICY
■ P"ke PMTWTION >NRINNUIR SYOTUU
■
Michael Balsley 0
■ 2437-0991-CG Level 3
i Advanced 're Prot Inc cJ;
■ ADVANF -Z
■ ■ nowennowe
m
HYDRAULIC CALCULATIONS FOR
Paradise Lane Building A
548 Paradise Lane
Edmonds, WA. 98020
DRAWING NUMBER: WC5251 DATE: 12-27-21
-DESIGN DATA -
REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: Storage 302
OCCUPANCY CLASSIFICATION: Residential NFPA 13R
DENSITY: .05 gpm/sq. ft.
AREA OF APPLICATION: 4 Heads
COVERAGE PER SPRINKLER: 225 sq. ft.
TYPE OF SPRINKLERS CALCULATED: Vic.V3606
NUMBER OF SPRINKLERS CALCULATED: 4
TOTAL WATER REQUIRED (INCLUDING HOSE): 67.0 gpm
FLOW AND PRESSURE (BFI): 67.0 gpm @ 47.5 psi
TYPE OF SYSTEM: Wet
*DETAILS:
WATER SUPPLY
Source: City Test Date: 11-19-21 Test By: M.B.
Location: Site
Static: 65 psi Residual: 20 psi Flow: 350 gpm
Source Elevation Relative to Finished Flow Level: 0 ft.
INSTALLING CONTRACTOR
Name: Advanced Fire Protection
Address: P.O. Box 1543 Woodinville, WA. 98072
Phone: 425-483-5657 Certification number: ADVANFP199B6
NAME OF DESIGNER: Michael Balsley
AUTHORITY HAVING JURISDICTION: City of Edmonds
NOTES:
Calculations performed by HASS under license # 64618593
granted by HRS SYSTEMS, INC.
(Notes continue after pipe calculations results.)
(Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A GARAGE.SDF
JOB TITLE: Paradise Lane Building A
WATER SUPPLY ANALYSIS
Static: 65.00 psi Resid: 20.00 psi Flow: 350.0 gpm
80.
70.0
60.0
G
A
U50.0
G
E
40.0
P
R 30.0
E
S
S 20.0
U
R
10.0
E
( 0.0
P
s
i
14.7
LEGEND
1 g Available pressure
62.89 psi @ 67.0 gpm
2 q Required pressure
53.57 psi @ 67.0 gpm
A. Source Supply Curve
B. System Demand Curve
80120160 200 240 280 320 360 400
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A GARAGE.SDF
JOB TITLE: Paradise Lane Building A
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 65.0 20.0 350.0 62.9 67.0 53.6
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
67.0
GPM
TOTAL
HOSE STREAM ALLOWANCE
AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
0.0
GPM
TOTAL
DISCHARGE FROM
ACTIVE
SPRINKLERS
67.0
GPM
NODE
ANALYSIS DATA
NODE
TAG ELEVATION
NODE
TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
SRC
0.0
SOURCE
53.6
67.0
BFI
7.0
-
- - -
47.5
- - -
BFO
7.0
-
- - -
41.7
- - -
TOR
13.0
-
- - -
38.9
- - -
Wl
13.0
-
- - -
33.2
- - -
W1A
13.0
-
- - -
25.8
- - -
D1
13.0
K=
5.60
12.6
19.9
D2
13.0
K=
5.60
9.2
17.0
D3
13.0
K=
5.60
7.5
15.3
D4
13.0
K=
5.60
7.0
14.8
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A GARAGE.SDF
JOB TITLE: Paradise Lane Building A
NFPA PIPE DATA
Pipe
Tag
K-fac
Add F1
Add F1
To
Fit:
L
C
Frm Node
E1 (ft)
PT
(q)
Node/
Nom ID
Eq.Ln.
F
To Node
E1 (ft)
PT
Tot.(Q)
Disch
Act ID
(ft.)
T
Pf/ft.
Pipe:
1
Source
0.0
54.00
150
SRC
0.0
53.6
67.0
BFO
K2.000
4E:24.0
24.00
BFI
7.0
47.5
67.0
1.959
78.00
0.038
Pipe:
2
0.0
Fixed
Pressure
Loss
Device
BFI
7.0
47.5
67.0
TOR
5.8 psi,
67.0 gpm
BFO
7.0
41.7
67.0
Pipe:
3
0.0
0.0
6.00
120
BFO
7.0
41.7
67.0
W1
A2.000
----
0.00
TOR
13.0
38.9
67.0
2.067
6.00
0.045
Pipe:
4
0.0
0.0
2E:18.0
17.00
150
TOR
13.0
38.9
67.0
W1A
F1.500
2T:16.8
37.50
W1
13.0
33.2
67.0
1.598
R: 2.7
54.50
0.104
Pipe:
5
0.0
0.0
2E:18.0
37.00
150
W1
13.0
33.2
67.0
D1
F1.500
T: 8.4
34.50
W1A
13.0
25.8
67.0
1.598
3R: 8.1
71.50
0.104
Pipe:
6
5.60
19.9
Disch
38.00
150
W1A
13.0
25.8
47.1
D2
F1.250
2E:16.0
27.50
D1
13.0
12.6
67.0
1.394
5R:11.5
65.50
0.202
Pipe:
7
5.60
17.0
Disch
16.00
150
D1
13.0
12.6
30.1
D3
F1.250
2E:16.0
16.00
D2
13.0
9.2
47.1
1.394
32.00
0.105
Pipe:
8
5.60
15.3
Disch
12.00
150
D2
13.0
9.2
14.8
D4
F1.000
----
0.00
D3
13.0
7.5
30.1
1.101
12.00
0.145
Pipe:
9
5.60
14.8
Disch
12.00
150
D3
13.0
7.5
0.0
F1.000
----
0.00
D4
13.0
7.0
14.8
1.101
12.00
0.039
NOTES
(HASS):
(1)
Calculations
were
performed
by the HASS 2021
D computer
program
in accordance
with
NFPA13 (2020)
under
license
no.
64618593
granted
by
HRS
Systems,
Inc.
208
Southside
Square
Petersburg,
TN
37144
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A GARAGE.SDF
JOB TITLE: Paradise Lane Building A
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.010 gpm and a maximum
imbalance at any node of 0.086 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 14.1 ft/sec at pipe 6.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SRC under full flow conditions is
62.45 psi with a flow of 74.15 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
PAGE: A
MATERIAL: S40 HWC: 120
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
T L C
B
G
A D N
Ell
Tee LngEll ChkVly
BfyVly
GatVly
AlmChk DPVly NTee
-----
F
--------------------------------------------------
F45Ell
2.067
5.00
10.00 3.00 11.00
6.00
1.00
10.00 10.00 10.00
2.50
PAGE: F
MATERIAL:
CPVC HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
F
E T R
K
C
G
F45
Ell Tee RunT
Kplg
ChkVly
Gate
1.101
1.40
7.00 6.00 1.70
1.00
8.00
0.40
1.394
1.80
8.00 7.30 2.30
1.00
11.00
0.80
1.598
2.10
9.00 8.40 2.70
1.00
14.00
1.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 1/11/2022 C:\USERS\MIKE\PARADISE LANE BUILDING A GARAGE.SDF
JOB TITLE: Paradise Lane Building A
PAGE: K MATERIAL: CT-K HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T F R K C G N
Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee
1.959 6.00 12.00 3.00 4.00 0.50 13.00 1.00 12.00