REVIEWED FIR2022-0098+Calculations+9.19.2022_12.56.50_PM+3116386RECEIVED
FIR2022-0098
r_m.....
MIA•IIIINTOM •TATf ••••••-7
ewm" „Toaeo
Sep 20 2022
Michael Bal y
CITY OF EDMONDS
DEVELOPMENT SERVICES
s 2437-0991 C Lev 3 - i
@ Advanced I C a j
DEPARTMENT
� A� ���
an
HYDRAULIC
CALCULATIONS FOR
Paradise
Lane Building C
554 Paradise Ln.
Edmonds WA. 98020
DRAWING NUMBER: WC5272 DATE: 9-8-2022
-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: Victaulic V2740
NUMBER OF SPRINKLERS CALCULATED: 4
TOTAL WATER REQUIRED (INCLUDING HOSE): 59.3 gpm
FLOW AND PRESSURE (BOR): 59.3 gpm @ 40.2 psi
TYPE OF SYSTEM: Wet
*DETAILS:
WATER SUPPLY
Source: City Test Date: 5-27-22 Test By: M.B.
Location: Site
Static: 73 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.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C WET.SDF
JOB TITLE: Paradise Lane Building C Wet
WATER SUPPLY ANALYSIS
Static: 73.00 psi Resid: 20.00 psi Flow: 350 0 gpm
80.0
70.(l
60 . L2
G
A
U50.0
G
E
40.0
P
R 30.0
E
S
S 20.O1
U
R
10.0
E
( 0.0
p
s
i
14.7
LEGEND
Available pressure
71.01 psi @ 59.3 gpm
q Required pressure
61.97 psi @ 59.3 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: 9/19/2022
C:\USERS\MIKE\PARADISE
LANE
BUILDING C WET.SDF
JOB TITLE:
Paradise
Lane Building C
Wet
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
73.0
20.0
350.0
71.0
59.3
62.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW
AT SOURCE
59.3
GPM
TOTAL HOSE
STREAM ALLOWANCE
AT SOURCE
0.0
GPM
OTHER HOSE
STREAM ALLOWANCES
0.0
GPM
TOTAL DISCHARGE FROM
ACTIVE
SPRINKLERS
59.3
GPM
NODE ANALYSIS DATA
NODE TAG
ELEVATION
NODE
TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
SRC
0.0
SOURCE
62.0
59.3
BFI
12.0
-
- - -
54.1
- - -
BFO
12.0
-
- - -
51.1
- - -
BOR
20.0
-
- - -
40.2
- - -
TOR
26.0
-
- - -
36.8
- - -
W1
26.0
-
- - -
35.3
- - -
W7
45.0
-
- - -
22.5
- - -
W8
45.0
-
- - -
17.5
- - -
W9
45.0
-
- - -
14.8
- - -
W10
45.0
-
- - -
12.6
- - -
S1
45.0
K=
4.90
11.6
16.7
S2
45.0
K=
4.90
10.9
16.2
S3
45.0
K=
4.90
7.6
13.5
S4
45.0
K=
4.90
7.0
13.0
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Page 4
DATE:
9/19/2022
C:\USERS\MIKE\PARADISE
LANE BUILDING C
WET. SDF
JOB TITLE:
Paradise Lane
Building
C Wet
NFPA
PIPE
DATA
Pipe
Tag
K-fac
Add Fl
Add F1
To
Fit:
L
C f
Frm Node
E1 (ft)
PT
(q)
Node/
Nom ID
Eq.Ln
F
f
To Node
E1 (ft)
PT
Tot.(Q)
Disch
Act ID
(ft.)
T
Pf/ft.
