HomeMy WebLinkAboutPP - 14407 45TH LN S - RESIDENCE - PERMITS AND PLANS14407 45TH LN S
ASSOCIATED PERMITS
17-S-242 D17-0079
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
BYEBEM 206-575-4407
SITE LOCATION
Date application
accepted:
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete m order to be accepted for plan review.
**PLEASE PRINT**
Site Address: 14407 45th lane south Tukwila
King Co. Assessor's Tax No.: 0 0 4 0 0 0 0 3 9 6
Suite Number: Floor:
Tenant Name: 1 of 2 New Tenant? ❑ - Yes ❑ - No
Property Owner's Name: MJM HOMES LLC
Mailing Address:
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: Mike Hutchinson
Company Name:
Evergreen Fire Protection
Day Telephone: 253-381-4456
Mailing Address:
PO BOX 998 Puyallup 98371
City State Zip
E-mail Address: Evergreenfireproemsn.com Fax Number: 253-252-7943
Valuation of Project (contractor's bid price): $ 5000.00
Scope of Work (please provide detailed information): new NFPA 13D fire sprinkler system
27
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
vv
Date: 12/13/2017
Print Name: Mike Hutchinson Day Telephone: 253-3814456
Plan Permit App.doc 5/14/10 TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: tot. a
"
Mkt ktiCk
Type of Inspection:
j
ezei____
Address:/
#:Contact
43-17...ei•i,>./Suite
Person:
Phone No.:
Ft/%'Ft/%'#
Special Instructions:
Approved per applicable codes.
nCorrections required prior to approval.
COMMENTS:
kI D �l d �erm�-f- O✓1 Se fe_ (5/5 'fey))
4-gs+- eA)s
(Vz.
11-Nisfit)
tV
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
0
Permits:
Occupancy Type:
Inspector: c4
Date: Mich 5(
Hrs.: 1
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form. .Doc
3/14/14
T.F.D. Form F.P. 113
l
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/7—S — iy$
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
/, GIG �/
Sprinklers:
Type of Inspection: ,
CovOr' rw/ii
Address:fid,
Suite #: / W0 7
f,
r3 cA/ •
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
P7'.
Approved per applicable codes.
COMMENTS:
I I Corrections required prior to approval.
thi/r /, 12ec% t esiva(
c( 7' rn 2 K*fes gett
fr 3 - J°fc:55
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
/7
67
Date:
,�/Z�B
Hrs.:
yo
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
t
DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 1
EVERGREEN FIRE PROTECTION, INC.
10509 64th AVENUE E
PUYALLUP,WA 98373
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
Lot 2 Multani 9' single sprinkler
Tukwilla
14407 45th lane south
Date: 12/17/2017
File No:
Data File Name: 3 lots Multani Tukwills.rdf
SPRINKLER SPACING
324.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 18.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 9.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0612 RFC43 Fl Conc .Pend.18x18) K=4.30
Calculated K Factor for Arm -Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.26 (Incl. 1 Tee)
0.0 ft. x 1.101 in. Arm -Over: K=4.25 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC S-40 HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 60.0 psi Resid: 0.0 psi Flow: 0.0 gpm
Public Main Size: 0 in
Domestic Demand: 0.0 gpm at node number 0
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 18.0 17.9 1 18.0 60.0 44.2
1 18.0 17.9 1 18.0 60.0 44.2
REVIEWING AUTHORITY
