HomeMy WebLinkAboutPP - 6860 FORT DENT WAY - FORT DENT III - PERMITS AND PLANS6860 FORT DENT WAY
ASSOCIATED PERMITS
99-S-019
5F5
SMITH FIRE SYSTEMS, INC.
1106 54th Avenue East • Tacoma, Washington 98424
(253) 926-1880 • FAX (253) 926-2350
CONTR. REG. NO. SMITIfS1360T
HYDRAULIC CALCULATION INFORMATION SHEET
PROJECT NAME
FORT DENT III
JOB NO. T1-087
6860 FORT DENT WAY
DATE
1/2/99
ADDRESS
TUKWILA, WA
BY
BOB COLLINS
SYSTEM DESIGNATION: 1 - WET
HAZARD DESCRIPTION: OFFICES
HAZARD CLASS PER NFPA 13 : LIGHT HAZARD
SPECIFIC RULING: ORDINARY HAZARD
RULING MADE BY: OF WSRB
DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT.
ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT:
INSIDE HOSE 0 GPM N/A
OUTSIDE HOSE 250 GPM CITY CONNECTION
IN -RACK SPRINKLER DEMAND N/A GPM
SYSTEM TYPE: WET
"C" FACTOR OVERHEAD : 120
TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 247
"C" FACTOR UNDERGROUND : 140
MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 256 SQUARE FEET
SPRINKLER MANUFACTURER: RELIABLE MODEL: GXLO-ECOH TEMPERATURE: 165 ° F
K -FACTOR: 11.4 ORIFICE SIZE: .64
WATER SUPPLY:
STATIC 155 PSI
RESIDUAL 105 PSI
FLOW 1671 GPM
ELEVATION OF TEST: 0
DATE OF TEST:
DATA PROVIDED BY: CITY OF TUKWILA PUBLIC WORKS DEPT.
LOCATION OF TEST: AT THE SITE
BASE OF RISER DEMAND
354.49 GPM REQUIRED AT 52.44 PSI
(INCLUDING 0 GPM FOR HOSE STREAMS)
SUMMARY
604.49 GPM REQUIRED AT 56.58 PSI
AT CONNECTION TO CITY MAIN
(INCLUDING 250 GPM FOR TOTAL HOSE STREAMS)
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SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 1
FORT DENT 3, 1ST FLR-WET SYS, NEAR TREE .15/1500
FLOW TEST RESULTS
Water Supply
STATIC 155.00 PSI
RESIDUAL 105.00 PSI @ 1671.00 GPM
CITY PRESSURE AVAILABLE AT 604.5 GPM 147.38 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
101 53.01 38.40 11.40 21.63
102 47.41 38.40 11.40 17.29
103 47.23 38.40 11.40 17.16
104 42.18 38.40 11.40 13.69
105 43.97 38.40 11.40 14.88
106 39.24 38.40 11.40 11.85
107 43.05 38.40 11.40 14.26
108 38.40 38.40 11.40 11.35
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 8 TO 61
354.49 GPM
250.00 GPM
604.49 GPM
56.56 PSI
0.00 PSI
25.62 FPS
SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 2
FORT DENT 3, 1ST FLR-WET SYS, NEAR TREE .15/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
68 108 1.049 L 1.33 C=120 PT 11.35 (108)
