HomeMy WebLinkAboutPP - 349 UPLAND DR - ELLIOTT BAY SERVICE TRANSFER - PERMITS AND PLANS349 UPLAND DR
ASSOCIATED PERMITS
06-5-005
07-5-191
96-S-226
93-S-241
PRE PROTECTION
ATRIOT
HYDRAULIC DESIGN INFORMATION SHEET
NAME Mit. b iGooA. P>.y�SToti( E
LOCATION -SW\ U'PLAw410T/ISN/6 TU1tiWIt34-
DATE
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BUILDING
CONTRACTOR L c V c'L(6.C.-
CALCULATED BY CA-t.NT
CONSTRUCTION: [- COMBUSTIBLE ❑ NON-COMBUSTIBLE
OCCUPANCY 'S'tOrlPi
SYSTEM NO -S-2-
CONTRACT
Z
CONTRACT NO 12 - S8°11
DRAWING NO Vf-1
CEILING HEIGHT VMZ-S FT.
SYSTEM DESIGN
`NFPA
❑ NFPA
OTHER
❑ SPECIFIC
13: ❑ LT. HAZ. ORD. HAZ.
231 ❑ NFPA 231C: FIGURE
(Specify) ':AG.Tof- NA•7TVAL. Vett-TA .
GP. •
1 ❑ 2 • 3 ❑ EX. HAZ.
CURVE
A4 -e C' - PL-; s
RULING MADE BY DATE
AREA OF SPRINKLER OPERATION
DENSITY
AREA PER SPRINKLER
HOSE ALLOWANCE GPM: INSIDE
HOSE ALLOWANCE GPM: OUTSIDE
RACK SPRINKLER ALLOWANCE
Z [,HOS
CS. WET ❑ DRY
SYSTEM TYPE
.31b bM 11 6
❑ DELUGE ❑ PRE -ACTION
9t 60 $o
MAKE
SIZE
TEMPERATURE
F.AC.K SPRINKLER OR NOZZLE
SbO
CkEtrTikalE MODEL C-`rti
iftr K -FACTOR S.(o
RATING 1C05
CALCULATION
SUMMARY
GPM REQUIRED \1 0 's PSI REQUIRED
CI -1:1 AT BASE OF RISER
"C" FACTOR USED: OVERHEAD
120 UNDERGROUND Ho
WATER SUPPLY
DATES
STATIC
RESIDUAL
GPM
ELEVATION
WATER FLOW TEST
PUMP DATA
TANK OR RESERVO
TIME
PSI
FLOWING
'—f
RATED CAPACITY
AT PSI
ELEVATI
CAPACITY
\qti
ELEVATION
PSI 'b
5\03Q
WELL
c6
P F FLOW GPM
LOCATION
SOURCE OF
\,-)V--c--V E,N`O UQ\.°0-Y '7A1 -QE:
INFORMATION 1\SYiWTIj \.r>'$_
COMMODITY STORAGE
COMMODITY
STORAGE
STORAGE
k-V(t.NT-TJS:1= CLASS LOCATION Cot+
HEIGHT Z21 -o".. AREA "` AISLE WIDTH % -b
METHOD: SOLID PILED
("DJ OW) % RACK t '/o
— % PALLETIZED
Y
U
Q
cr
SINGLE ROW `,CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED
DOUBLE ROW ❑ SLAVE PALLET SOLID SHELVING " 1 -49N -
MULTIPLE ROW ❑ OPEN ENCAPSULATED
LONGITUDINAL
FLUE SPACING IN INCHES
CLEARANCE FROM TOP OF STORAGE TO CEILING
Co TRANSVERSE 0-
Z FT. CO IN.
HORIZONTAL BARRIERS PROVIDED
/�
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
Date: 08/21/2001 C:HASSDATA\BEDSTORE
JOB TITLE: IN -RACK SPRINKLER CALCULATION
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
CITY 144.0 20.0 5636.0 121.1 2260.5 106.8
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG
ELEVATION
(FT)
NODE TYPE
2260.5 GPM
0.0 GPM
500.0 GPM
1760.5 GPM
PRESSURE DISCHARGE
(PSI) (GPM)
101 19.8 K= 5.60 16.4 22.7
102 19.8 K= 5.60 15.7 22.2
103 19.8 K= 5.60 15.5 22.0
104 19.8 K= 5.60 15.4 22.0
105 19.8 K= 5.60 15.6 22.1
106 19.8 K= 5.60 15.9 22.3
107 19.8 K= 5.60 16.7 22.9
108 13.0 K= 5.60 21.7 26.1
109 13.0 K= 5.60 20.3 25.2
110 13.0 K= 5.60 19.6 24.8
111 13.0 K= 5.60 19.4 24.6
112 13.0 K= 5.60 19.3 24.6
113 13.0 K= 5.60 19.4 24.7
114 13.0 K= 5.60 19.9 25.0
201 26.0 K= 8.00 78.7 71.0
202 26.0 K= 8.00 56.9 60.3
203 26.0 K= 8.00 59.0 61.4
204 26.0 K= 8.00 62.6 63.3
205 26.0 K= 8.00 65.0 64.5
206 26.0 K= 8.00 67.6 65.8
