HomeMy WebLinkAboutPP - 4062 S 128TH ST - WANG CHENG RESIDENCE - PERMITS AND PLANS4420 S 118TH ST
ASSOCIATED PERMITS
OO -S-1 za
D98-0360
FILE
City of Tukwila
John W. Rants, Mayor
Fire Department Thomas P. Keefe, Fire Chief
December 10, 1998
Fire Department Review
Control #D98-0360
(511)
Re: Stenson Construction - 4420 South 118th Street
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. For short plat development' (four single family homes
or less), hydrants shall be placed so that a hydrant is
within 250 feet of a building. Distance from a hydrant to
a building is measured along the path of vehicular travel.
(City Ordinance #1692)
Fire hydrants shall conform to American Water Works
Association specifications C-502-54; it shall be
compression type, equipped with two 2 1/2" N.S.T. hose
ports and one 5" Storz pumper discharge port, and
shall have a 1 1/4" Pentagon open -lift operating nut.
(City Ordinance #1692)
The minimum fire flow and flow duration requirements
for one- and two-family dwellings having a fire area
which does not exceed 3,600 square feet (344.5 m2)
shall be 1,000 gallons per minute (3785.4 L/min.).
Fire flow and flow duration for dwellings having a
fire area in excess of 3,600 square feet (344.5 m2)
shall not be less than that specified in Table
A -III -A-1. Exception: A reduction in required fire
flow of 50 percent, as approved by the chief, is
allowed when the building is provided with an approved
automatic sprinkler system. (UFC Appendix. III -A, sec.
5.1)
2. In lieu of a fire hydrant, an approved residential
fire sprinkler system may be installed when vehicular
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206)575-4404 • Fax (206) 575-4439
Cizy of TukwiLa - FILE_
Steven lel Mullet, Mayor
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name S� LN$0a/ `oArs j •
Address L/y%) 5 //8 i'
Thomas P. Keefe, Fire Chief
Permit No.
Retain current inspection schedule
Needs shift inspection
Suite #
Approved without correction notice
Approved with correction notice issued
Sprinklers: /31)
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Sign ture
FINALAPP.FRM
Rev. 2/19/98
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439
U MITT)L SERIAL NO:2022HY3
HEAD CALCULATION
FLOW TEST RESULTS
Water Supply
STATIC 134.00 PSI
RESIDUAL 20.00 PSI @ 1350.00 GPM
03-20-2000 PAGE 1
CITY PRESSURE AVAILABLE AT 32.7 GPM 133.88 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
18 14.68 13.00 4.20 12.22
19 13.00 13.00 4.20 9.58
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 4
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
27.68 GPM
5.00 GPM
32.68 GPM
114.49 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 5 TO 7 14.80 FPS
SUBMITTAL SERIAL NO:2022HY3
(2) HEAD CALCULATION
03-20-2000 PAGE 2
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
18 19 0.874 L 14.00 C=150 PT 9.58 ( 19)
Q 13.00 F=2E F 14.00 PE 0.00
BN T 28.00 0.0944 PF 2.64
10 18DQ 14.68 0.874 L 41.00 C=150 PT 12.22 ( 18)
Q 27.68 F=3T,4E F 37.00 PE 1.30
BN T 78.00 0.3822 PF 29.81
7 10 0.874 L 17.00 C=150 PT 43.33 ( 10)
Q 27.68 F=T,4E F 31.00 PE 3.90
BN T 48.00 0.3822 PF 18.35
5 7 0.874 L 22.00 C=150 PT 65.58 ( 7)
Q 27.68 F=3E F 21.00 PE 1.73
BN T 43.00 0.3822 PF 16.43
4 5 1.049 L 4.00 C=120 PT 83.74 ( 5)
Q 27.68 F=T,E,DCA F 7.00 PE 1.73
FR T 11.00 0.2375 PF 2.61
1" AMES 2000B DOUBLE CHECK ASSEMBLY 5.95
2 4DQ 5.00 0.995 L 25.00 C=150 PT 94.03 ( 4)
Q 32.68 F=GV,4E F 5.00 PE 1.73
UN T 30.00 0.2764 PF 8.29
1 2 1.481 L 150.00 C=150 PT 104.05 ( 2)
Q 32.68 F=4E F 12.00 PE 0.00
UN T 162.00 0.0398 PF 6.45
0 1 1.481 L 40.00 C=150 PT 110.50 ( 1)
Q 32.68 F=T,GV,RPV/2E F 12.00 PE 0.43
UN T 52.00 0.0398 PF 2.07
1 1/2" WATER SERVICE METER 1.45
PT 114.46 ( 0)
puewap ieq.ol
ISd 617't"TT
aounoS q.e asoH
r• r•
r•r
r• 7C W
o 3
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1.11 aQ
ISd L9'601
rmrep
W N
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0)000,
00 0 0 CO
G) G) G) G)
-0 -0 -0 -0
3 3 3 3
m
0
1
11
2
f'l i) (1)
r (� r+
(0 U) 0) 0)
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+0) Q (p
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c
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0 0 • •
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0
0 0
(f)(f)-0
H U]
(m
Wd9 00'OSET
0
0
0
0,
0
0
0,
0
Pressure (PSI)
:
s
-
_i.,Y.i,.aso
Nimomrii
111111
1Fri1r,,
A„or
gin
sure 19.4
487.7
I
2
m
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0
r-
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y _.
