APPROVED FIR2022-0059+Calculations+6.7.2022_8.19.29_AM+2916158REVIEWED
BY
CITY OF EDMONDS
� ���•••��..��SO+J01`IC11�igltlR!!a##w/lgl�
W"NINWM STATE
i MTI/IOATA O/ OOMPITOW
ME PROTECTION SNOIKNR *""ME �
Michael Salsley N
2437-0991 •CG Lt3 el 3
i Advanc F e Prot io , Inc t" i
ADVANF
i al"" s
Doc s+, u
F I R2022-0059
I
HYDRAULIC CALCULATIONS FOR
Paradise Lane Building B
550 Paradise Ln.
Edmonds, WA. 98020
RECEIVED
Jun 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NUMBER: WC5271 DATE: 6-1-2022
-DESIGN DATA -
REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: Garage 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: Victaulic V3606
NUMBER OF SPRINKLERS CALCULATED: 4
TOTAL WATER REQUIRED (INCLUDING HOSE): 64.6 gpm
FLOW AND PRESSURE (BOR): 64.6 gpm @ 36.8 psi
TYPE OF SYSTEM: Wet
*DETAILS:
WATER SUPPLY
Source: City Test Date: 5-27-2022 Test By: M.B.
Location: Site
Static: 75 psi Residual: 20 psi Flow: 500 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: ADVANFP199BG
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: 6/7/2022 C:\USERS\MIKE\PARADISE B GARAGE.SDF
JOB TITLE: Paradise Lane Building B Garage
WATER SUPPLY ANALYSIS
Static: 75.00 psi Resid: 20.00 psi Flow: 500 0 gpm
80.
1
70.0
60.
G
A
U50.0
G
E
40.0
P
R30.0
E
S
S 20.0
U
R
10.0
E
( 0.0
P
s
i
14.7
LEGEND
1 M Available pressure
73.75 psi @ 64.6 gpm
21 Required pressure
60.70 psi @ 64.6 gpm
A. Source Supply Curve
B. System Demand Curve
10(150200 250 300 350 400 450 500
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 6/7/2022
C:\USERS\MIKE\PARADISE B GARAGE.SDF
JOB TITLE:
Paradise
Lane Building B
Garage
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
75.0
20.0 500.0
73.8
64.6
60.7
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
64.6
GPM
TOTAL
HOSE STREAM ALLOWANCE AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
0.0
GPM
TOTAL
DISCHARGE FROM ACTIVE SPRINKLERS
64.6
GPM
NODE ANALYSIS DATA
NODE TAG
ELEVATION
NODE
TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
SRC
0.0
SOURCE
60.7
64.6
BFI
1.0
- -
- -
58.0
- - -
BFO
1.0
- -
- -
51.0
- - -
BOR
22.0
- -
- -
36.8
- - -
TOR
32.0
- -
- -
31.8
- - -
W1
32.0
- -
- -
26.2
- - -
W2
32.0
- -
- -
20.2
- - -
W3
32.0
- -
- -
11.2
- - -
S1
32.0
K=
5.60
9.5
17.3
S2
32.0
K=
5.60
8.8
16.6
S3
32.0
K=
5.60
8.0
15.9
S4
32.0
K=
5.60
7.0
14.8
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Page 4
DATE:
6/7/2022
C:\USERS\MIKE\PARADISE
B GARAGE.SDF
JOB TITLE:
Paradise
Lane
Building
B Garage
NFPA
PIPE
DATA
Pipe
Tag
K-fac
Add F1
Add Fl
To
Fit:
L
C 1
Frm Node
E1 (ft)
PT
(q)
Node/
Nom ID
Eq.Ln.
F
f
To Node
El (ft)
PT
Tot.(Q)
Disch
Act ID
(ft.)
T
Pf/ft.