Q 38.40 F=T F 5.00 PE -0.58
DR T 6.33 0.4350 PF 2.75
66 68 1.728 L 16.00 C=120 PT 13.52 ( 68)
Q 38.40 F=0 F 0.00 PE 0.00
BN T 16.00 0.0383 PF 0.61
PT 14.13 ( 66)
67 107
65 67
Q 43.05
Q 43.05
1.049 L 1.33 C=120 PT 14.26 (107)
F=T F 5.00 PE -0.58
DR T 6.33 0.5374 PF 3.40
1.728 L 16.00 C=120 PT 17.08 ( 67)
F=0 F 0.00 PE 0.00
BN T 16.00 0.0473 PF 0.76
PT 17.84 ( 65)
66 106 1.049 L 1.33 C=120 PT 11.85 (106)
Q 39.24 F=T F 5.00 PE -0.58
DR T 6.33 0.4527 PF 2.87
64 66DQ 38.40 1.728 L 16.00 C=120 PT 14.14 ( 66)
Q 77.64 F=0 F 0.00 PE 0.00
BN T 16.00 0.1407 PF 2.25
PT 16.39 ( 64)
65 105 1.049 L 1.33 C=120 PT 14.88 (105)
Q 43.98 F=T F 5.00 PE -0.58
DR T 6.33 0.5590 PF 3.54
63 65DQ, 43.05 1.728 L 16.00 C=120 PT 17.84 ( 65)
Q 87.02 F=0 F 0.00 PE 0.00
BN T 16.00 0.1738 PF 2.78
PT 20.62 ( 63)
64 104 1.049 L 1.33 C=120 PT 13.69 (104)
Q 42.18 F=T F 5.00 PE -0.58
DR T 6.33 0.5175 PF 3.28
62 64DQ 77.64 1.728 L 14.00 C=120 PT 16.39 ( 64)
Q 119.81 F=0 F 0.00 PE 0.00
BN T 14.00 0.3141 PF 4.40
PT 20.79 ( 62)
63 103
Q 47.23
1.049 L 1.33 C=120 PT 17.16 (103)
F=T F 5.00 PE -0.58
DR T 6.33 0.6379 PF 4.04
SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 3
FORT DENT 3, 1ST FLR-WET SYS, NEAR TREE .15/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
61 63DQ 87 02 1.728 L 14.00 C=120 PT 20.62 ( 63)
Q 134 25 F=0 F 0.00 PE 0.00
BN T 14.00 0.3877 PF 5.43
PT 26.05 ( 61)
62 102 1.049 L 1.33 C=120 PT 17.29 (102)
Q 47.41 F=T F 5.00 PE -0.58
DR T 6.33 0.6424 PF 4.07
49 62DQ 119.81 1.728 L 6.00 C=120 PT 20.78 ( 62)
Q 167.22 F=T F 12.00 PE 0.00
BN T 18.00 0.5820 PF 10.48
9 49 1.728 L 0.71 C=120 PT 31.26 ( 49)
Q 167.22 F=T F 12.00 PE 0.31
NR T 12.71 0.5820 PF 7.40
PT 38.97 ( 9)
61 101 1.049 L 1.33 C=120 PT 21.63 (101)
Q 53.01 F=T F , 5.00 PE -0.58
DR T 6.33 0.7900 PF 5.00
8 61DQ 134.25 1.728 L 6.00 C=120 PT 26.05 ( 61)
Q 187.27 F=T F 12.00 PE 0.00
BN T 18.00 0.7176 PF 12.92
PT 38.97 ( 8)
10 9 3.314 L 14.00 C=120 PT 38.97 ( 9)
Q 159.47 F=0 F 0.00 PE 0.00
CM1 T 14.00 0.0224 PF 0.31
16 10 3.314 L 13.25 C=120 PT 39.28 ( 10)
Q 159.47 F=0 F 0.00 PE 0.00
CM1 T 13.25 0.0224 PF 0.30
27 16 3.314 L 12.75 C=120 PT 39.58 ( 16)
Q 159.47 F=T F 23.00 PE 0.00
CM3 T 35.75 0.0224 PF 0.80
28 27 3.314 L 11.54 C=120 PT 40.38 ( 27)
Q 159.47 F=E F 11.00 PE -5.00
CM3 T 22.54 0.0224 PF 0.50
29 28 3.314 L 37.00 C=120 PT 35.88 ( 28)