0 CO
03
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00
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0 0
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7"7
SUBMITTAL SERIAL NO:2022HY3
• (`1) HEAD CALCULATIOM
FLOW TEST RESULTS
Water Supply
STATIC 134.00 PSI
RESIDUAL 20.00 PSI @ 1350.00 GPM
CITY PRESSURE AVAILABLE AT
23.0 GPM 133.94 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
19 18.00 18.00 4.20 18.37
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 4
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 5 TO 7
18.00 GPM
5.00 GPM
23.00 GPM
79.54 PSI
0.00 PSI
9.63 FPS
03-20-2000 PAGE 1
SUBMITTAL SERIAL NO:2022HY3 03-20-2000 PAGE 2
(1) HEAD CALCULATIOM
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
18 19 0.874 L 14.00 C=150 PT 18.37 ( 19)
Q 18.00 F=2E F 14.00 PE 0.00
BN T 28.00 0.1724 PF 4.83
10 18 0.874 L 41.00 C=150 PT 23.20 ( 18)
Q 18.00 F=3T,4E F 37.00 PE 1.30
BN T 78.00 0.1724 PF 13.45
7 10 0.874 L 17.00 C=150 PT 37.95 ( 10)
Q 18.00 F=T,4E F 31.00 PE 3.90
BN T 48.00 0.1724 PF 8.28
5 7 0.874 L 22.00 C=150 PT 50.13 (
Q 18.00 F=3E F 21.00 PE 1.73
BN T 43.00 0.1724 PF 7.41
4 5 1.049 L 4.00 C=120 PT 59.27 ( 5)
Q 18.00 F=T,E,DCA F 7.00 PE 1.73
FR T 11.00 0.1071 PF 1.18
1" AMES 2000B DOUBLE CHECK ASSEMBLY 5.70
2 4DQ 5.00 0.995 L 25.00 C=150 PT 67.88 ( 4)
Q 23.00 F=GV,4E F 5.00 PE 1.73
UN T 30.00 0.1443 PF 4.33
1 2 1.481 L 150.00 C=150 PT 73.94 ( 2)
Q 23.00 F=4E F 12.00 PE 0.00
UN T 162.00 0.0208 PF 3.37
0 1 1.481 L 40.00 C=150 PT 77.31
Q 23.00 F=T,GV,RPV/2E F 12.00 PE 0.43
UN T 52.00 0.0208 PF 1.08
1 1/2" WATER SERVICE METER 0.73
(
1
PT 79.54 ( 0)
0
– I () (p .-
0 0 0D
�+a o
Cu Mh �' w
~ Cu r• 7 w G
0r+0CD r—o
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0 0 0 0
to
0
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0 0 • •
0 0 0 •
0
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0) v CO CO
o 41 o
Pressure (PSI)
O N w A p1 0)
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ro N
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0 0 0 0 0
0
w 4.c▪ (n
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woiivino-ivo ciV2H
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m
cto
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,
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NI
FA
li
ri
Margin
Pressure 54.40 PSI
Flow 882.92 GPM
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MAX. HANGER SPACING
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t�l�r'a �t.p•
IM 1" Documented Flow Characteristics (Including shut-off varves)
PRESSURE DROP - PSIG
12
10
6
6
4
2
0
01
10 20 30
FLOW - GPM
40
50
60
3 SPARE HEAD BOX
•
t,t
0
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f,EZ?xM
0
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O
66, a oor►
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0 •
1" CENTRAL
RISER MANIFOLD W/:
(1) DRAIN AND TEST RUN TO THE EXTERIOR
(2) FLOW SWITCH TIE INTO THE 6" BELL
(3) PRESSURE GAUGE
(4) SIGNS ON BODY
AMES 2000B DOUBLE CHECK ASSEMBLY
ADVANCED FIRE PROTECTION 'STARTS HERE 0
R
4-0t t 4,;14.Ate.