Pipe:
1
Source
0.0
52.00
150
SRC
0.0
62.0
59.3
BFO
K2.000
4E:24.0
36.00
BFI
12.0
54.1
59.3
1.959
T:12.0
88.00
0.031
Pipe:
2
0.0
Fixed Pressure
Loss
Device
BFI
12.0
54.1
59.3
BOR
3.0
psi,
59.3 gpm
BFO
12.0
51.1
59.3
Pipe:
3
0.0
0.0
200.00
150
BFO
12.0
51.1
59.3
TOR
K2.000
7E:42.0
42.00
BOR
20.0
40.2
59.3
1.959
242.00
0.031
Pipe:
4
0.0
0.0
6.00
120
BOR
20.0
40.2
59.3
W1
A2.000
2E:10.0
16.00
TOR
26.0
36.8
59.3
2.067
B: 6.0
22.00
0.036
Pipe:
5
0.0
0.0
11.00
150
TOR
26.0
36.8
59.3
W7
F2.000
3E:33.0
41.00
W1
26.0
35.3
59.3
2.003
2R: 8.0
52.00
0.028
Pipe:
6
0.0
0.0
T: 8.4
26.00
150
W1
26.0
35.3
59.3
W8
F1.500
2E:18.0
29.10
W7
45.0
22.5
59.3
1.598
R: 2.7
55.10
0.083
Pipe:
7
0.0
0.0
T: 8.4
21.00
150
W7
45.0
22.5
59.3
W9
F1.500
2E:18.0
39.90
W8
45.0
17.5
59.3
1.598
5R:13.5
60.90
0.083
Pipe:
8
0.0
0.0
22.00
150
W8
45.0
17.5
59.3
W10
F1.500
4R:10.8
10.80
W9
45.0
14.8
59.3
1.598
32.80
0.083
Pipe:
9
0.0
42.6
S2
18.00
150
W9
45.0
14.8
16.7
S1
F1.500
T: 8.4
8.40
W10
45.0
12.6
59.3
1.598
26.40
0.083
Pipe:
10
4.90
16.7
Disch
13.00
150
W10
45.0
12.6
0.0
F1.000
E: 7.0
7.00
S1
45.0
11.6
16.7
1.101
20.00
0.049
Pipe:
11
4.90
16.2
Disch
5.00
150
W10
45.0
12.6
26.5
S3
F1.250
2T:14.6
14.60
S2
45.0
10.9
42.6
1.394
19.60
0.087
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C WET.SDF
JOB TITLE: Paradise Lane Building C Wet
Pipe Tag
K-fac
Add F1
Add Fl
To
Fit:
Frm Node
El (ft)
PT
(q)
Node/
Nom ID
Eq.Ln.
To Node
El (ft)
PT
Tot.(Q)
Disch
Act ID
(ft.)
Pipe: 12
4.90
13.5
Disch
S2
45.0
10.9
13.0
S4
F1.000
E: 7.0
S3
45.0
7.6
26.5
1.101
T: 6.0
Pipe: 13
4.90
13.0
Disch
S3
45.0
7.6
0.0
F1.000
E: 7.0
S4
45.0
7.0
13.0
1.101
L
C
F
T
Pf/ft.
16.00
150
13.00
29.00
0.114
10.00 150
7.00
17.00 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 0.010 gpm and a maximum
imbalance at any node of 0.124 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 9.5 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
70.59 psi with a flow of 65.88 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C WET.SDF
JOB TITLE: Paradise Lane Building C Wet
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
2.003
2.60
11.00 12.00 4.00 1.00
17.00
1.50
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
................�����
W"NINOTON •TATO
i comm"To O! compr oy
Fin MWTWMN NMINNLM SYS"MO �
Michael Balsley N
i 2437-0991 G Level 3
i Advanced a Prot ti Inc
j ADVANF 1 6
HYDRAULIC CALCULATIONS FOR
Paradise Lane Building C
554 Paradise Ln.
Edmonds, WA. 98020
DRAWING NUMBER: WC5272 DATE: 9-12-22
-DESIGN DATA -
REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: Garage 202
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): 63.3 gpm
FLOW AND PRESSURE (BOR): 63.2 gpm @ 37.2 psi
TYPE OF SYSTEM: Wet
*DETAILS:
WATER SUPPLY
Source: City Test Date: 5-27-22 Test By: M.B.
Location: Site
Static: 73 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 # 64616593 ,
granted by HRS SYSTEMS, INC.
(Notes continue after pipe calculations results.)
Note
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C GARAGE.SDF
JOB TITLE: Paradise Lane Building C Garage
WATER SUPPLY ANALYSIS
Static: 73.00 psi Resid: 20.00 psi Flow: 350.0 gpm
80.0
j
70 . C1
G 60 . C2
A
U50.0
G
E
40.0
P
R30.0
E
S
S 20.0
U
R B
10.0
E
P
s
i
14.7
LEGEND
Available pressure
70.76 psi @ 63.3 gpm
I Required pressure
60.23 psi @ 63.3 gpm
A. Source Supply Curve
B. System Demand Curve
i
80120160 200 240 280 320 360 400
FLOW (GPM)
(1) Dashed Lines indicate extrapolated values from Test Results
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C GARAGE.SDF
JOB TITLE: Paradise Lane Building C Garage
NFPA WATER SUPPLY DATA
SOURCE
STATIC
RESID. FLOW
AVAIL.
TOTAL
NODE
PRESS.
PRESS. @
PRESS.