City of Tukwilla
DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf
WATER SUPPLY CURVE
60.0
54.0
P
48.0
R
E
42.0
S
36.0
R
E 30.0
P
S
I
24.0
18.0
12.0
6.0
CC
Page 2
CD
0.0 { I I I I I f I I I
02 4 6 8 10 12 14 16 18 20
FLOW (GPM)
Static = 60.0 psi (fixed pressure)
(1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply
60.0 psi @ 18.0 gpm
B = Required Water Supply
44.2 psi @ 18.0 gpm
C = Available Water Supply
60.0 psi @ 18.0 gpm
D = Required Water Supply
44.2 psi @ 18.0 gpm
DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf
RESULTS OF ANALYSIS
NFPA NODE & PIPE DATA
1 Sprinkler Flowing
Node Tag Elevation Node Type Pressure Discharge Notes
(FT) (PSI) (GPM)
1 20.0 K= 4.26 17.9 18.0
3 20.0 19.4
4 20.0 22.5
5 10.0 27.7
6 10.0 28.0
7 0.0 33.1
8 0.0 38.2
9 0.0 39.1
10 0.0 SOURCE 44.2
Page 3
Pipe Tag K-fac AF AF to L C (Pt)
Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes
To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf)
Pipe: 1 4.26 2R: 2 20.00 150 19.4
3 20.0 19.4 18.0 Disch 1.000 B: 5 7.00 0.0
1 20.0 17.9 18.0 1.101 27.00 0.056 1.5
Pipe: 3 0.00 B: 5 36.00 150 22.5
4 20.0 22.5 18.0 1 1.000 2L:10 20.00 0.0
3 20.0 19.4 18.0 1.101 5R: 5 56.00 0.056 3.1
Pipe: 4 0.00 10.00 150 27.7
5 10.0 27.7 18.0 3 1.000 B: 5 5.00 4.3
4 20.0 22.5 18.0 1.101 15.00 0.056 0.8
Pipe: 5 0.00 1.00 150 28.0
6 10.0 28.0 18.0 4 1.000 B: 5 5.00 0.0
5 10.0 27.7 18.0 1.101 6.00 0.056 0.3
Pipe: 6 0.00 10.00 150 33.1
7 0.0 33.1 18.0 5 1.000 3R: 3 3.00 4.3
6 10.0 28.0 18.0 1.101 13.00 0.056 0.7
Pipe: 7 0.00 1.00 150 38.2
8 0.0 38.2 18.0 6 1.000 0.00 0.0
7 0.0 33.1 18.0 1.101 1.00 0.056 5.1
Fixed Pressure Loss Device: 5.00 psi
Pipe: 8 0.00 80.00 150 39.1
9 0.0 39.1 18.0 7 1.500 4L:28 28.00 0.0
8 0.0 38.2 18.0 1.598 108.00 0.009 1.0
Pipe: 9 SOURCE 1.00 150 44.2
10 0.0 44.2 18.0 8 1.000 0.00 0.0
9 0.0 39.1 18.0 1.101 1.00 0.056 5.1
Fixed Pressure Loss Device: 5.00 psi
DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 4
RESULTS OF ANALYSIS
NFPA NODE & PIPE DATA
1 Sprinklers Flowing
Node Tag Elevation Node Type Pressure Discharge Notes
(FT) (PSI) (GPM)
1 20.0 K= 4.26 17.9
3 20.0 19.4
4 20.0 22.5
5 10.0 27.7
6 10.0 28.0
7 0.0 33.1
8 0.0 38.2
9 0.0 39.1
10 0.0 SOURCE 44.2
18.0
Pipe Tag K-fac AF AF to L C (Pt)
Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes
To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf)
Pipe: 1 4.26 2R: 2 20.00 150 19.4
3 20.0 19.4 18.0 Disch 1.000 B: 5 7.00 0.0
1 20.0 17.9 18.0 1.101 27.00 0.056 1.5
Pipe: 3 0.00 B: 5 36.00 150 22.5
4 20.0 22.5 18.0 1 1.000 2L:10 20.00 0.0
3 20.0 19.4 18.0 1.101 5R: 5 56.00 0.056 3.1
Pipe: 4 0.00 10.00 150 27.7
5 10.0 27.7 18.0 3 1.000 B: 5 5.00 4.3
4 20.0 22.5 18.0 1.101 15.00 0.056 0.8
Pipe: 5 0.00 1.00 150 28.0
6 10.0 28.0 18.0 4 1.000 B: 5 5.00 0.0
5 10.0 27.7 18.0 1.101 6.00 0.056 0.3
Pipe: 6 0.00 10.00 150 33.1
7 0.0 33.1 18.0 5 1.000 3R: 3 3.00 4.3
6 10.0 28.0 18.0 1.101 13.00 0.056 0.7
Pipe: 7 0.00 1.00 150 38.2
8 0.0 38.2 18.0 6 1.000 0.00 0.0
7 0.0 33.1 18.0 1.101 1.00 0.056 5.1
Fixed Pressure Loss Device: 5.0 psi
Pipe: 8 0.00 80.00 150 39.1
9 0.0 39.1 18.0 7 1.500 4L:28 28.00 0.0
8 0.0 38.2 18.0 1.598 108.00 0.009 1.0
Pipe: 9 SOURCE 1.00 150 44.2
10 0.0 44.2 18.0 8 1.000 0.00 0.0
9 0.0 39.1 18.0 1.101 1.00 0.056 5.1
Fixed Pressure Loss Device: 5.0 psi
w ..
