HomeMy WebLinkAboutPP - 14411 45TH LN S - RESIDENCE - PERMITS AND PLANS14411 45TH LN S
ASSOCIATED PERMITS
17-S-248 D17-0080
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
Date application
accepted:
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
King Co. Assessor's Tax No.: 0 0 4 0 0 0 0 3 9 7
Site Address: 14411 45th lane south Tukwila Suite Number. Floor:
Tenant Name: 1 of 3 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 Day Telephone: 253-381-4456
Company Name:
Evergreen Fire Protection
Mailing Address:
PO BOX 998 Puyallup 98371
City State Zip
E-mail Address: Evergreenfirepro@msn.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:
\ Y
Signature: " "
Print Name: Mike Hutchinson
Plan Permit App.doc
Day Telephone:
Date: 12/13/2017
253-381-4456
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:
teyfr3
J
(
Type of Inspectio • .i4ed
Address:
Suite #: (44'ft
/
t.
( C •
Contact Person:
Special Instructions:
7
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
�r r�
ro",�i
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:M
Date: /46/ /(
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
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/ 7 -S —4.3-Y2-
DI-1-0080
�-YZ
DIS-0080
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: ���� // 4,...e.0Type
/ 'lil/lG�
of Inspection:
-- - C -ova
Address:f�
#: � Wff
7 LSV.
tSuite
Contact Person:
Special Instructions:
Permits:
Phone No.:
Approved per applicable codes.
riCorrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
/��JGli'7- — PAs5ed &c••.g ,
.5=1
6
Z 4/1--0-4
17164(A5
Xtd‘e, -tr.e( ,i.i.( ,‘.-
/� #/ /6 71-1%pe,-2
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Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
Vi `
S�
Date:
2/7/f
Hrs.:
/ _ v
$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
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 3 Multani
Tukwilla
14411 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
DATE: '12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 2
WATER SUPPLY CURVE
60.0 A CC
54.0
P
48.0
R
E
S 42.0
S
36.0
U
R
E 30.0
( 24.0
P
18.0
S
I
12.0
6.0
CB
CD
0.0 1 I I 1 1 1 1 1 1
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: 12/17/2017 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
3 20.0 10.1
4 20.0 11.9
5 10.0 16.6
6 10.0 16.8
7 0.0 21.6
8 0.0 26.6
9 0.0 27.1
10 0.0 SOURCE 32.2
2 20.0 10.1
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 10.1
3 20.0 10.1 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: 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 10.1 13.0 1.101 5R: 5 56.00 0.031 1.7
Pipe: 4 0.00 10.00 150 16.6
5 10.0 16.6 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 16.6 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 27.1
9 0.0 27.1 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 27.1 13.0 1.101 1.00 0.031 5.0
Fixed Pressure Loss Device: 5.00 psi
Pipe: 10 0.00 5.00 150 10.1
3 20.0 10.1 0.0 1.000 B: 5 5.00 0.0
DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 4
2 20.0 10.1 0.0 1.101 10.00 0.000 0.0
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
3 20.0 10.1
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
2 20.0 K= 4.26 9.8
13.0
13.3
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 10.1
3 20.0 10.1 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: 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 10.1 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
10 0.0 41.2 26.3 8 1.000 0.00 0.0
9 0.0 36.1 26.3 1.101 1.00 0.113 5.1
Fixed Pressure Loss Device: 5.0 psi
DATE: '12/17/2017 C:\HASS CALCS\3 lots Multani
Pipe: 10
3 20.0
2 20.0
4.26
10.1
9.8
Legend:
PT - Total Pressure at Node
Fl - Flow rate (gpm)
L - Pipe Length
F - Fitting Length
T - Total Length of Pipe
13.3 Disch
13.3
Tukwills.rdf
5.00 150
1.000 B: 5 5.00
1.101 10.00 0.032
C - Hazen -Williams Coefficient
FL/FT - Friction Loss per Foot
Pt - Total Pressure Loss
Pe - Elevation Pressure Loss
Pf - Friction Pressure Loss
Page 5
10.1
0.0
0.3
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v, X= X, Y=
The maximum velocity of water flow occurs in pipe 6
at 4.38 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 6
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) 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
in Feet
S G
SwgChk GatVly
8.00 2.00
14.00 3.00
X Y z
X Y z
0.00 0.00 0.00
0.00 0.00 0.00
A negative value for flow rate indicates the direction of flow
A Fixed Pressure Loss Device calcualtes as a positive friction
A Fire Pump calculates as a negative friction loss
is from the second, pipe n
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
DATE:112/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf
•
EVERGREEN FIRE PROTECTION, INC.
