HomeMy WebLinkAboutPP - 14416 44TH LN S - RESIDENCE - PERMITS AND PLANS14416 44TH LN S
ASSOCIATED PERMITS
15-S-174 D15-0124
4431itial%
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.:
Site Address: 14416 44th Lane S. Suite Number. Floor:
Tenant Name: Foster Plat lot 3 New Tenant? ❑ - Yes 0 - No
Property Owner's Name: Soundbuilt Homes
Mailing Address:
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: Mike Hutchinson
Company Name: Evergreen Fire Protection
Day Telephone:
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): $ 4100.00
Scope of Work (please provide detailed information): new NFPA 13D fire sprinkler system
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:
Print Name: Mike Hutchinson
Plan Permit App.doc
5/14/10
Day Telephone:
Date: 10/15/2015
253-381-4456
TFD FP Form 8
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
-PIS-- O (29
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: 54, eiwr 3
Sprinklers:
Type of Inspection:
�� cleat-
r4 /
Address:
Suite #: /qq/G
cicr
GA)
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
2 lc -S @
i - /ASS
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: r./.. --are_
ick r3
Date: '(/j /
/6
Hrs.:
/_ o
I'
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
i --2y
Zv$ -
01;p
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
--54-eof
/414
Type of Inspection:
c.s rie el Le.,._ /1/41)/-e.,
Address: /
,/g. -.'
Contact Person:
Suite #: /4#/6
i
Special Instructions:
Phone No.:
tJ�
proved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Ott z 4) t -er
/-,ofo — o,"
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:4A at C2____
Date: i/i/jc
Hrs.:
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: 10/15/2015 C:\program files\HRS Systems\hhouse34\2853.rdf
EVERGREEN FIRE PROTECTION, INC.
10509 64th AVENUE E
PUYALLUP,WA 98373
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
Foster Plat lot 3
Tukwilla
14416 44th Lane S.
Date: 10/15/2015
File No:
Data File Name: 2853.rdf
SPRINKLER SPACING
Page 1
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: RASCO Descr: RA0612 RFC43 F1 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 36.8
2 13.0 9.3 1 26.3 60.0 47.1
REVIEWING AUTHORITY
City of Tukwilla
I WWWWWWrrrsrrrr�TAT! rrr+w�-rti
"�r�NINOTON
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS R
M
Michael D. Hutchinson•
1166 -0599 -BG Level 11
•
Evergreen Fire P otection, Inc. o
EVE' %� P r + - E,tPire+.
•
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8 rLL ...................
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DATE: 10/15/2015 C:\program files\HRS Systems\hhouse34\2853.rdf Page 2
$
PIPE & NODE DATA
P # END LEN FIT.
HWC NOD DIA EQV.LN
RESULTS OF ANALYSIS
FIXD
LOSS EL SP
PUMP (FT) (K)
* FLOW ANALYSIS
* 1 sprinkler flowing * 2 sprinklers flowing
* *
*DISCH FLOW PF PT *DISCH FLOW PF PT
* (GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI)
* *
1 1 15.00 B ---- 30.0 4.26 13.0 -13.0 0.61 9.3 13.0 -13.0 0.61 9.3
150 3 1.101 5.0 ---- 30.0 ---- ---- -0.03 0.00 9.9 ---- -0.03 0.00 9.9
2 2 1.00 B ---- 30.0 4.26 ---- 0.0 0.00 9.9 13.3 -13.3 0.19 9.7
150 3 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 9.9 ---- -0.03 0.00 9.9
3 3 8.00 2L ---- 30.0 ---- ---- -13.0 0.55 9.9 ---- -26.3 2.03 9.9
150 4 1.101 10.0 ---- 30.0 ---- ---- -0.03 0.00 10.5 ---- -0.11 0.00 12.0
4 4 20.00 BR 30.0 ---- ---- -13.0 0.80 10.5 ---- -26.3 2.93 12.0
150 5 1.101 6.0 ---- 10.0 ---- ---- -0.03 8.67 19.9 ---- -0.11 8.67 23.6
5 5 30.00 2LB4R ---- 10.0 ---- ---- -13.0 1.50 19.9 ---- -26.3 5.53 23.6
150 6 1.101 19.0 ---- 10.0 ---- ---- -0.03 0.00 21.4 ---- -0.11 0.00 29.1
6 6 10.00 3R ---- 10.0 ---- ---- -13.0 0.40 21.4 ---- -26.3 1.47 29.1
150 7 1.101 3.0 ---- 0.0 ---- ---- -0.03 4.33 26.2 ---- -0.11 4.33 34.9
7 7 1.00
150 8 1.101
8 8 80.00
150 9 1.598
9 9 1.00
150 10 1.101
-5.0
0.0 ----
4L ----
28.0 ----
-5.0
0.0 ----
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV.