207 26.0 K= 8.00 66.3 65.2
208 26.0 K= 8.00 66.0 65.0
209 26.0 K= 8.00 78.9 71.1
210 26.0 K= 8.00 56.9 60.3
211 26.0 K= 8.00 59.0 61.4
212 26.0 K= 8.00 62.6 63.3
213 26.0 K= 8.00 65.0 64.5
214 26.0 K= 8.00 67.6 65.8
215 26.0 K= 8.00 66.3 65.2
216 26.0 K= 8.00 66.0 65.0
217 26.0 K= 8.00 66.8 65.4
218 26.0 K= 8.00 68.0 66.0
219 26.0 K= 8.00 69.2 66.6
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
Date: 08/21/2001
JOB TITLE: IN -RACK SPRINKLER CALCULATION
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
220 26.0
221 26.0
222 26.0
62 25.5
61. 25.5
60 25.5
39 26.0
38 26.0
29 24.0
28 24.0
25 25.5
24 25.5
23 25.5
9 24.0
8 24.0
7 24.0
6 24.0
5 24.0
4 24.0
3 24.0
2 24.0
1 24.0
BOR 2.5
FLG 0.5
DD2 -4.0
DD1 -4.0
CITY 0.0
K= 8.00
K= 8.00
K= 8.00
HOSE STREAM
SOURCE
69.2
68.0
67.6
18.7
20.0
41.0
80.3
80.1
83.0
82.8
72.3
72.3
74.1
83.3
83.1
82.5
81.7
81.5
81.5
81.6
86.1
86.1
97.7
101.7
104.5
107.9
106.8
66.6
65.9
65.8
500.0
2260.5
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 08/21/2001
JOB TITLE: IN -RACK SPRINKLER CALCULATION
PIPE DATA
Page 3
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END 111 V. NO/ PT DISC. VH (FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 1 2260.5 10.520 PL 5.00 PF 0.7
CITY 0.0 SRCE 106.8 (N/A) 8.3 140 FTG TG PE 1.7
DD1 -4.0 0.0 107.9 0.0 0.008 TL 83.00 PV 0.5
Pipe: 2 FIXED PRESSURE LOSS DEVICE
DD1 -4.0 0.0 107.9 0.0 3.4 psi, 2260.4 gpm
DD2 -4.0 0.0 104.5 0.0
Pipe: 3 2260.4 10.520 PL 64.00 PF 0.8
DD2 -4.0 0.0 104.5 0.0 8.3 140 FTG E PE -1.9
FLG 0.5 0.0 101.7 0.0 0.008 TL 95.00 PV 0.5
Pipe: 4 2260.4 8.249 PL 6.00 PF 3.2
FLG 0.5 0.0 101.7 0.0 13.6 120 FTG 2T PE -0.9
BOR 2.5 H.S. 97.7 500.0 0.036 TL 90.00 PV 1.2
Pipe: 5 1760.4 8.249 PL 78.00 PF 2.2
BOR 2.5 H.S. 97.7 500.0 10.6 120 FTG E PE -9.3
1 24.0 0.0 86.1 0.0 0.022 TL 98.00 PV 0.8
Pipe: 6 911.3 8.249 PL 3.50 PF 0.0
1 24.0 0.0 86.1 0.0 5.5 120 FTG ---- PE 0.0
2 24.0 0.0 86.1 0.0 0.007 TL 3.50 PV 0.2
Pipe: 7 911.3 6.357 PL 156.00 PF 4.6
2 24.0 0.0 86.1 0.0 9.2 120 FTG T PE 0.0
3 24.0 0.0 81.6 0.0 0.024 TL 194.00 PV 0.6
Pipe: 8 515.1 6.357 PL 12.00 PF 0.1
3 24.0 0.0 81.6 0.0 5.2 120 FTG ---- PE 0.0
4 24.0 0.0 81.5 0.0 0.008 TL 12.00 PV 0.2
Pipe: 9 69.7 6.357 PL 12.00 PF 0.0
4 24.0 0.0 81.5 0.0 0.7 120 FTG ---- PE 0.0
5 24.0 0.0 81.5 0.0 0.000 TL 12.00 PV 0.0
Pipe: 10 -375.8 6.357 PL 17.50 PF 0.3
5 24.0 0.0 81.5 0.0 3.8 120 FTG T PE 0.0
6 24.0 0.0 81.7 0.0 0.005 TL 55.50 PV 0.1
Pipe: 11 -707.0 6.357 PL 54.00 PF 0.8
6 24.0 0.0 81.7 0.0 7.1 120 FTG ---- PE 0.0
7 24.0 0.0 82.5 0.0 0.015 TL 54 00 PV 0.3
Pipe: 11A -707.0 6.357 PL 1„50 PF 0.6
7 24.0 0.0 82.5 0.0 7.1 120 FTG T PE 0.0
8 24.0 0.0 83.1 0.0 0.015 TL 39.50 PV 0.3
Pipe: 11B -778.0 6.357 PL 12.00 PF 0.2
8 24.0 0.0 83.1 0.0 7.9 120 FTG ---- PE 0.0
9 24.0 0.0 83.3 0.0 0.018 TL 12.00 PV 0.4
SPRINKLER. SYSTEM HYDRAULIC C ANALYSIS
Dale: 08/21/2001
JOB TITLE: IN -RACK SPRINKLER CALCULATION
PIPE DATA (cont.)
