FIR2024-0096+Calculations+10.1.2024_10.34.43_AM+4533667FI R2024-0096
of EDA 04/'
s WATER AVAILABILITY APPLICATION
Complete and submit this form through www.MyBuildingPermit.com. Submit as a
new application using the following prompts: Application Type — Utilities, Activity
Type — Utility Availability, Scope of Work — Water Main.
Vc. `Sa'' RECEIVED
Oct 01 2024
SECTION A
CITY OF EDMONDS
IF SERVICES
MENT
Applicant
Contact/Applicant Name Robert Fix
Phone Number 206-762-3311
Email permits@mckinstry.com
.com
Address 5005 3rd Ave S
city Seattle
State WA
zip 98134
Property Information Kruger Building Renovation
Address21600 H i hwa 99
cil'Edmonds
State WA
zip 98026
Parcel No. 00580700002900
Does the property currently have water service? Ayes (City of Edmonds water) ❑ No
Describe project (number of buildings, number of units, number of stories per building):
Two story fire sprinkler TI.
In what phase is the project?
❑ Design Review
❑ Preliminary Plat
Auilding Permit
❑ Rezone or Other
Associated permit application number(s), if applicable:
SECTION B
Applicability
Exemptions from Utility Availability Study: 1) Single-family residence; 2) Multi -family project of four
units or less with combo water/fire lines; 3) Short plat subdivision (four single-family lots or less). Please
check one of the following:
❑ A utility availability study IS NOT requested/required. The applicant certifies that this project
is exempt from needing a study as described above and is not requesting a full utility availability
study at this time. Please sign below and submit this form through www.MyBuildingPermit.com.
)E�A utility availability study IS requested/required for the project, and associated fees will be
due. Please submit the complete application through www.MyBuildingPermit.com.
APPLICANT SIGNATURE: &Oza DATE: 3/14/2024
APPLICANT PRINTED NAME: Baley Norton
Form Updated 3/28/2023
FI R2024-0096
SECTION C
1. E a. Water will be provided by service only to an existing 6" DI (size) water
main that is (feet) from the site.
OR Elb. Water service will require an improvement to the water system of: RECEIVED
❑ W. feet of water main to reach the site; and/or Oct 01 2024
❑ (2). The construction of a distribution system on the site; and/or CITY OF EDMONDS
El (3). Other (describe) DEVELOPMENT SERVICES
DEPARTMENT
2. 0 a. The water system is in conformance with a City approved water comprehensive plan.
OR
❑ b. The water system improvement will require a water comprehensive plan amendment.
(This will cause a delay in permit issuance and approval.)
3. ❑s a. The proposed project is within the corporate limits of the City, or has been granted
Boundary Review board approval for extension of service outside the City, or is within
the City approved service area of a private water purveyor.
OR
❑ b. Annexation or Boundary Review Board approval will be necessary to provide service.
4. ❑s a. Water is/or will be available at the rate of flow and duration indicated below at no less than
20 psi - Measured at the nearest fire hydrant 43 feet from the building/property
(or as marked on attached map)
Rate of Flow Duration
❑ Less than 500 gpm. (approximately gpm) ❑ Less than one (1) hour
❑ 500 to 999 9Pm
❑ 1500 gpm or more
❑ One (1) to two (2) hours
❑ Two (2) hours or more
❑ Flow test of gpm ❑ Other
0 Calculation of 1421.37 gpm (Commercial building permits require flow test or
calculation)
OR
❑ b. Water system is not capable of providing fire flow.
Water Agency Certification
Comments/Conditions:
Static Pressure: 102.69 psi
Residual Pressure at Available Flow: 97.73 psi
Maximum Flow: 1421.37 gpm
I hereby certify that the above information is true. This certification shall be valid for one year from the date of signature.
City of Edmonds
Jenelle Ho
(Agency Name)
(Signatory Printed Name)
Engineer
Digitally signed by Jenelle Ho
oDN:f Egenelle ho@edmondma.g O=TheAssociate
City of Elmonds,OUnIeIeHoJeneIIe H E
(Title)
(Signature/Date)
Form Updated 3/28/2023
FI R2024-0096
ristry
Of Your Building
Expires
WASHINGTON STATE ;
CERTIFICATION OF COMPETENCY
1 12/31/24
FIRE SPRINKLER SYSTEMS 1
1
1
Patrick Acierto
1 7329-1022-C Level 1
McKinstry, LLC
MCKINCL942DW
1 1
10/01 /2024
1 Signature Date 1
McKinstry
5005 3rd Ave S
Seattle, WA 98134
1-206-762-3311
Job Name
Kruger Medical Building
Drawing
F104
Location
21600 Hwy 99
Remote Area
3
Contract
124675