Per vF/7 -!3 D
TUB OUT BY OTHERS
SFR DI-
A I L
-
(1421Go YIN Ld
10.0 G1,fR- ►Tc7(& (
CPVC PPE HEX HEAD Elf
\ TArPra OolIIw
DOUBLE FASTENER
CPVC PIPE STRAP
v"
HANGER A PUCAMON
IE( HFAD SELF
TAMEW I.
r
SINGLE FASTENER
CPVC PIPE STRAP
NOMINAL PIPE SIZE
5 1/2'
6'
6 1/2'
7
a'
NOTE: A WAGER UM OE VIEW s• OF FA MOP
4\4>
BATT
INSULATION
'(BY OTHERS)
NOTE: HEAT FROM
BELOW CEILING MUST
BE ABLE TO GET
TO SPRINKLER PIPE
NOTES
1) THIS SYSTEM IS DESIGNED PER NFPA 13D. THE PIPE SIZING WAS DETERMINED BY A 1 AND 2 HEAD HYDRAULIC CALCULATION.
2) THE SPRINKLER HEADS ARE CENTRAL OPTIMA CONCEALED 7/16" 160' MAX SPACING OF 16' x 16'.
3) THE PIPE AND FITTINGS ARE 3/4" CPVC EXCEPT FOR THE 1" STEEL RISER.
4) THE 1 1/2" DOMESTIC/SPRINKLER SUPPLY IS DONE BY OTHERS.
BRANCHLINE • CEILING
SPRINKLER NO INSULATION UNDER THE PIPE
HEAD ATTIC DETAIL
r�
SECTIO\
ACC
[j Without Comments
gr As Noted In Red
Per The Attached Letter
These plans have been re -viewed by The Tukwila Fire
Prevention Bureau for conic t -m nce with current city
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
standards and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions to thse drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings tor subsequent approval.
:Ina! acceptance is subject to field test and inspection by
r The Tukwila Fire Prevention Bureau.
Date: - Y-00 By: s l 1
5Flo+,. fit- ,AT:014
TUKWILA FIRE DEPARTMENT
Please call: 575-4407
and'give this job
Na. 00 -
and exact address for shute
down or restoration approval
Residential Optima Concealed Pendent (Non•Aclivaled)
3
to
SITE
A.'
rteciOG. • ne.
14"usa Deeeto
Dc, D(36,0
Design Requirements—Residential Optima Concealed
Coverage Area
(h. x Y.)
Single Head
Multiple Head
Minimum
Flow
Nam)
Minimum
Pressure
(psi)
Minimum
Flow
(Sam)
Minimum
Pressure
(vs.)
20,x 20 t.a K. til
24
32.7
17
13.4
is x13132414:0
24
32.7
17
16.4
18 X 13lisa 14. a,:
" 18 _....._
18 4^ "
,� 13
r` 79:8T
14 x 14pa4s4.1.1
18
13.4
13
9.6
12 x 12(1µ14.t,
18
18.4
13
9.8
Caution: Minimum spacing between sprinklers is d'.
SPRINKLERS
UPRIGHT
PENDENT
•
1,Z
tion
SIDEWALL
0
P.O. BOX 1543 WOODINVILLE, WA 98072 (206) 483-5657
27--NV/k