Page 4
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 12 -849.1 6.357 PL 100.00 PF 2.9
9 24.0 0.0 83.3 0.0 8.6 120 FTG T PE 0.0
1 24.0 0.0 86.1 0.0 0.021 TL 138.00 PV 0.5
Pipe: 13 396.2 2.469 PL 1.50 PF 6.8
3 24.0 0.0 81.6 0.0 26.5 120 FTG T PE -0.6
23 25.5 0.0 74.1 0'.0 0.505 TL 13.50 PV 4.7
Pipe: 14 445.5 2.469 PL 1.50 PF 8.5
4 24.0 0.0 81.5 0.0 29.9 120 FTG T PE -0.6
24 25.5 0.0 72.3 0.0 0.627 TL 13.50 PV 6.0
Pipe: 15 445.5 2.469 PL 1.50 PF 8.5
5 24.0 0.0 81.5 0.0 29.9 120 FTG T PE -0.6
25 25.5 0.0 72.3 0.0 0.627 TL 13.50 PV 6.0
Pipe: 16 198.3 2.067 PL 4.00 PF 4.7
23 25.5 0.0 74.1 0.0 19.0 120 FTG T PE -0.2
220 26.0 8.0 69.2 66.6 0.333 TL 14.00 PV 2.4
Pipe: 17 131.7 2.067 PL 8.00 PF 1.3
220 26.0 8.0 69.2 66.6 12.6 120 FTG ---- PE 0.0
221 26.0 8.0 68.0 65.9 0.156 TL 8.00 PV 1.1
Pipe: 18 65.8 2.067 PL 8.00 PF 0.3
221 26.0 8.0 68.0 65.9 6.3 120 FTG ---- PE 0.0
222 26.0 8.0 67.6 65.8 0.043 TL 8.00 PV 0.3
Pipe: 19 197.9 2.067 PL 4.00 PF 4.7
23 25.5 0.0 74.1 0.0 18.9 120 FTG T PE -0.2
219 26.0 8.0 69.2 66.6 0.332 TL 14.00 PV 2.4
Pipe: 20 131.4 2.067 PL 8.00 PF 1.2
219 26.0 8.0 69.2 66.6 12.6 120 FTG ---- PE 0.0
218 26.0 8.0 68.0 66.0 0.156 TL 8.00 PV 1.1
Pipe: 21 65.4 1.610 PL 8.00 PF 1.2
218 26.0 8.0 68.0 66.0 10.3 120 FTG ---- PE 0.0
217 26.0 8.0 66.8 65.4 0.145 TL 8.00 PV 0.7
Pipe: 22 195.9 2.067 PL 4.00 PF 4.6
24 25.5 0.0 72.3 0.0 18.7 120 FTG T PE -0.2
214 26.0 8.0 67.6 65.8 0.326 TL 14.00 PV 2.4
Pipe: 23 130.1 2.067 PL 8.00 PF 1.2
214 26.0 8.0 67.6 65.8 12.4 120 FTG ---- PE 0.0
215 26.0 8.0 66.3 65.2 0.153 TL 8.00 PV 1.0
Pipe: 24 65.0 2.067 PL 8.00 PF 0.3
215 26.0 8.0 66.3 65.2 6.2 120 FTG ---- PE 0.0
216 26.0 8.0 66.0 65.0 0.042 TL 8.00 PV 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 08/21/2001
. JOB TITLE: IN -RACK SPRINKLER CALCULATION
PIPE DATA (cont.)
Page 5
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 25 249.6 2.067 PL 4.00 PF 7.1
24 25.5 0.0 72.3 0.0 23.9 120 FTG T PE -0.2
213 26.0 8.0 65.0 64.5 0.510 TL 14.00 PV 3.8
Pipe: 26 185.1 2.067 PL 8.00 PF 2.3
213 26.0 8.0 65.0 64.5 17.7 120 FTG ---- PE 0.0
212 26.0 8.0 62.6 63'.3 0.293 TL 8.00 PV 2.1
Pipe: 27 121.8 1.610 PL 8.00 PF 3.7
212 26.0 8.0 62.6 63.3 19.2 120 FTG ---- PE 0.0
211 26.0 8.0 59.0 61.4 0.457 TL 8.00 PV 2.5
Pipe: 28 60.3 1.380 PL 8.00 PF 2.1
211 26.0 8.0 59.0 61.4 12.9 120 FTG ---- PE 0.0
210 26.0 8.0 56.9 60.3 0.264 TL 8.00 PV 1.1
Pipe: 29 195.9 2.067 PL 4.00 PF 4.6
25 25.5 0.0 72.3 0.0 18.7 120 FTG T PE -0.2
206 26.0 8.0 67.6 65.8 0.326 TL 14.00 PV 2.4
Pipe: 30 130.1 2.067 PL 8.00 PF 1.2
206 26.0 8.0 67.6 65.8 12.4 120 FTG ---- PE 0.0
207 26.0 8.0 66.3 65.2 0.153 TL 8.00 PV 1.0
Pipe: 31 65.0 2.067 PL 8.00 PF 0.3
207 26.0 8.0 66.3 65.2 6.2 120 FTG ---- PE 0.0
208 26.0 8.0 66.0 65.0 0.042 TL 8.00 PV 0.3
Pipe: 32 249.6 2.067 PL 4.00 PF 7.1
25 25.5 0.0 72.3 0.0 23.9 120 FTG T PE -0.2
205 26.0 8.0 65.0 64.5 0.510 TL 14.00 PV 3.8
Pipe: 33 185.1 2.067 PL 8.00 PF 2.3
205 26.0 8.0 65.0 64.5 17.7 120 FTG ---- PE 0.0
204 26.0 8.0 62.6 63.3 0.293 TL 8.00 PV 2.1
Pipe: 34 121.8 1.610 PL 8.00 PF 3.7
204 26.0 8.0 62.6 63.3 19.2 120 FTG ---- PE 0.0
203 26.0 8.0 59.0 61.4 0.457 TL 8.00 PV 2.5
Pipe: 35 60.3 1.380 PL 8.00 PF 2.1
203 26.0 8.0 59.0 61.4 12.9 120 FTG ---- PE 0.0
202 26.0 8.0 56.9 60.3 0.264 TL 8.00 PV 1.1
Pipe: 35A 71.0 2.469 PL 1.50 PF 0.3
8 24.0 0.0 83.1 0.0 4.8 120 FTG T PE 0.0
28 24.0 0.0 82.8 0.0 0.021 TL 13.50 PV 0.2
Pipe: 35B 71.0 2.067 PL 27.00 PF 1.8
28 24.0 0.0 82.8 0.0 6.8 120 FTG T PE -0.9
38 26.0 0.0 80.1 0.0 0.050 TL 37.00 PV 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 08/21/2001
JOB TITLE: IN -RACK SPRINKLER CALCULATION
PIPE DATA (cont.)