Q 159.47 F=2E/T F 45.00 PE 0.00
CM3 T 82.00 0.0224 PF 1.84
PT 37.72 ( 29)
SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 4
FORT DENT 3, 1ST FLR-WET SYS, NEAR TREE .15/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
8 9 3.314 L 16.71 C=120 PT 38.97 ( 9)
Q 7.76 F=0 F 0.00 PE 0.00
CM1 T 16.71 0.0001 PF 0.00
6 8DQ 187.27 3.314 L 147.54 C=120 PT 38.97 ( 8)
Q 195.02 F=T,4E F 67.00 PE 0.00
CM1 T 214.54 0.0324 PF 6.95
5 6 3.314 L 12.04 C=120 PT 45.92 ( 6)
Q 195.02 F=T F 23.00 PE 0.00
CM T 35.04 0.0324 PF 1.14
PT 47.06 ( 5)
34 29 3.314 L 13.50 C=120 PT 37.71 ( 29)
Q 75.61 F=0 F 0.00 PE 0.00
CM5 T 13.50 0.0056 PF 0.08
35 34DQ -27.31 3.314 L 16.00 C=120 PT 37.79 ( 34)
Q 48.30 F=0 F .0.00 PE 0.00
CM5 T 16.00 0.0025 PF 0.04
36 35DQ -25.39 3.314 L 16.00 C=120 PT 37.83 ( 35)
Q 22.91 F=0 F 0.00 PE 0.00
CM5 T 16.00 0.0006 PF 0.01
26 36
Q 22.91
2 203 L 134.50 C=120 PT 37.84 ( 36)
F=T,5E/2E,T F 77.00 PE 0.00
BL3 T 211.50 0.0045 PF 0.95
25 26 3.314 L 16.00 C=120 PT 38.79 ( 26)
Q 22.91 F=0 F 0.00 PE 0.00
CM4 T 16.00 0.0006 PF 0.01
24 25DQ 25.39 3.314 L 16.00 C=120 PT 38.80 ( 25)
Q 48.30 F=0 F 0.00 PE 0.00
CM4 T 16.00 0.0025 PF 0.04
19 24DQ 27.42 3.314 L 13.50 C=120 PT 38.84 ( 24)
Q 75.71 F=0 F 0.00 PE 0.00
CM4 T 13.50 0.0056 PF 0.08
PT 38.92 ( 19)
33 29 3.314 L 2.50 C=120 PT 37.71 ( 29)
Q 83.86 F=0 F 0.00 PE 0.00
CM5 T 2.50 0.0068 PF 0.02
SUBMITTAL
FORT DENT
Location
From To
42 33DQ
Q
SERIAL NO:2244HY1 01-07-1999 PAGE 5
3, 1ST FLR-WET SYS, NEAR TREE .15/1500
Flow
in
GPM
-54.81
29.05
44 42DQ -21.13
Q 7.92
44 34
Q
43 44DQ
Q
27.31
7.92
35.23
41 43DQ -27.42
Q 7.81
25 35
Q
25.39
24 43
Q 27.42
41 42
Q
21.13
23 41DQ 7.81
Q 28.94
32 33
Q
Pipe
Size
IN
2.203
BL1
2.203
BL5
2.203
BL2
2.203
BL2
2.203
BL4
Fittings
Devices
Equiv Friction Pressure
Length Loss Summary
Ft PSI/Ft PSI
L 39.00 C=120 PT 37.73 ( 33)
F=0/T F 14.00 PE 0.00
T 53.00 0.0070 PF 0.37
L 16.00 C=120 PT 38.10 ( 42)
F=T F 14.00 PE 0.00
T 30.00 0.0006 PF 0.02
PT 38.12 ( 44)
L 39.00 C=120 PT 37.79 ( 34)
F=0/T F 14.00 PE 0.00
T 53.00 0.0062 PF 0.33
L 33.33 C=120 PT 38.12 ( 44)
F=0 F 0.00 PE 0.00
T 33.33 0.0100 PF 0.33
L 16.00 C=120 PT 38.45 ( 43)
F=T F 14.00 PE 0.00
T 30.00 0.0006 PF 0.02
PT 38.47 ( 41)
2.203
F=T,2E/2E,T
BL3
2.203
BL2
2.203
BL1
2.203
BL1
L 122.50 C=120 PT 37.83 ( 35)
F 56.00 PE 0.00
T 178.50 0.0055 PF 0.98
PT 38.81 ( 25)
L 47.67 C=120 PT 38.45 ( 43)