Data File
Kruger Medical Building Area 3.WXF
RECEIVED
Oct 01 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Water Supply Curve
McKinstry
Kruger Medical Building
FI R2024-0096
Page
Date
City Water Supply: Demand:
C1 - Static Pressure : 102.69 D1 - Elevation 8.619
C2 - Residual Pressure: 97.73 D2 - System Flow : 212.733
C2 - Residual Flow 1421 D2 - System Pressure 56.373
RECEIVER ( Demand ) : 100
System Demand : 312.733
Oct 01 2024Safety Margin 46.016
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
150
140
130
P 120
R 110
C1
C2
E 100
S 90
S 80
U 70
R 60
E 50
3
40
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Fittings Used Summary
McKinstry
Kruger Medical Building
Fitting Legend
Abbrev. Name
E NFPA 13 90' Standard Elbow
T NFPA 13 90' Flow thru Tee
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
FI R2024-0096
Page 2
Date
'/2 3/4
1
14
1'/2
2
2'h
3
3'/2
4
5 6 8 10 12
14
16
18
20
24
1 2
2
3
4
5
6
7
8
10
12 14 18 22 27
35
40
45
50
61
3 4
5
6
8
10
12
15
17
20
20
Efj; EfN �u 60
71
81
91
101
121
Oct 01 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Flow Summary - NFPA
McKinstry
FIR2024-0096
Page 3
Kruger Medical Building
Date
SUPPLY ANALYSIS
Node at
Static
Residual
Available
Source
Pressure
Pressure
Flow
Pressure Total Demand
Required Pressure
315
102.69
97.73
1421.0
102.389 312.73
RECEIVED
Oct 01 2024
CITY OF EDMONDS
NODE ANALYSIS
DEVELOPMENTDEPARTMENRVICES
Pressure
Discharge
Node Tag
Elevation
Node Type
at Node
at Node
Notes
300
22.9
5.6
16.9
23.02
0.127
180
301
22.89
5.6
16.92
23.03
0.127
180
302
22.89
5.6
16.95
23.06
0.127
180
303
22.9
5.6
17.03
23.11
0.127
180
304
22.87
5.6
17.18
23.21
0.127
180
305
22.87
5.6
17.75
23.59
0.113
150
306
22.86
5.6
18.64
24.18
0.127
180
307
22.84
5.6
19.2
24.54
0.127
180
308
22.83
5.6
19.92
24.99
0.127
180
309
22.6
40.6
310
22.01
47.32
311
20.72
48.2
500
4.52
55.4
312
1.0
57.07
313
-6.83
60.5
314
-6.83
60.5
315
3.0
56.37
100.0
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Final Calculations : Hazen -Williams
McKinstry FIR2024-0096 Page 4
Kruger Medical Building Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
300
22.9
5.60 23.02
2.5
to
301
22.89
23.02
2.635
301
22.89
5.60 23.03
2.5
to
302
22.89
46.05
2.635
RECEIVED
4.000
100
16.900
0.004
Oct 01 2024
4.000
0.0028
0.011
Vel = 1.35�ITy OF EDMONDS
DEVELIT SERVICES
4.000
100
16.915
DEPARTMENT
0.0
4.000
0.0098
0.039
Vel = 2.71
302 22.89 5.60 23.06 2.5 4.000 100 16.954
to -0.004
303 22.9 69.11 2.635 4.000 0.0202 0.081 Vel = 4.07
303
22.9
5.60 23.11
2.5
to
304
22.87
92.22
2.635
304
22.87
5.60 23.21
2.5 E
to
305
22.87
115.43
2.635
305
22.87
5.60 23.59
2.5 E
to
306
22.86
139.02
2.635
306
22.86
5.60 24.18
2.5
to
307
22.84
163.2
2.635
307
22.84
5.60 24.54
2.5
to
308
22.83
187.74
2.635
4.000
100
17.031
0.013
4.000
0.0348
0.139 Vel = 5.43
5.879 4.820
100
17.183
5.879
0.0
10.699
0.0526
0.563 Vel = 6.79
5.879 6.140
5.879
12.019
5.500
I Il
5.500
5.500
100
17.746
0.004
0.0742
0.892 Vel = 8.18
100
18.642
0.009
0.0998
0.549 Vel = 9.60
100
19.200
0.004
0.1296
0.713 Vel = 11.05
308
22.83
5.60 24.99
2.5
4E
23.515
102.670
100
19.917
to
23.516
0.100
309
22.6
212.73
2.635
126.186
0.1631
20.579
Vel =
12.52
309
22.6
0.0
4
12E
112.768
299.050
100
40.596
to
112.768
0.256
310
22.01
212.73
4.26
411.818
0.0157
6.473
Vel =
4.79
310
22.01
0.0
4
T
18.795
1.300
100
47.325
to
18.795
0.559
311
20.72
212.73
4.26
20.095
0.0157
0.315
Vel =
4.79
311
20.72
0.0
6
4E
50.252
32.130
100
48.199
to
50.252
7.016
500
4.52
212.73
6.357
82.382
0.0022
0.185
Vel =
2.15
500
4.52
0.0
6
E
17.603
5.950
120
55.400
to
T
37.72
82.984
1.525
312
1
212.73
6.357
Eql
27.661
88.934
0.0016
0.141
Vel =
2.15
312
1
0.0
6
E
20.084
7.830
140
57.066
to
20.084
3.391
313
-6.83
212.73
6.16
27.914
0.0014
0.040
Vel =
2.29
313
-6.83
0.0
6
2.590
140
60.497
to
0.0
314
-6.83
212.73
6.16
2.590
0.0012
0.003
Vel =
2.29
314
-6.83
0.0
6
2E
40.168
52.830
140
60.500
to
40.168
-4.257
315
3
212.73
6.16
92.998
0.0014
0.130
Vel =
2.29
Computer Programs by Hydratec Inc. Revision: 50.5520.727
Final Calculations: Hazen -Williams
McKinstry
FIR2024-0096
Page 5
Kruger Medical Building
Date
Node1 Elev1 K
Qa Nom Fitting
Pipe CFact Pt
to
or
Ftngs Pe
******* Notes
Node2 Elev2 Fact
Qt Act Eqiv Len
Total Pf/Ft Pf
RECEIVED
100.00
Qa _
�t1 2024
315
312.73
56.373
K Factor
CITY OF EDM ND
DEVELOPMENT SERVICES
DEPARTMENT
Computer Programs by Hydratec Inc. Revision: 50.5520.727