Page 6
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 35C 71.0 1.610 PL 8.00 PF 1.3
38 26.0 0.0 80.1 0.0 11.2 120 FTG ---- PE 0.0
201 26.0 8.0 78.7 71.0 0.168 TL 8.00 PV 0.8
Pipe: 35D 71.1 2.469 PL 1.50 PF 0.3
9 24.0 0.0 83.3 0.0 4.8 120 FTG T PE 0.0
29 24.0 0.0 83.0 0.0 0.021 TL 13.50 PV 0.2
Pipe: 35E 71.1 2.067 PL 27.00 PF 1.8
29 24.0 0.0 83.0 0.0 6.8 120 FTG T PE -0.9
39 26.0 0.0 80.3 0.0 0.050 TL 37.00 PV 0.3
Pipe: 35F 71.1 1.610 PL 8.00 PF 1.3
39 26.0 0.0 80.3 0.0 11.2 120 FTG ---- PE 0.0
209 26.0 8.0 78.9 71.1 0.169 TL 8.00 PV 0.8
Pipe: 36 331.2 2.727 PL 50.50 PF 40.1
6 24.0 0.0 81.7 0.0 18.2 120 FTG 8E2TB PE -0.6
60 25.5 0.0 41.0 0.0 0.223 TL 179.50 PV 2.2
Pipe: 37 331.2 2.227 PL 7.00 PF 21.0
60 25.5 0.0 41.0 0.0 27.3 120 FTG 2ET PE 0.0
61 25.5 0.0 20.0 0.0 0.599 TL 35.00 PV 5.0
Pipe: 38 175.0 2.227 PL 6.80 PF 1.3
61 25.5 0.0 20.0 0.0 14.4 120 FTG ---- PE 0.0
62 25.5 0.0 18.7 0.0 0.184 TL 6.80 PV 1.4
Pipe: 39 75.6 1.752 PL 30.75 PF 6.1
61 25.5 0.0 20.0 0.0 10.1 120 FTG ET PE 2.5
101 19.8 5.6 16.4 22.7 0.125 TL 48.75 PV 0.7
Pipe: 40 52.9 1.752 PL 10.25 PF 0.7
101 19.8 5.6 16.4 22.7 7.0 120 FTG ---- PE 0.0
102 19.8 5.6 15.7 22.2 0.065 TL 10.25 PV 0.3
Pipe: 41 30.8 1.752 PL 10.25 PF 0.2
102 19.8 5.6 15.7 22.2 4.1 120 FTG ---- PE 0.0
103 19.8 5.6 15.5 22.0 0.024 TL 10.25 PV 0.1
Pipe: 42 8.7 1.752 PL 10.25 PF 0.0
103 19.8 5.6 15.5 22.0 1.2 120 FTG ---- PE 0.0
104 19.8 5.6 15.4 22.0 0.002 TL 10.25 PV 0.0
Pipe: 43 -13.3 1.752 PL 20.17 PF 0.2
104 19.8 5.6 15.4 22.0 1.8 120 FTG 2E PE 0.0
105 19.8 5.6 15.6 22.1 0.005 TL 32.17 PV 0.0
Pipe: 44 -35.4 1.752 PL 10.25 PF 0.3
105 19.8 5.6 15.6 22.1 4.7 120 FTG ---- PE 0.0
106 19.8 5.6 15.9 22.3 0.031 TL M25 PV 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 08/21/2001
. JOB TITLE: IN -RACK SPRINKLER CALCULATION
PIPE DATA (cont.)