F=T F 14.00 PE 0.00
T 61.67 0.0063 PF 0.39
PT 38.84 ( 24)
L
F=T,5E F
T
46.42 C=120 PT 38.10 ( 42)
49.00 PE 0.00
95.42 0.0039 PF 0.37
L 47.67 C=120 PT 38.47 ( 41)
F=T F 14.00 PE 0.00
T 61.67 0.0070 PF 0.43
PT 38.90 ( 23)
3.314 L 16.00 C=120 PT 37.73 ( 33)
54.81 F=0 F 0.00 PE 0.00
CM5 T 16.00 0.0031 PF 0.05
22 32DQ -29.12
Q 25.69
2.203
F=T,3E/3E,T
BL
L 122.17 C=120 PT 37.78 ( 32)
F 70.00 PE 0.00
T 192.17 0.0056 PF 1.08
PT 38.86 ( 22)
SUBMITTAL
FORT DENT
Location
From To
SERIAL NO:2244HY1
3, 1ST FLR-WET SYS,
Flow
in
GPM
31 32
Q
21 31
Q
22 21
Q
23 22DQ
Q
29.12
29.12
29.12
25.69
54.81
19 23DQ 28.94
Q 83.75
18 19DQ 75.71
Q 159.47
Q 159.47
Q 159.47
4 5DQ 195.02
Q 354.49
17 18
5 17
2 4
1 2
COMMENT:
COMMENT:
Q 354.49
Q 354 49
9.27
THRU
Pipe
Size
IN
3.314
CM5
2.203
BL
3.314
CM4
3.314
CM4
3.314
CM4
3.314
CM2
3.314
CM2
3.314
CM2
4.310
FR
8.265
UN2
8.265
NEAR TREE .15/1500
Fittings
Devices
Equiv
Length
Ft
Friction
Loss
PSI/Ft
01-07-1999 PAGE 6
Pressure
Summary
PSI
L 16.00 C=120 PT 37.78
F=0 F 0.00 PE 0.00
T 16.00 0.0010 PF 0.02
L 120.00 C=120 PT 37.80
F=T/T F 28.00 PE 0.00
T 148.00 0.0070 PF 1.04
L 16.00 C=120 PT 38.84
F=0 F 0.00 PE 0.00
T 16.00 0.0010 PF 0.02
L 16.00 C=120 PT 38.86
F=0 F 0.00 PE 0.00
T 16.00 0.0031 PF 0.05
L 2.50 C=120 PT 38.91
F=0 F 0.00 PE 0.00
T 2.50 0.0068 PF 0.02
L
F=2E/T F
T
37.00 C=120 PT 38.93
45.00 PE 0.00
82.00 0.0224 PF 1.84
L 11.54 C=120 PT 40.77
F=E F 11.00 PE 5.00
T 22.54 0.0224 PF 0.50
L 2.29 C=120 PT 46.27
F=T,E F 34.00 PE 0.00
T 36.29 0.0224 PF 0.81
L 10.63 C=120 PT 47.08
F=BV F 17.00 PE 4.61
T 27.63 0.0273 PF 0.75
L 35.00 C=140 PT 52.44
F=E F 19.00 PE 0.00
T 54.00 0.0009 PF 0.05
( 32)
( 31)
( 21)
( 22)
( 23)
( 19)
( 18)
( 17)
( 5)
( 4)
L 0.01 C=120 PT 52.49 ( 2)
F=0 F 0.00 PE 4.02
T 0.01 0.0011 PF 0.00
ADDED TO REPRESENT 4 PSI LOSS
MOD 850
UN1
FEET OF ELEVATION
8 INCH DCVA FEBCO
SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 7
FORT DENT 3, 1ST FLR-WET SYS, NEAR TREE .15/1500
Location
From To
0 1
Flow Pipe
in Size
GPM IN
8.265
Q 354.49
UN
Fittings Equiv
& Length
Devices Ft
Friction
Loss
PSI/Ft
L 25.00 C=140
F=T,GV F 58.00
T 83.00 0.0009
Pressure
Summary
PSI
PT 56.51 ( 1)
PE 0.00
PF 0.07
PT 56.58 ( 0)
SMITH FIRE SYSTEMS, INC.
JOB NO. T1-087
FORT DENT III
SYSTEM # 1
FIRST FLOOR - FAR TREE
AUXILIARY HYDRAULIC CALCULATION
DESIGN DENSITY: .15 GPM / 1500 SQ. FT.