Pipe:
1
Source
0.0
40.00
150
SRC
0.0
60.7
64.6
BFO
K2.000
2E:12.0
24.00
BFI
1.0
58.0
64.6
1.959
T:12.0
64.00
0.036
Pipe:
2
0.0
Fixed Pressure Loss
Device
BFI
1.0
58.0
64.6
BOR
7.0 psi,
64.6 gpm
BFO
1.0
51.0
64.6
Pipe:
3
0.0
0.0
105.00
150
BFO
1.0
51.0
64.6
TOR
K2.000
6E:36.0
36.00
BOR
22.0
36.8
64.6
1.959
141.00
0.036
Pipe:
4
0.0
0.0
10.00
120
BOR
22.0
36.6
64.6
W1
A2.000
B: 6.0
6.00
TOR
32.0
31.8
64.6
2.067
16.00
0.042
Pipe:
5
0.0
0.0
13.00
150
TOR
32.0
31.8
64.6
W2
F1.500
4E:36.0
44.40
W1
32.0
26.2
64.6
1.598
T: 8.4
57.40
0.097
Pipe:
6
0.0
0.0
19.00
150
W1
32.0
26.2
64.6
W3
F1.500
2E:18.0
43.20
W2
32.0
20.2
64.6
1.598
3T:25.2
62.20
0.097
Pipe:
7
0.0
30.7
S3
2E:16.0
20.00
150
W2
32.0
20.2
33.9
S1
F1.250
T: 7.3
27.90
W3
32.0
11.2
64.6
1.394
2R: 4.6
47.90
0.189
Pipe:
8
5.60
17.3
Disch
3.00
150
W3
32.0
11.2
16.6
S2
F1.000
T: 6.0
6.00
S1
32.0
9.5
33.9
1.101
9.00
0.181
Pipe:
9
5.60
16.6
Disch
9.00
150
S1
32.0
9.5
0.0
F1.000
E: 7.0
7.00
S2
32.0
8.8
16.6
1.101
16.00
0.048
Pipe:
10
5.60
15.9
Disch
14.00
150
W3
32.0
11.2
14.8
S4
F1.000
E: 7.0
7.00
S3
32.0
8.0
30.7
1.101
21.00
0.150
Pipe:
11
5.60
14.8
Disch
12.00
150
S3
32.0
8.0
0.0
F1.000
2E:14.0
14.00
S4
32.0
7.0
14.8
1.101
26.00
0.039
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 6/7/2022 C:\USERS\MIKE\PARADISE B GARAGE.SDF
JOB TITLE: Paradise Lane Building B Garage
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 0.005 gpm and a maximum
imbalance at any node of 0.053 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 13.6 ft/sec at pipe 7.
(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
73.36 psi with a flow of 74.78 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
F45E11
2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00
2.50
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 6/7/2022 C:\USERS\MIKE\PARADISE B GARAGE.SDF
JOB TITLE: Paradise Lane Building B Garage
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
�r..r■rw w...wrwr..rr.■■r....w7
■ WASKINOTON STATE
CERT11"CATE OF COWITENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Michael Balsley
■ 2437-099 G L el 3
WDVA
t io Inc so
EM�If 2
� h DEC st, u �
HYDRAULIC CALCULATIONS FOR
Paradise Lane Building B
550 Paradise Ln.
Edmonds, WA.98020
DRAWING NUMBER: WC5271 DATE: 6-1-2022
-DESIGN DATA -
REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: 3rd floor 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: Victaulic V2740
NUMBER OF SPRINKLERS CALCULATED: 4
TOTAL WATER REQUIRED (INCLUDING HOSE): 53.8 gpm
FLOW AND PRESSURE (BOR): 53.7 gpm @ 36.3 psi
TYPE OF SYSTEM: Wet
*DETAILS:
WATER SUPPLY
Source: City Test Date: 5-27-2022 Test By: M.B.
Location: Site
Static: 75 psi Residual: 20 psi Flow: 500 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: 6/7/2022 C:\USERS\MIKE\PARADISE LANE BUILDING B.SDF
JOB TITLE: Paradise Lane Building B Unit 302
WATER SUPPLY ANALYSIS
Static: 75.00 psi Resid: 20.00 psi Flow: 500.0 gpm
80.0
1
70.0
60.0
G 2
A
U50.0
G
E
40.0
P
R30.0
E
S
S 20.0
U
R
10.0
E
( 0.0
p
s
i
14.7
LEGEND
Available pressure
74.11 psi @ 53.8 gpm
q Required pressure
58.12 psi @ 53.8 gpm
A. Source Supply Curve
B. System Demand Curve
10(150200 250 300 350 400 450 500
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 6/7/2022
C:\USERS\MIKE\PARADISE LANE
BUILDING B.SDF
JOB TITLE:
Paradise
Lane Building
B
Unit 302
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
75.0
20.0
500.0
74.1
53.8
58.1
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
53.8
GPM
TOTAL
HOSE STREAM ALLOWANCE AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
0.0
GPM
TOTAL
DISCHARGE FROM ACTIVE SPRINKLERS
53.8
GPM
NODE ANALYSIS DATA
NODE TAG
ELEVATION
NODE TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
SRC
0.0
SOURCE
58.1
53.8
BFI
1.0
- - - -
56.0
- - -
BFO
1.0
- - - -
49.0
- - -
BOR
22.0
- - - -
36.3
- - -
TOR
32.0
- - - -
31.5
- - -
W1
32.0
- - - -
27.6
- - -
W4
50.0
- - - -
16.5
- - -
W5
50.0
- - - -
12.7
- - -
W6
50.0
- - - -
11.1
- - -
W7
50.0
- - - -
11.1
- - -
S5
50.0
K= 4.90
8.0
13.9
S6
50.0-
K= 4.90
7.1
13.0
S7
50.0
K= 4.90
8.0
13.8
S8
50.0
K= 4.90
7.0
13.0
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 6/7/2022 C:\USERS\MIKE\PARADISE LANE BUILDING B.SDF
JOB TITLE: Paradise Lane Building B Unit 302
NFPA PIPE DATA
Pipe
Tag
K-fac
Add Fl
Add F1
To
Fit:
L
C
Frm Node
E1 (ft)
PT
(q)
Node/
Nom ID
Eq.Ln.