Page 7
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 45 -57.7 1.752 PL 10.25 PF 0.8
106 19.8 5.6 15.9 22.3 7.7 120 FTG ---- PE 0.0
107 19.8 5.6 16.7 22.9 0.076 TL 10.25 PV 0.4
Pipe: 46 -80.6 1.752 PL 41.00 PF 5.8
107 19.8 5.6 16.7 22.9 10.7 120 FTG ---- PE -2.5
61 25.5 0.0 20.0 0.0 0.141 TL 41.00 PV 0.8
Pipe: 47 106.5 1.752 PL 10.25 PF 2.4
62 25.5 0.0 18.7 0.0 14.2 120 FTG ---- PE 5.4
108 13.0 5.6 21.7 26.1 0.236 TL 10.25 PV 1.4
Pipe: 48 80.4 1.752 PL 10.25 PF 1.4
108 13.0 5.6 21.7 26.1 10.7 120 FTG ---- PE 0.0
109 13.0 5.6 20.3 25.2 0.140 TL 10.25 PV 0.8
Pipe: 49 55.1 1.752 PL 10.25 PF 0.7
109 13.0 5.6 20.3 25.2 7.3 120 FTG ---- PE 0.0
110 13.0 5,6 19.6 24.8 0.070 TL 10.25 PV 0.4
Pipe: 50 30.4 1.752 PL 10.25 PF 0.2
110 13.0 5.6 19.6 24.8 4.0 120 FTG ---- PE 0.0
111 13.0 5.6 19.4 24.6 0.023 TL 10.25 PV 0.1
Pipe: 51 5.7 1.752 PL 20.17 PF 0.0
111 13.0 5.6 19.4 24.6 0.8 120 FTG 2E PE 0.0
112 13.0 5.6 19.3 24.6 0.001 TL 32.17 PV 0.0
Pipe: 52 -18.9 1.752 PL 10.25 PF 0.1
112 13.0 5.6 19.3 24.6 2.5 120 FTG ---- PE 0.0
113 13.0 5.6 19.4 24.7 0.010 TL 10.25 PV 0.0
Pipe: 53 -43.6 1.752 PL 10.25 PF 0.5
113 13.0 5.6 19.4 24.7 5.8 120 FTG ---- PE 0.0
114 13.0 5.6 19.9 25.0 0.045 TL 10.25 PV 0.2
Pipe: 54 -68.5 1.752 PL 41.00 PF 4.3
114 13.0 5.6 19.9 25.0 9.1 120 FTG ---- PE -5.4
62 25.5 0.0 18.7 0.0 0.104 TL 41.00 PV 0.6
NOTES:
(1) Calculations were performed by the HASS 5.8.0 computer program
under license no. 4 C1324J granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.
Atlanta, GA 30345
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 08/21/2001
JOB TITLE: IN -RACK SPRINKLER CALCULATION
(2) The system has been balanced to provide an average
imbalance at each node of 0.001 gpm and a maximum
imbalance at any node of 0.059 gpm.
(3)
Page 8
Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity
is 29.9 ft/sec at pipe 14.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A
Diameter
(in)
1.380
1.610
2.067
2.469
PAGE: B
Diameter
(in)
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths
E T L C B
Ell Tee LngEll ChkVly BfyVly
3.00
4.00
5.00
6.00
6.00
8.00
10.00
12.00
2.00 7.00
2.00 9.00
3.00 11.00
4.00 14.00
2.50
3.20
4.50
7.00
MATERIAL: THNWL HWC: 120
Equivalent Fitting Lengths
E T L C B
Ell Tee LngEll ChkVly BfyVly
6.357 18.00 38.00 11.00 40.00 13.00
8.249 20.00 42.00 14.50 50.00 13.00
PAGE: D
Diameter
(in)
10.520
PAGE: F
Diameter
(in)
MATERIAL: DIR.ON HWC: 140
Equivalent Fitting Lengths
E T L C B
Ell Tee LngEll ChkVly BfyVly
in Feet
G A
GatVly AlmChk
1.00 10.00
1.00 10.00
1.00 10.00
1.00 10.00
in Feet
G A
GatVly AlmChk
D
DPV1v
10.00
10.00
10.00
10.00
D
DPV1v
4.00 34.00 59.00
4.00 32.00 30.00
in Feet
G
GatVly
31.00 71.00 23.00 78.00 27.00 7.00
MATERIAL: SUPER HWC: 120
Equivalent Fitting Lengths
E T L C B
Ell Tee LT -ELL CHK -VA BFY-VA
1.752 6.00 12.00 3.00 14.00 4.00
2.227 7.00 14.00 4.30 16.00 6.50
2.727 10.00 19.00 6.50 23.00 11.00
in Feet
G
GATE -V
1.00
1.00
2.00
A D
AL -VA DRY -VA
0.00
0.00
13.00
0.00
0.00
16.00
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 08/21/2001
.'JOB TITLE: IN -RACK SPRINKLER CALCULATION
WATER SUPPLY CURVE
180+
165+
150+
135+ \
\
P120+ 0\
R ; \
E ; \
S ; \
5105+ X \
U '
R '
E
90+
\
60+
45+
30+ LEGEND \
X = Required Water Supply
106.80 psi @ 2260.5 gpm
15+
0 = Available Water Supply
121.12 psi @ 2260.5 gpm
?1
Page 9
* <-20.0 psi @ 5636 gpm
Flow Test Point
0++-+---+----+ + + + + + +
16002400 3200 4000 4800 5600 6400 7200 8000
FLOW (GPM)
4. ti F't C1� NEit•D -
Fz r: V.tr'14. M TG1l.ET r--_ -- _
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' *' AS NOTED. IN RED
(❑ • PER THE ATTACHED LETTER
The Drawings affixed her haveeei
ed and accepted.. by &ity:o
Tu it Fire Dept. Ac1ditioa, deIe
• tisians to these ir•jwi rl;s aftep'thr
-v-3'rd-'l*s—acceptance-an-
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E��sT Pe t.p ins;iay a representa
NEW T �t - cN� FL�+iJ :ent
?:vh hrw �trCt pr.'t�T
d exact address for shut=
flown or restoration apr.+roval.