10509 64th AVENUE E
PUYALLUP,WA 98373
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
Lot 3 Multani 9' single sprinkler
Tukwilla
14411 45th lane south
Date: 12/17/2017
File No:
Data File Name: 3 lots Multani Tukwills.rdf
SPRINKLER SPACING
Page 1
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 F1 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
Page 2
60.0
54.0
P
48.0
R
E
S
S
U
R
E
(
P
S
I
0D
42.0
36.0
30.0
24.0
18.0
12.0-
6.0
0.0 1 1 I I 1 I 1 1 1 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 C = Available Water Supply
60.0 psi @ 18.0 gpm 60.0 psi @ 18.0 gpm
B = Required Water Supply D = Required Water Supply
44.2 psi @ 18.0 gpm 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
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 38.1
9 0.0 39.1
10 0.0 SOURCE 44.2
18.0
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 38.1
8 0.0 38.1 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 38.1 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
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 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 38.1
9 0.0 39.1
10 0.0 SOURCE 44.2
Page 4
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 38.1
8 0.0 38.1 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 38.1 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
DATE:" 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf
Legend:
PT - Total Pressure at Node
Fl - 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
Page 5
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 8
at 6.08 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 5
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 Feet
(in) E L B R C S G
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly
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 0.015 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
' `,1 • 1
..1
ALL PIP
8' MAX , 0
9'MA)11
ETO BE
PRI KLER C
F WALLS WI
TH
FF WALLS W
TH1
•
GREAT ROOM
PVC UNLESS OTHEWISE \OTED.
VERAE TO BE 16' X 16'
H 2 SPRINKLERS OR MODE WITHIN
C00.?6\RTMENT
RE AHSINGLE SPRI\KLE COVERS
COMPARTMENT
PIPE /4*,
I
11
INSULATION
INSULATION
PRESSURE
GAUGE
TING DETAIL
TO SYSTEM
DRAIN VALVE
FLOW SWITCH (WIRE TO OUTSIDE BELL)
DRAIN PIPED' TO EXTERIOR
1" AMES 2000B BACKFLOW PREVENTER
(10)
To domestic piping
1.5"
80'
NTS
IFR
RIS
-R
CHE
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i I
1 •
1 ,
1 i i
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MEDIA ROOM
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UPE FLO
PLA
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-0"
General Notes
Sprinkler Symbol Legend
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.
SYM
SPRINKLER ORIFICE SIZE, TYPE & FINISH
QUAN
TEMP K FACTOR
•
RELIABLE RFC 43 16'x16' 2 head flow requirement 26 GPM 0 9.6 psi
25
155'
4.3
RELIABLE F1 RES 49 16'x16' FLOW REQUIREMENT 26 GPM @ 9.6 psi
155'
4.9
RELIABLE F1 RES 44 SIDEWALL 16' X 20'
155'
4.4
VICTAULIC DRY UPRIGHT '
200'
5.6
Reliable F 3 QR DRY Sidewall
155'
5.6
TOTAL
27
EVEGEE\ FRE POTECTIO\
PO BOX 998
Puyallup, WA 98371
evergfp967Iz
Phone: (253) 252-7942
DATE: 12/12/2017
REV: DRAWN: MH
SHEET:
I\C
1 OF1
•
I. 1 Li
lot 2
south
lot 3
south
144
Tukwila
14411
Tukwila
Lot 5 14419 45th
south Tukwila.
J4/0.•
0 Without Comments
IZC As Noted in Red
0 Per The Attached Letter
These plans .have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current City
standards. Acceptance is subject to errors and
omissions Which do not authorize viohtions of adopted
standards anti ordinances. The responsibility for the
adequacy of-desion totally withthe designer.
Additions, deletions ,-(2\fisions to these drawings after
this date will:void ttit;! r:Y..7ceptance and will require a
resubmittal of revisP..!--. (i7awings for subsequent approval.
Final accentanc€-.; ;5,j ojec.- co field test and Inspection by
The Tukwil6. i-,ieyenon Bureau.
Date: b- -):-71
eick)‘01- .
clvo revoreol.
44 Plow C444-) -1-1)1x
TUKWILA FRE DEPARTMENT
Piease, :NY5•75-4.14)7 and
'y '4: P2rrit: No.
for Ehut
..:own or reatorztion appoval.
Sheet Title
Job Title
PAID
.1 2017
WkWILA FIRE
---41( 2–
•
lane
anel,
1.1
lane II:,
•
,•
i
Stamp
\F--/6\ 13D FR
Lot 3 V ulc
--
111 1 5-tn lc
TuKwilc
WASHINOtON STATE
CERTIFICATE OP COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Michael D. Hutchinson
1166-0599-EI6 Level 2
Evergreen Fire Protection, Inc.
P9137LZ
ure
_ DLA\
nti
ne south
Wc.
14411 45 LN S
17-S-248