SYSTEM DEMAND AT BASE OF RISER
365.09 GPM AT 40.22 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 1
FORT DENT 3, 1ST FLR-WET SYS, FAR TREE .15/1500
FLOW TEST RESULTS
Water Supply
STATIC 155.00 PSI
RESIDUAL 105.00 PSI
@ 1671.00 GPM
CITY PRESSURE AVAILABLE AT
615.1 GPM 147.13 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
109
110
111
112
113
114
115
116
117
44.09
42.25
42.07
41.02
39.30
39.13
40.26
38.56
38.40
38.40
38.40
38.40
38.40
38.40
38.40
38.40
38.40
38.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
11.40
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 10 TO 50
14.96
13.74
13.62
12.95
11.88
11.78
12.47
11.44
11.35
365.09 GPM
250.00 GPM
615.09 GPM
44.30 PSI
0.00 PSI
17.15 FPS
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 2
FORT DENT 3, 1ST FLR-WET SYS, FAR TREE .15/1500
FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES
77 117 38.40 1.33 5.0
74 77 38.40 14.00 0.0
76 116 38.56 1.33 5.0
73 76 38.56 14.00 0.0
75 115 40.26 1.33 5.0
72 75 40.26 14.00 0.0
74 114 39.13 1.33 5.0
71 74 77.53 16.00 0.0
73 113 39.30 1.33 5.0
70 73 77.86 16.00 0.0
72 112 41.02 1.33 5.0
69 72 81.28 16.00 0.0
71 111 42.07 1.33 5.0
53 71 119.61 4.00 12.0
13 53 119.61 0.71 12.0
12 13 119.61 16.00 0.0
70 110 42.25 1.33 5.0
52 70 120.11 4.00 12.0
12 52 120.11 0.71 12.0
16 12 239.72 2.75 0.0
69 109 44.09 1.33 5.0
50 69 125.37 4.00 6.0
10 50 125.37 0.71 12.0
10 16 65.64 13.25 0.0
9 10 191.01 14.00 0.0
8 9 191.01 16.71 0.0
6 8 191.01 147.54 67.0
5 6 191.01 12.04 23.0
27 16 174.08 12.75 23.0
28 27 174.08 11.54 11.0
29 28 174.08 37.00 45.0
34 29 82.55 13.50 0.0
35 34 52.73 16.00 0.0
36 35 25.01 16.00 0.0
26 36 25.01 134.50 77.0
25 26 25.01 16.00 0.0
24 25 52.73 16.00 0.0
19 24 82.67 13.50 0.0
1.049 DR
1.728 BN1
1.049 DR
1.728 BN1
1.049 DR
1.728 BN1
1.049 DR
1.728 BN1
1.049 DR
1.728 BN1
1.049 DR
1.728 BN1
1.049 DR
1.728 BN1
1.728 NR
3.314 NC,
1.049 DR
1.728 BN1
1.728 NR
3.314 NC
1.049 DR
1.728 BN1
1.728 NR
3.314 CM1
3.314 CM1
3.314 CM1
3.314 CM1
3.314 CM
3.314
3.314
3.314
3.314
3.314
3.314
2.203
3.314
3.314
3.314
CM3
CM3
CM3
CM5
CM5
CM5
BL3
CM4
CM4
CM4
33 29 91.53 2.50 0.0 3.314 CM5
0.435 -0.58 13.52 11.35
0.038 0.00 - 14.06 13.52
0.438 -0.58 13.64 11.44
0.039 0.00 14.18 13.64
0.475 -0.58 14.90 12.47
0.042 0.00 15.49 14.90
0.451 -0.58 14.05 11.78
0.140 0.00 16.30 14.05
0.454 -0.58 14.17 11.88
0.141 0.00 16.43 14.17
0.492 -0.58 15.48 12.95
0.153 0.00 17.93 15.48
0.515
0.313
0.313
0.013
-0.58
0.00
0.31
0.00
0.519 -0.58
0.315 0.00
0.315 0.31
0.047 0.00
0.562 -0.58
0.342 0.00
0.342 0.31
0.004
0.031
0.031
0.031
0.031
0.026
0.026
0.026
0.007
0.003
0.001
0.005
0.001
0.003
0.007
0.00
0.00
0.00
0.00
0.00
0.00
-5.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
16.30
21.31
25.60
25.81
16.45
21.50
25.82
25.95
17.93
21.35
26.00
26.00
26.44
26.96
33.65
34.74
26.88
22.47
24.63
24.72
24.77
24.78