349 UPLAND DR
93-S-241
SEP l J 3 ,I
g 14 i
`v./A2aHet) SE, 'PR6-ree-re
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sA✓rer
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2,---73,e,v,r Cx/sr/A/ _-P/Pin/4
a, MR DCA/oTES NEG1 ld b NT6.7a
SCOPE OF WORK
ACCEPTED
ITHOUT COMMENTS.
N)TEr) IN RED
. • _.< 'c . ^.; T ^. I'D LETTER
The drawings affixed hereto have been
reviewe:i ani accedted by the City of
TukNil Fire De,,t. A i-ditibns, deletions
or revisions to t;I '.r..wings after this
date will void thi - .: v.,Jtance and will
require a resubmittal of revised drawings.
,e 1
final acceptance is subject to field -
4 y,representative of this
7tlepartment
DATE; 7 BY: ./f^�t _
CITY
CITY OF TUKWILA
575-4407
1 A-rL o - F%R E TO -r1E wTO EA/s-rMr OVER HEAD
MA Int / PROW _DE sPe/,/ LE,2 - P.20TEGT/co/
—Fra Nes,./ OFF/ce /9 QEA. sysrem. DE5/4/1,Es0
---Peg FPsI /3 eel) Naea sc,v4-Dvze;
TUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this Job
No. 9G-S-a.a-�
and exact address for shute
down or restoration approval.
�jccrme/o� w�c -
ANDoV6R PARK WES r._
AEA Oc woe4
13ty-ts: 15 Fu(Zv
_sPR NixLtritCD -
I 1417'
SITE PLAN
NTS
41440,
SPRINKLERS USED
SYM
SPRINKLER oRIFICE
SIZE. TYPE & FINISH
QUAN
•
/tBt�E els"��
TEMP
14.5
- REVISIONS
MK
DATE
BY
A
A
CONTRACT NAME
THE BEDROOM COMPANY
349 UPLAND DRIVE
TUKWILA, WA
349 UPLAND DR
95-S-226
PATRIOT
• ARE -PROTECTION
2004-A 48th Ave Ct. E.
Tacoma, -WA 98424
(Phone) 926-2290 (!--ax..) ' 92 -- ' ;r
SEP 17 1996
DESIGNER
Ke/' P w
DATE ISHEET
1
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FFICE
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WOMEN 1
4
ENTRY
PARTIAL FLOOR PLAN
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AREA
I.+
SCALE; 1/8'=1'-O'
4
— —,_, -
—
SCOPE OF WORK
1. ADD HEADS FOR NEW WALLS AND CEILING
GENERAL NOTES
1. --- = EXISTING FIRE SPRINKLER LINES.
2. ALL CEILING HEIGHTS TO BE 9'-0" U.N.O.
3. ALL HANGERS TO BE 160E U.N.O.
4. ALL DROPS TO BE 1(0-10)ADN.
0
ACCEPTED
Without Comments
As Noted In Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for -Conk-on-lance with current city
standards. AccepLmce is subject to errors and
omissions which dol Yat authorize violations of adopted
standards and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions tb 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 Bureau.
Date: /- - 0 By:
cr IS. St
1;11^,,/^.P,^,^
VICINITY MAP
SCALE; NTS
Ii
I
TUKWILA FIRE DEPARTMEN1
Please call: 575.4407
-nd give this job
o., 0 -3)- O O C.
xact address for shut.
wn or restoration approval.
FILA
PAID
JAN - 9 2006
TukwiUa Fire
.23 ee/
HANGER LEGEND
A
"U" HOOK
B
COACH SCREW ROD
D
BM. CLAMP W/ "STRAP
E
EYELET
F
FLUSH SHELL
G
CEILING FLANGE
H
SIDE BEAM BRACKET
K
SHORT CLIP
M
ALL THREAD ROD
N
TOGGLE NUT
P
POWDER DRIVEN STUD
R
EXPANSION BOLT
S
PIPE SPIKE
T
U
V
w
x
Y
Z
STATE CERTIFICATION
SPRINKLER LEGEND
I
.