GATE':12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 5
Legend:
PT - Total Pressure at Node
F1 - Flow rate (gpm)
L - Pipe Length
F - Fitting Length
T - Total Length of Pipe
C - Hazen -Williams Coefficient
FL/FT - Friction Loss per Foot
Pt - Total Pressure Loss
Pe - Elevation Pressure Loss
Pf - Friction Pressure Loss
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg,
The maximum velocity of water flow occurs in pipe
at 6.08 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe
at 6.07 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C MATERIAL: CPVC S-40 HWC: 150
Diameter Equivalent Fitting Lengths
(in) E L B R C
45 Ell 90 Ell TeeBch TeeRun Couplg
1.101 1.00 5.00 5.00 1.00 1.00
1.598 2.00 7.00 8.00 1.00 1.00
S=SwgChk, G=GatVly, X= X, Y=
8
2
in Feet
S G X Y
SwgChk GatVly X Y
8.00 2.00 0.00 0.00
14.00 3.00 0.00 0.00
A negative value for flow rate indicates the direction of flow is from
A Fixed Pressure Loss Device calcualtes as a positive friction loss
A Fire Pump calculates as a negative friction loss
z
z
0.00
0.00
the second pipe n
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.7.0 computer program (License No. R609099990)
to provide an average imbalance of 0.015 gpm at each node and
a maximum imbalance of 0.14 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.07 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 44.2 psi and a 7 minute flow of 126 gal. and a 10 minute flow of 180.0 gallons.
The minimum pressure at any node is 17.9 psi at node 1.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: !,x/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 1
/?-
EVERGREEN
?-EVERGREEN FIRE PROTECTION, INC.
10509 64th AVENUE E
PUYALLUP,WA 98373
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
Lot 2 Multani
Tukwilla
14407 45th lane south
Date: 12/17/2017
File No:
Data File Name: 3 lots Multani Tukwills.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0612 RFC43 Fl Conc .Pend.(16x16) K=4.30
Calculated K Factor for Arm -Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.26 (Incl. 1 Tee)
0.0 ft. x 1.101 in. Arm -Over: K=4.25 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC S-40 HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 60.0 psi Resid: 0.0 psi Flow: 0.0 gpm
Public Main Size: 0 in
Domestic Demand: 0.0 gpm at node number 0
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 13.0 9.3 1 13.0 60.0 32.2
2 13.0 9.3 1 26.3 60.0 41.2
REVIEWING AUTHORITY
City of Tukwilla
D1TE: ',2/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 2
P
R
E
S
WATER SUPPLY CURVE
60.0 CA CC
54.0
48.0
42.0
S
36.0
R
30.0
E
P
S
I
24.0
18.0
12.0
6.0
CB
CD
0.0 1 1 1 I 1 1 1 I f I
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static = 60.0 psi (fixed pressure)
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply
60.0 psi @ 13.0 gpm
B = Required Water Supply
32.2 psi @ 13.0 gpm
C = Available Water Supply
60.0 psi @ 26.3 gpm
D = Required Water Supply
41.2 psi @ 26.3 gpm
DATE: 2/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 3
RESULTS OF ANALYSIS
NFPA NODE & PIPE DATA
1 Sprinkler Flowing
Node Tag Elevation Node Type Pressure Discharge Notes
(FT) (PSI) (GPM)
1 20.0 K= 4.26 9.3 13.0
2 20.0 10.2
3 20.0 10.2
4 20.0 11.9
5 10.0 16.7
6 10.0 16.8
7 0.0 21.6
8 0.0 26.6
9 0.0 27.2
10 0.0 SOURCE 32.2
Pipe Tag K-fac AF AF to L C (Pt)
Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes
To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf)
Pipe: 1 4.26 2R: 2 20.00 150 10.2
3 20.0 10.2 13.0 Disch 1.000 B: 5 7.00 0.0
1 20.0 9.3 13.0 1.101 27.00 0.031 0.8
Pipe: 2 0.00 5.00 150 10.2
3 20.0 10.2 0.0 1.000 B: 5 5.00 0.0
2 20.0 10.2 0.0 1.101 10.00 0.000 0.0
Pipe: 3 0.00 B: 5 36.00 150 11.9