25.90
25.91
25.96
26.05
13.62
16.30
21.31
25.60
13.74
16.45
21.50
25.82
14.96
17.93
21.35
25.94
26.00
26.44
26.96
33.65
25.94
26.88
22.47
24.63
24.72
24.77
24.78
25.90
25.91
25.96
0.008 0.00 24.65 24.63
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 3
FORT DENT 3, 1ST FLR-WET SYS, FAR TREE .15/1500
FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES
42 33 31.71 39.00 14.0 2.203 BL1 0.008 0.00 25.08 24.65
44 42 8.64 16.00 14.0 2.203 BL5 0.001 0.00 25.10 25.08
44 34 29.82 39.00 14.0 2.203 BL2 0.007 0.00 25.11 24.72
43 44 38.46 33.33 0.0 2.203 BL2 0.012 0.00 25.50 25.11
41 43 8.52 16.00 14.0 2.203 BL4 0.001 0.00 25.52 25.50
25 35 27.72 122.50 56.0 2.203 BL3 0.006 0.00 25.91 24.77
24 43 29.94 47.67 14.0 2.203 BL2 0.007 0.00 25.96 25.50
41 42 23.07 46.42 49.0 2.203 BL1 0.005 0.00 25.53 25.09
23 41 31.59 47.67 14.0 2.203 BL1 0.008 0.00 26.04 25.53
32 33 59.82 16.00 0.0 3.314 CM5 0.004 0.00 24.71 24.65
22 32 28.04 122.17 70.0 2.203 BL 0.007 0.00 25.98 24.71
31 32 31.78 16.00 0.0 3.314 CM5 0.001 0.00 24.73 24.71
21 31 31.78 120.00 28.0 2.203 BL 0.008 0.00 25.96 24.73
22 21 31.78 16.00 0.0 3.314 CM4 0.001 0.00 25.98 25.96
23 22 59.82 16.00 0.0 3.314 CM4 0.004 0.00 26.04 25.98
19 23 91.41 2.50 0.0 3.314 CM4 0.008 0.00 26.06 26.04
18 19 174.08 37.00 45.0 3.314 CM2: 0.026 0.00 28.22 26.06
17 18 174.08 11.54 11.0 3.314 CM2' 0.026 5.00 33.81 28.22
5 17 174.08 2.29 34.0 3.314 CM2 0.026 0.00 34.76 33.81
4 5 365.09 10.63 17.0 4.310 FR 0.029 4.61 40.17 34.76
2 4 365.09 35.00 19.0 8.265 UN2 0.001 0.00 40.22 40.17
1 2 365.09 0.01 0.0 8.265 UN1 0.001 4.02 44.24 40.22
COMMENT: 9.27 FEET ADDED AS ELEVATION TO REPRESENT 4 PSI LOSS
COMMENT: THRU 8 INCH DCVA FEBCO MOD 850
0 1 365.09 25.00 58.0 8.265 UN 0.001 0.00 44.31 44.24
SMITH FIRE SYSTEMS, INC.
JOB NO. T1-087
FORT DENT III
SYSTEM # 1
SECOND FLOOR - TREE
AUXILIARY HYDRAULIC CALCULATION
DESIGN DENSITY: .15 GPM / 1500 SQ. FT.
SYSTEM DEMAND AT BASE OF RISER
280.34 GPM AT 35.17 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 1
FORT DENT 3, 2ND FLR - WET SYS, TREE .15/1500
FLOW TEST RESULTS
Water Supply
STATIC 155.00 PSI
RESIDUAL 105.00 PSI
@ 1671.00 GPM
CITY PRESSURE AVAILABLE AT
530.3 GPM 149.02 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
216
217
218
224
225
226
227
41.45
40.47
40.20
41.55
39.60
38.66
38.40
38.40
38.40
38.40
38.40
38.40
38.40
38.40
11.40
11.40
11.40
11.40
• 11.40
11.40
11.40
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 164 TO 224
13.22
12.60
12.43
13.29
12.07
11.50
11.35
280.34 GPM
250.00 GPM
530.34 GPM
39.25 PSI
0.00 PSI
15.43 FPS
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 2
FORT DENT 3, 2ND FLR - WET SYS, TREE .15/1500
FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES
167 227 38.40 0.75 5.0
166 167 38.40 16.00 0.0
166 226 38.66 0.75 5.0
165 166 77.06 16.00 0.0
165 225 39.60 0.75 5.0