•r
" r
61\, °?
r
N
SPRINKLER
ORIFICE SIZES
AND TYPE
=
c9
a
z
o
W
a
w N
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1
2
5 3 7 1
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1/2°
16 8 16 2 SPRAY
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1"
3
4
17
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1 1
32 SPRAY
O
®
1"
/616
2
;2"
11
8 16 2 SIDEWALL
<
1"
Z DRY TYPE
0
d
1"
O.1"
TEMP RATING
SPRINKLERS
UP AND DOWN
U
z =
J0
m
2 — WAY EARTHQUAKE BRACE
�1}� 4 — WAY EARTHQUAKE BRACE
0 165°
o
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o
Q 212°
1/2"
I
1"
/" STRUCTURELINEOF PIPE IN TO CENTER
Q 266°
1„
®
1/2«
� 350°
1"
�
1'
FITTING LEGEND
Q 500°
1/2"
®
1/2"
P PIPE—O—LET
APPROVAL REQUIRED
F PLAIN END FIT FITTING
SN GROOVED SHAPED NIPPLE
TUKWILA
TSN THREADED SHAPED NIPPLE
SPRINKLER HEADS USED
SYM
MANUF
MODEL
TYPE
THREAD
SIZE
ORIFICE
SIZE
HEAD
FINISH
ESCUTCH
FINISH
TEMP
QTY
•
RELIABLE
G
RECESSED
1/2
1/2
CHROME
CHROME
165
13
TOTAL
13
QUALITY CONTROL BY MARK FROMONG DATE 1-6-05
APPROVED FOR FABRICATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION
6. JOINING OF PIPE AND FITTINGS, THREADED do WELDED, SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
BY OTHERS
9. PAINTING OF PIPE 8c EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
DESIGN CRITERIA
1. ORDINARY HAZARD PIPE SCHEDULE PER NFPA 13.
PIPE NOTES
1. ALL PIPE TO BE SCH 40.
REVISIONS
NO
DATE
BY
DESCRIPTION
CONTRACT WITH:
R MILLER CONSTRUCTION
146 THIRD AVE S.
EDMONDS, WA 98020
PROJECT NAME:
ELLIOT BAY TRANSFER TI
349/351 UPLAND DRIVE
TUKWIL/
JERRY 349-351 UPLAND DR
206-459 06-S-005
PATRIFP099CF
@patriotfire.comOM
1'ilar W\/W,PATRIOTFIRE,CDM
FIRE PROTECTION
2707 70TH AVENUE EAST TEL (253) 926-2290
TACOMA, WA 98424 FAX (253) 922-6150
DESIGNER
JOHN DACCA
SHEET
I --P1
DATE
1-6-05
1 OF 1
JOB NO.
12-9179
---+:�--
--
--�---
r
T
- -i_�- —�'�-
WOMEN
OFFICE
-
- -��,-.{1
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PECEPT ON
WOR AREA
OFFI
.SIA.
P"1161111MIFI11111111 MINEMEMall=111
•
- -----�--a
ENTRY
PARTIAL FLOOR PLA
SCALE: 1/8'=1'-0'
Tr
SCOPE OF WORK
1. ADD HEADS FOR NEW WALLS AND CEILINGS.
GENERAL NOTES
1. --- = EXISTING FIRE SPRINKLER LINES.
2. ALL CEILING HEIGHTS TO BE 9'-0" U.N.O.
3. ALL HANGERS TO BE 160E U.N.O.
4. ALL DROPS TO BE 1(0-10)ADN.
VICINITY MAP
SCALE: NTS
PAD
JAN - 9 2006
Tukwila Fire
2.2,/(4-7
5v
HANGER LEGEND
A
"U" HOOK
B
COACH SCREW ROD
D
BM. CLAMP W/ "STRAP
E
EYELET
F
FLUSH SHELL
G
CEILING FLANGE
H
SIDE BEAM BRACKET
K
SHORT CLIP
M
ALL THREAD ROD
N
TOGGLE NUT
P
POWDER DRIVEN STUD
R
EXPANSION BOLT
S
PIPE SPIKE
T
U
V
w
x
Y
Z
STATE CERTIFICATION
SPRINKLER LEGEND
' .
(�^.rr,.. `..r . fY),,..
I i l , fel
�` `✓�
U/
z
rn
SPRINKLER
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AND TYPE
i
2
z
W
W
a
W N
-
o -o
1
2
5 3 7 1
Q
®1
/2"
16 8 16 2 SPRAY
O
®
1"
3
4
17
❑
•
3/4"
32 SPRAY
O
1"
2
7
a
a
1/2,.
8 2 SIDEWALL
a
1
1"
1"
1 DRY TYPE
001"
2
O•
O
1"
��
TEMP RATING
I SPRINKLERS
UP AND DOWN
za
m
Z 3
2- WAY EARTHQUAKE BRACE
0 165°
o
m Q
0
4 - WAY EARTHQUAKE BRACE
O 212°
1/2"
al
i"
(� STRUCTUREEOF PIPE TO IN CENTER
/� LIN
O 286°
1"
®
1/2"
O 350°
O so0'
1•
1/21®
4
n.
1/2"
FITTING LEGEND
P PIPE -0 -LET
APPROVAL REQUIRED
F PLAIN END FIT FITTING
SN GROOVED SHAPED NIPPLE
TUKWILA
TSN THREADED SHAPED NIPPLE
SPRINKLER HEADS USED
SYM
MANUF
MODEL
TYPE
THREAD
SIZE
ORIFICE
SIZE
HEAD
FINISH
ESCUTCH
FINISH
TEMP
QTY
•
REUABLE
G
RECESSED
I/2
I/2
CHROME
CHROME
165
13
TOTAL
13
QUALITY CONTROL BY MARK FROMONG DATE 1-6-05
APPROVED FOR FABRICATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION
6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
BY OTHERS
9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
DESIGN CRITERIA
1. ORDINARY HAZARD PIPE SCHEDULE PER NFPA 13.
PIPE NOTES
1. ALL PIPE TO BE SCH 40.
REVISIONS
NO
DATE
BY
DESCRIPTION
CONTRACT WITH:
R MILLER CONSTRUCTION
146 THIRD AVE S.
EDMONDS, WA 98020
PROJECT NAME:
ELLIOT BAY TRANSFER TI
349/351 UPLAND DRIVE
TUKWILA, WA
JERY 206- 459-0650 5—'
PATRIFPO99CF
,,44f T ���' WWW,PATRIUTFIRE,CHM
r IOT
1� ®patriotfire.com
;k.