F
To Node
El (ft)
PT
Tot.(Q)
Disch
Act ID
(ft.)
T
Pf/ft.
Pipe:
1
Source
0.0
40.00
150
SRC
0.0
58.1
53.8
BFO
K2.000
2E:12.0
24.00
BFI
1.0
56.0
53.8
1.959
T:12.0
64.00
0.026
Pipe:
2
0.0
Fixed Pressure
Loss
Device
BFI
1.0
56.0
53.7
BOR
7.0 psi,
53.7 gpm
BFO
1.0
49.0
53.7
Pipe:
3
0.0
0.0
105.00
150
BFO
1.0
49.0
53.7
TOR
K2.000
6E:36.0
36.00
BOR
22.0
36.3
53.7
1.959
141.00
0.026
Pipe:
4
0.0
0.0
10.00
120
BOR
22.0
36.3
53.7
W1
A2.000
B: 6.0
6.00
TOR
32.0
31.5
53.7
2.067
16.00
0.030
Pipe:
5
0.0
0.0
13.00
150
TOR
32.0
31.5
53.7
W4
F1.500
4E:36.0
44.40
W1
32.0
27.6
53.7
1.598
T: 8.4
57.40
0.069
Pipe:
6
0.0
0.0
19.00
150
W1
32.0
27.6
53.7
W5
F1.500
3T:25.2
27.90
W4
50.0
16.5
53.7
1.598
R: 2.7
46.90
0.069
Pipe:
7
0.0
26.8
W7
5.00
150
W4
50.0
16.5
26.9
W6
F1.250
2E:16.0
23.30
W5
50.0
12.7
53.7
1.394
T: 7.3
28.30
0.134
Pipe:
8
0.0
0.0
T: 7.3
17.00
150
W5
50.0
12.7
26.9
S5
F1.250
2E:16.0
27.90
W6
50.0
11.1
26.9
1.394
2R: 4.6
44.90
0.037
Pipe:
9
0.0
0.0
2E:16.0
19.00
150
W5
50.0
12.7
26.8
S7
F1.250
T: 7.3
25.60
W7
50.0
11.1
26.8
1.394
R: 2.3
44.60
0.037
Pipe:
10
4.90
13.9
Disch
7.00
150
W6
50.0
11.1
13.0
S6
F1.000
E: 7.0
19.00
S5
50.0
8.0
26.9
1.101
2T:12.0
26.00
0.118
Pipe:
11
4.90
13.0
Disch
16.00
150
S5
50.0
8.0
0.0
F1.000
2E:14.0
14.00
S6
50.0
7.1
13.0
1.101
30.00
0.031
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 6/7/2022 C:\USERS\MIKE\PARADISE LANE BUILDING B.SDF
JOB TITLE: Paradise Lane Building B Unit 302
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 El (ft)
PT Tot. (Q) Disch Act ID
(ft.)
T
Pf/ft.
Pipe:
12
4.90 13.8 Disch
19.00
150
W7
50.0
11.1 13.0 S8 F1.000
T: 6.0
7.70
S7
50.0
8.0 26.8 1.101
R: 1.7
26.70
0.117
Pipe:
13
4.90 13.0 Disch
16.00
150
S7
50.0
8.0 0.0 F1.000
2E:14.0
14.00
S8
50.0
7.0 13.0 1.101
30.00
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 0.014 gpm and a maximum
imbalance at
any node of 0.178 gpm.
(3)
Total pressure
at each node is used in balancing
the system.
Maximum water
velocity is 11.3 ft/sec at pipe
7.
(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
73.66 psi with a flow of 67.24 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 6/7/2022 C:\USERS\MIKE\PARADISE LANE BUILDING B.SDF
JOB TITLE: Paradise Lane Building B Unit 302
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
F45E11
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