4 20.0 11.9 13.0 1 1.000 2L:10 20.00 0.0
3 20.0 10.2 13.0 1.101 5R: 5 56.00 0.031 1.7
Pipe: 4 0.00 10.00 150 16.7
5 10.0 16.7 13.0 3 1.000 B: 5 5.00 4.3
4 20.0 11.9 13.0 1.101 15.00 0.031 0.5
Pipe: 5 0.00 1.00 150 16.8
6 10.0 16.8 13.0 4 1.000 B: 5 5.00 0.0
5 10.0 16.7 13.0 1.101 6.00 0.031 0.2
Pipe: 6 0.00 10.00 150 21.6
7 0.0 21.6 13.0 5 1.000 3R: 3 3.00 4.3
6 10.0 16.8 13.0 1.101 13.00 0.031 0.4
Pipe: 7 0.00 1.00 150 26.6
8 0.0 26.6 13.0 6 1.000 0.00 0.0
7 0.0 21.6 13.0 1.101 1.00 0.031 5.0
Fixed Pressure Loss Device: 5.00 psi
Pipe: 8 0.00 80.00 150 27.2
9 0.0 27.2 13.0 7 1.500 4L:28 28.00 0.0
8 0.0 26.6 13.0 1.598 108.00 0.005 0.5
Pipe: 9 SOURCE 1.00 150 32.2
10 0.0 32.2 13.0 8 1.000 0.00 0.0
9 0.0 27.2 13.0 1.101 1.00 0.031 5.0
D1TE: /2/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 4
Fixed Pressure Loss Device: 5.00 psi
RESULTS OF ANALYSIS
NFPA NODE & PIPE DATA
2 Sprinklers Flowing
Node Tag Elevation Node Type Pressure Discharge Notes
(FT) (PSI) (GPM)
1 20.0 K= 4.26 9.3 13.0
2 20.0 K= 4.26 9.8 13.3
3 20.0 10.2
4 20.0 16.5
5 10.0 22.5
6 10.0 23.2
7 0.0 29.0
8 0.0 34.1
9 0.0 36.1
10 0.0 SOURCE 41.2
Pipe Tag K-fac AF AF to L C (Pt)
Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes
To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf)
Pipe: 1 4.26 2R: 2 20.00 150 10.2
3 20.0 10.2 13.0 Disch 1.000 B: 5 7.00 0.0
1 20.0 9.3 13.0 1.101 27.00 0.031 0.8
Pipe: 2 4.26 5.00 150 10.2
3 20.0 10.2 13.3 Disch 1.000 B: 5 5.00 0.0
2 20.0 9.8 13.3 1.101 10.00 0.032 0.3
Pipe: 3 0.00 13.3 2 B: 5 36.00 150 16.5
4 20.0 16.5 13.0 1 1.000 2L:10 20.00 0.0
3 20.0 10.2 26.3 1.101 5R: 5 56.00 0.113 6.3
Pipe: 4 0.00 10.00 150 22.5
5 10.0 22.5 26.3 3 1.000 B: 5 5.00 4.3
4 20.0 16.5 26.3 1.101 15.00 0.113 1.7
Pipe: 5 0.00 1.00 150 23.2
6 10.0 23.2 26.3 4 1.000 B: 5 5.00 0.0
5 10.0 22.5 26.3 1.101 6.00 0.113 0.7
Pipe: 6 0.00 10.00 150 29.0
7 0.0 29.0 26.3 5 1.000 3R: 3 3.00 4.3
6 10.0 23.2 26.3 1.101 13.00 0.113 1.5
Pipe: 7 0.00 1.00 150 34.1
8 0.0 34.1 26.3 6 1.000 0.00 0.0
7 0.0 29.0 26.3 1.101 1.00 0.113 5.1
Fixed Pressure Loss Device: 5.0 psi
Pipe: 8 0.00 80.00 150 36.1
9 0.0 36.1 26.3 7 1.500 4L:28 28.00 0.0
8 0.0 34.1 26.3 1.598 108.00 0.018 2.0
Pipe: 9 SOURCE 1.00 150 41.2
D1iTE::12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf
10 0.0 41.2
9 0.0 36.1
Legend:
PT - Total Pressure at Node
Fl - Flow rate (gpm)
L - Pipe Length
F - Fitting Length
T - Total Length of Pipe
26.3 8 1.000 0.00
26.3 1.101 1.00 0.113
Fixed Pressure Loss Device: 5.0 psi
C - Hazen -Williams Coefficient
FL/FT - Friction Loss per Foot
Pt - Total Pressure Loss
Pe - Elevation Pressure Loss
Pf - Friction Pressure Loss
Page 5
0.0
5.1
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y=
The maximum velocity of water flow occurs in pipe 7
at 4.38 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 9
at 8.88 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C MATERIAL: CPVC S-40 HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatV1v
1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00
1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00
X Y
X Y
0.00 0.00
0.00 0.00
z
z
0.00
0.00
A negative value for flow rate indicates the direction of flow is from the second pipe n
A Fixed Pressure Loss Device calcualtes as a positive friction loss
A Fire Pump calculates as a negative friction loss
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.7.0 computer program (License No. R609099990)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.05 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.06 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 41.2 psi and a 7 minute flow of 184 gal. and a 10 minute flow of 263.5 gallons.