@ DEMAND
TAG
(PSI)
(PSI) (GPM)
(PSI)
(GPM)
SRC
73.0
20.0 350.0
70.8
63.3
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
63.3
GPM
TOTAL
HOSE STREAM ALLOWANCE AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
0.0
GPM
TOTAL
DISCHARGE FROM ACTIVE SPRINKLERS
63.3
GPM
NODE ANALYSIS DATA
NODE TAG
ELEVATION
NODE
TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
SRC
0.0
SOURCE
60.2
63.3
BFI
12.0
- -
- -
52.0
- - -
BFO
12.0
- -
- -
49.0
- - -
BOR
20.0
- -
- -
37.2
- - -
TOR
26.0
- -
- -
33.7
- - -
W1
26.0
- -
- -
32.1
- - -
W2
26.0
- -
- -
19.4
- - -
W3
26.0
- -
- -
17.3
- - -
W4
26.0
- -
- -
10.2
- - -
W5
26.0
- -
- -
9.5
- - -
W6
26.0
- -
- -
7.9
- - -
D1
26.0
K=
5.60
9.5
17.3
D2
26.0
K=
5.60
7.1
15.0
D3
26.0
K=
5.60
6.3
16.1
D4
26.0
K=
5.60
7.0
14.8
REQ'D
PRESS.
(PSI)
60.2
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C GARAGE.SDF
JOB TITLE: Paradise Lane Building C Garage
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
52.00
150
SRC
0.0
60.2
63.3
BFO
K2.000
4E:24.0
36.00
BFI
12.0
52.0
63.3
1.959
T:12.0
88.00
0.035
Pipe:
2
0.0
Fixed Pressure
Loss
Device
BFI
12.0
52.0
63.2
BOR
3.0 psi,
63.2 gpm
BFO
12.0
49.0
63.2
Pipe:
3
0.0
0.0
200.00
150
BFO
12.0
49.0
63.2
TOR
K2.000
7E:42.0
42.00
BOR
20.0
37.2
63.2
1.959
242.00
0.035
Pipe:
4
0.0
0.0
6.00
120
BOR
20.0
37.2
63.2
W1
A2.000
2E:10.0
16.00
TOR
26.0
33.7
63.2
2.067
B: 6.0
22.00
0.040
Pipe:
5
0.0
0.0
11.00
150
TOR
26.0
33.7
63.2
W2
F2.000
3E:33.0
41.00
W1
26.0
32.1
63.2
2.003
2R: 8.0
52.00
0.031
Pipe:
6
0.0
0.0
T: 7.3
34.00
150
W1
26.0
32.1
63.2
W3
F1.250
3E:24.0
35.90
W2
26.0
19.4
63.2
1.394
2R: 4.6
69.90
0.181
Pipe:
7
0.0
0.0
4.00
150
W2
26.0
19.4
63.2
W4
F1.250
T: 7.3
7.30
W3
26.0
17.3
63.2
1.394
11.30
0.181
Pipe:
8
0.0
17.3
D1
16.00
150
W3
26.0
17.3
45.9
W5
F1.250
2E:16.0
23.30
W4
26.0
10.2
63.2
1.394
T: 7.3
39.30
0.181
Pipe:
9
0.0
16.1
D3
7.00
150
W4
26.0
10.2
29.8
W6
F1.250
----
0.00
W5
26.0
9.5
45.9
1.394
7.00
0.100
Pipe:
10
0.0
14.8
D4
5.00
150
W5
26.0
9.5
15.0
D2
F1.000
T: 6.0
6.00
W6
26.0
7.9
29.8
1.101
11.00
0.142
Pipe:
11
5.60
17.3
Disch
1.00
150
W4
26.0
10.2
0.0
F1.000
2T:12.0
12.00
D1
26.0
9.5
17.3
1.101
13.00
0.052
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE:
9/19/2022
C:\USERS\MIKE\PARADISE LANE BUILDING C GARAGE.SDF
JOB TITLE: Paradise
Lane Building C Garage
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:
12
5.60 16.1 Disch
6.00
150
W5
26.0
9.5 0.0 F1.000
2E:14.0
20.00
D3
26.0
8.3 16.1 1.101
T: 6.0
26.00
0.046
Pipe:
13
5.60 15.0 Disch
7.00
150
W6
26.0
7.9 0.0 F1.000
E: 7.0
13.00
D2
26.0
7.1 15.0 1.101
T: 6.0
20.00
0.040
Pipe:
14
5.60 14.8 Disch
10.00
150
W6
26.0
7.9 0.0 F1.000
2E:14.0
14.00
D4
26.0
7.0 14.8 1.101
24.00
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
(931) 659-9760
(2)
The system has
been calculated to provide an
average
imbalance at
each node of 0.008 gpm and a maximum
imbalance at
any node of 0.110 gpm.
(3)
Total pressure
at each node is used in balancing
the system.
Maximum water
velocity is 13.3 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
70.28 psi with a flow of 70.26 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 9/19/2022 C:\USERS\MIKE\PARADISE LANE BUILDING C GARAGE.SDF
JOB TITLE: Paradise Lane Building C Garage
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
2.003
2.60
11.00 12.00 4.00
1.00
17.00
1.50
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