PUMP
SP -
FLOW
PF -
PT -
0.0 ---- ---- -13.0 0.03 26.2 ---- -26.3 0.11 34.9
0.0 ---- ---- -0.03 0.00 31.2 ---- -0.11 0.00 40.0
0.0 ---- ---- -13.0 0.54 31.2 ---- -26.3 1.99 40.0
0.0 ---- ---- 0.00 0.00 31.7 ---- -0.02 0.00 42.0
0.0 ---- ---- -13.0 0.03 31.7 ---- -26.3 0.11 42.0
0.0 SRCE ---- -0.03 0.00 36.8 ---- -0.11 0.00 47.1
LN - Pipe Equivalent Length
- Pump Pressure
K -Factor
- Flow Rate
Pressure Loss due to Friction
Total Pressure at Node
Node Notes
Pipe Notes
LEN - Pipe Length
FIT. - Pipe Fittings
FIXD LOSS - Fixed Loss Device
EL - Node Elevation
DISCH - Discharge in gpm
FL/FT - Friction Loss per Foot
PE - Pressure Loss due to Elevation
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v, X= X,
DATE: 10/15/2015 C:\program files\HRS Systems\hhouse34\2853.rdf Page 3
•
The maximum velocity of water flow occurs in pipe 9
at 4.39 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 9
at 8.87 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 X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z
1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00
1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.4 computer program (License No. R609099990)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.08 gpm with one sprinkler
flowing, and 0.014 gpm at each node and maximum imbalance
of 0.14 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 47.1 psi and a 7 minute flow of 184 gal. and a 10 minute flow of 262.9 gallons.
The minimum pressure at any node is 9.3 psi at node 1.
Under full flow conditions the minimum source pressure is 20.0 psi with a minimum
of 60.0 psi and a 7 minute flow of 224 gal. and a 10 minute flow of 320.0 gallons.
The minimum pressure at any node is 14.6 psi at node 1.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 10/15/2015 C:\program files\HRS Systems\hhouse34\2853.rdf Page 4
P
R
E
S
S
U
R
E
(
P
S
I
60.0
54.0
48.0
42.0
36.0
30.0
24.0
18.0
12.0
6.0
0.0
0A
sB
WATER SUPPLY CURVE
C
CD
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
36.8 psi @ 13.0 gpm
C = Available Water Supply
60.0 psi @ 26.3 gpm
D = Required Water Supply
47.1 psi @ 26.3 gpm
6.5.3 A warning sign, with minimum'' 'A inch letters, shall be affixed
adjacent to the main shutoff valve and shall state the following:
TEST HEADS
NATIO
WARNING: The water system for this home supplies fire
sprinklers that require certain flows and pressures to fight a
fire. Devices that restrict the flow or decrease the pressure or
automatically shut off the water to the fire sprinkler system,
such as water softeners, filtration systems, and automatic shut-
off valves, shall not be added to this system without a review
of the fire sprinkler system by a fire protection specialist. Do
not remove this sign.
DOWN TO UPPER
FLOOR
VAST-�
B-DR$1OV
UP FROM
MAIN FLOOR
SLAYGC)
FAVILY
ROOV
TO LOFT
4LOOR
LOFT FLOOR DLA\
I' II
III;
WATER FLOW
INDICATOR
T() SYSTEM
DRAIN VALVE
PRESSURE
GAUGE
SPR NKLEfR RISER
B I- 3 O O
BH3 'c OV 2
-1 " ` AMES 2000B BACKFLOW PREVEN TER
GARAG
1" WATER METER
VAI\ ELOO
TUKWILA FIRE DEPARTMENT
Plash cell 206-575-4407 and
give this Fire Permit No.
°Id exact ad m SS for stiut
down or r-.7.4',orEllon approval.
ALL PIPE TO BE 1"CPVC
UNLESS OTHERWISE NOTED.
0 - Without Comments
.. As Noted in Rei
Q Per The Attached Letter
e plans have been reviewed by The Tukwila Fire
::ration Bureau for conformance with current City
lic,ards. Acceptance is subject to errors and
.iissions which do not authorize violations of adopted
,indards and ordinances. The responsibility for the
is d-quacy of design tests totally with the designer.
Rdditions, deletions or revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance Is subject to field test and inspection by
The Tukwila Fire Prevention Bu eau.
Date: / U -.)--a - i
/4 c1 vo t U) f
it' Flow (l,v,, -J-) 4-64 ret-;
6" 120v BELL TO BE LOCATED
ON THE EXTERIOR APPROACH
TO HOME
FLOW SWITCH TO BE
-CONNECTED
E
CONNECTED TO SMOKE ALARM
SYSTEM
Ir.
',WASHINGTON STATE C
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS p
Michael D. Hutchinson
1166 -0599 -BG Level 2 a
Evergr:e� Fire Pr•tection, Inc.
EV7
2/31/15
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.
6. A 6" BELL TO BE LOCATED ON THE EXTERIOR APPROACH TO HOME.
7. IF FURNACE IS LOCATED IN THE ATTIC SPACE A DRY UPRIGHT WILL BE
LOCATED NEXT TO THE FURNACE.
SPRINKLER ORIFICE SIZE, TYPE Sc FINISH
RELIABLE RFC 43 16'x16' 2 head flow requirement 26 GPM CO 9.6 psi
RELIABLE F1 RES 49 16'x16' FLOW REQUIREMENT 26 GPM CO 9.6 psi
RELIABLE F1 RES 44 SIDEWALL 16' X 20'
VICTAULIC DRY UPRIGHT
Reliable F 3 QR DRY Sidewall
155'
155'
200'
K FACTOR
4.9
4.3
4.3
5.6
5.6
VEGEEN FRE POTECTIO\ I\C
PO BOX 998
Puyallup, WA 98371
evergfp9671z
Phone: (253) 252-7942
Sheet Title
\FDA 13D FIRE LA\
Foster 9Ict lot 3 7853
Job Title
TOTAL
DATE: 10/15/2015
REV: DRAWN: MH
SHEET:
116
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TuKwil
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