The minimum pressure at any node is 9.3 psi at node 1.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
ALL PIPE T
11
BE
PVC UN
ESS OTHERWISE \ OTED.
SPRI KLER CVERAyE TO E 16' X 16'.
8' MAX OFF WALLS WITH 2 PRINKL.ERS' OR MORE WITHIN
TH COMPARTMENT
9' MAX OFF WALLS W,RE'; A SINGLE SPRINKLER COVERS
THE COMPARTMENT
INSULATION
INSULATION TINGyp1DETAIL
PRESSURE
GAUGE
S
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NTS
TO SYSTEM
DRAIN VALVE
FLOW SWITCH (WIRE TO OUTSIDE BELL)
DRAIN PIPED TO EXTERIOR
1" AMES 2000B BACKFLOW PREVENTER
<10>
To domestic ijping
1 1 1.5"
>~� 80'
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lot 2
south
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14407 45th
Tukwila
4411 45th
Tukwila
ane
ane
Lot 5 14419 45t1i lane
south Tukwila.
O Without Comments
( As Noted in Red
O Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conform& -e with current City
standards. Acceptance is subject is e r rs and
omissions which do not authorize. violations of adopted
standards and ordinances. The responsibility for the
adequacy of design totally with the designer.
Additions, deletio,•rg revisions to these drawings after
this date will void WE acceptance and will require a.
resubmittai of reeked drawings for subsequent approval.
Final acceptance is subject to fleid test and Inspection by
The Tukwila Fire Prevention Bureau.
Date: /1 '11- /7 By: / v .., 1 1
4 .1.154Ii the
• /1/CO YeV)►
Flow C kole4i ) -I- 4- rrv,44 •
TUKWILA FIRE DEPARTMENT
Please call 2C -4w..5 5.4.107 and
give thisF;Te Per O GSd. No.
and exact address for shut-
down or restoration approval
PAID
l c, 18 2017
rw ��
TUKWILA FSRF
-4-2.9g 2
Stamp
;rnraowaeearafffffaooryamoogAfel
tt WAS INOTON STATE
FIRE
CERTIFICATE SPRIINKtCOmLER S $.EMB Q
Michael D. Hutchinson
1166 -0699 -SG Level 2
EVER reen FP967 Protection, inc.
0
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orfffaoforfffima/Z:
0
General Notes
1. OWNER TO PROVIDE ADEQUATE HEAT (40'F. MIN) TO PREVENT
SPRINKLER PIPES FROM FREEZING.
2. OWNER TO PROVIDE HARD WIRED HOME SMOKE DETECTION SYSTEM.
3. CPVC PIPE SHALL HAVE HANGERS 6'-0" c\c AND NOT MORE THAN
6" FROM ANY SPRINKLER HEAD.
4. ALL ATTIC PIPING TO BE TENTED WITH BATT INSULATION TO PREVENT
FREEZING.
5. ALL PIPING TO BE 1" C.P.V.C. U.N.O.
Sprink er Symbol Legend
SYM SPRINKLER ORIFICE SIZE, TYPE &
FINISH
• RELIABLE RFC 43 16'x16' 2 head flow requirement 26 GPM ® 9.6 psi
RELIABLE F1 RES 49 16'x16' FLOW REQUIREMENT 26 GPM ® 9.6 psi
QU AN
25
TEMP K FACTOR
155'
4.3
155'
4.9
RELIABLE F1 RES 44 SIDEWALL 16 X 20'
2
155'
4.4
VICTAULIC DRY UPRIGHT '
200'
5.6
Reliable F 3 QR DRY Sidewoll
155'
5.6
TOTAL
27
EVEGEE\ FIDE POTECTIO\
PO BOX 998
Puyallup, WA 98371
evergfp967Iz
Phone: (253) 252-7942
I\C
DATE: 12/12/2017
REV: DRAWN: MH
SHEET:
1 OF1
Sheet Title
\P3A 1 3D
Lot 2
FIDE DLA\
Vucnti
Job Title
07 5th c
Tu KWIC,
ne south
Wc.
14407 45 LN S
17-S-242
9(717fA L I