FIRE PROTECTION 2.
2707 70TH AVENUE EAST TEL (253) 926-2290
TACOMA, WA 98424 FAX (253) 922-6150
DESIGNER
JOHN DACCA
SHEET
F— P 1
DATE
1-6-05
1 OF 1
JOB NO.
12-9179
Y
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FURNITURE STORAGE TO 22'0 SOLID rtHEINES
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FLOW 5636
SOURbE TUKWILA WATER
LOCATION UPLAND DRIVE, WEST END
40
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ACCEPTED
Without Comments
As Noted In Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
-1,andards Acceptance is subject to errors and
nisstons which do not authorize violattons of adopted
indards and ordinances The responsibility for the
t-‘quacy of desIgn rests totally with the designer
tittons deletions or revisions to these drawings after
uote will void this acceptance and will require a
.,t,ibmittal of revised drawings for subsequent approval
mat acceptance is subject to field test and inspection by
the Tukwila Fire Preventio Bureau
Date 'fZ.\_S\,("3\ By
VILS
1 5COPEOF WORK
TUKWILA FIRE DEPARTMENT
please call 575 4407
and give this lob
EXTEND EXISTING RACK SYSTEM TO UNPROTECTED RACKS
PER TUKWILA INSPECTION REPORT,
frtl. 41414 1`,
titr
No
and exact addreSs for shuta
down or restoration approval
ST rat; T
S 170th 61
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HANGER LEGEND
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M ALL THREAD ROD
N TOGGLE t NUT
P POWDER DRIVEN STUD
R EXPANSION BOLT-
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Y SEE DETAIL
Z SEE' DETAIL
FITTING LEGEND
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SN GROOVED SHAPED NIPPLE
TSH THREADED SHAPED NIPPLE
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STRUCTURE TO CENT ER
LINE Of PIPE IN INCHES
a.
STATE CERTIFICATION
5PRINKLER LEGEND
sppitshartt
optrice SIZES
ANS) TYPE
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SPRAY
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2864
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APPROVAL REQUIRED
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SIZE
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, SIZE
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FINISH mask
sym
RELKIIE SSP 12/, 165' ,48
TYPE
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OUAUTT CONTROL ST DATE
APPROVED' TOR FABRICATION ST DATE
GENERAL NOTES
1 AU, MATERIAL AND EOUIPmENT TO SE NEW APO IX LISTED OR fiaJ APPROvED
2 PIPING DINENSIONS ARE CENTER TO CENTER EXCEPT RISERS ANC/ DINENSION$
SHOwe4 THUSLY (1-6) wsic$4 APE END TO IMO
3 EARTHQUAKE BRACING SHALL OE PROVIDED ACCORDANCE WITH
4 pIPE HANGERS ANO befto$00. No4GING TO RE 114 ACCORDANCE WITH
NFPA PAMPHLET NO 13 APPUCASLE EDITION
5 PIPING SHALL BE IN ACCORDANCE 141104 NFPA PAMPHLET NO 13 APPLICABLE EDITION
6 JOINING OF PIPE AND ITIIINGS THREADED & WELDED SHALL BE IN ACCORDANCE
WITH 14FPA PAMPHLET NO 13 APPLICABLE EDITION
7 OWNER 10 poov,DE AbrQUATE HEAT AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM TO PREVENT wATER IN PIPES FROM FREEZING
8, MI WIRIRO OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROvIDED
tre OTHERS
PAINTING Or PIPE A EQuiPmENT ;MOORED) TO OE PROWIED
10 tURRING OF PIPE & EOUIPNENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
DESIGN CRITERIA
DESIGN PER FACTORY MUTUAL DATA SHEET 8-33
FACTORY MUTUAL SUPERSEDES NEPA 13 REQUIREMENTS
CLASS IV COMMODITIES STORED ON SOLID RACK SHELVING TO 22',
RACK HYDRAUUCALLY CALCULATED AND BALANCED WITH 011
RACK REQUIRES 7 HEADS EACH ON 2 LEVELS, Flown 22 GPM
OH SYSTEM REQUIRED TO FLOW 398 GPM/2000 SQ FT
PIPE NOTES
1 AU. THREADED PIPING TO BE SCH-40
REVISIONS
NO
DATE
BT
CONTRACT WITH
BEDROOM SUPERSTORE
349 UPLAND DRIVE
ANDY, PH. 619-466-1236
PROJECT NAME
, RACK SPRINKLER CORRECTIONS
44 t
RORY
BEDROOM SUPERSTORE
349 UPLAND DR
TUKWILA. WA 98188 ,
349 UPLAND DR
11 T
FIRE PROTECTION
1, :t2707 70th AVENUE EAST
DESIONER
DATE t
TEL
FAX
SHEET
mom
2531 '926-2290
Z53 922-6150
4,4
Nil
s
14