164 165 116.67 16.00 0.0
164 224 41.55 0.75 5.0
36 164 158.22 7.00 14.0
158 218 40.20 0.75 5.0
157 158 40.20 16.00 0.0
157 217 40.47 0.75 5.0
156 157 80.67 16.00 0.0
156 216 41.45 0.75 5.0
155 156 122.12 16.00 0.0
35 155 122.12 7.00 14.0
163 36 33.84 9.00 28.0
162 163 33.84 14.00 0.0
161 162 33.84 20.00 0.0
160 161 33.84 10.00 0.0
159 160 33.84 12.00 0.0
26 159 33.84 69.50 49.0
25 26 33.84 16.00 0.0
35 36 124.38 16.00 0.0
154 35 34.93 9.00 28.0
153 154 34.93 14.00 0.0
152 153 34.93 14.00 0.0
151 152 34.93 10.00 0.0
150 151 34.93 12.00 0.0
25 150 34.93 63.50 28.0
24 25 68.78 16.00 0.0
34 35 211.56 16.00 0.0
145 34 35.87 9.00 14.0
144 145 35.87 14.00 0.0
143 144 35.87 14.00 0.0
44 143 35.87 2.00 0.0
142 44 34.82 10.00 0.0
141 142 34.82 8.00 0.0
43 141 34.82 15.33 0.0
1.049 DR
2.203 BN2
1.049 DR
2.203 BN2
1.049 DR
2.203 BN2
1.049 DR
2.203 BN2
1.049 DR
2.203 BN1
1.049 DR
2.203 BN1
1.049 DR
2.203 BN1
2.203 BN1,
2.203 BL3
2.203 BL3
2.203 BL3
2.203 BL3
2.203 BL3
2.203 BL3
3.314 CM4
3.314
2.203
2.203
2.203
2.203
2.203
2.203
3.314
3.314
2.203
2.203
2.203
2.203
2.203
2.203
2.203
CM5
BL3
BL3
BL3
BL3
BL3
BL3
CM4
CM5
BL2
BL2
BL2
BL2
BL2
BL2
BL2
29 34 175.69 13.50 0.0 3.314 CM5
0.435 -0.32 13.53 11.35
0.012 0.00 13.72 13.53
0.440 -0.32 13.71 11.50
0.043 0.00 14.39 13.71
0.461 -0.32 14.40 12.07
0.092 0.00 15.87 14.40
0.503 -0.32 15.86 13.29
0.161 0.00 19.24 15.86
0.473 -0.32 14.83 12.43
0.013 0.00 15.03 14.83
0.479 -0.32 15.04 12.60
0.046 0.00 15.78 15.04
0.501 -0.32
0.100 0.00
0.100 0.00
0.009
0.009
0.009
0.009
0.009
0.009
0.001
0.014
0.010
0.010
0.010
0.010
0.010
0.010
0.005
0.038
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
15.78
17.38
19.47
19.58
19.71
19.90
19.99
20.10
21.20
21.22
19.47
19.83
19.97
20.11
20.21
20.33
21.23
21.31
20.06
20.30
20.44
20.58
20.60
20.70
20.78
20.93
13.22
15.78
17.38
19.24
19.58
19.71
19.90
19.99
20.10
21.20
19.24
19.47
19.83
19.97
20.11
20.21
20.33
21.23
19.46
20.06
20.30
20.44
20.58
20.60
20.70
20.78
0.027 0.00 20.43 20.07
24 43 26.15 47.67 14.0 2.203 BL2 0.006 0.00 21.30 20.94
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 3
FORT DENT 3, 2ND FLR - WET SYS, TREE .15/1500
FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES
19 24 94.92 13.50 0.0 3.314 CM4 0.009 0.00 21.42 21.30
42 44 1.05 16.00 14.0 2.203 BL5 0.000 0.00 20.62 20.62
41 43 8.68 16.00 14.0 2.203 BL4 0.001 0.00 20.96 20.94
33 29 68.52 2.50 0.0 3.314 CM5 0.005 0.00 20.44 20.43
42 33 19.38 39.00 14.0 2.203 BL1 0.003 0.00 20.61 20.44
41 42 20.42 46.42 49.0 2.203 BL1 0.004 0.00 20.95 20.61
23 41 29.10 47.67 14.0 2.203 BL1 0.007 0.00 21.38 20.95
32 33 49.14 16.00 0.0 3.314 CM5 0.002 0.00 20.48 20.44
22 32 23.03 122.17 70.0 2.203 BL 0.005 0.00 21.36 20.48
31 32 26.11 16.00 0.0 3.314 CM5 0.001 0.00 20.49 20.48
21 31 26.11 120.00 28.0 2.203 BL 0.006 0.00 21.33 20.49
22 21 26.11 16.00 0.0 3.314 CM4 0.001 0.00 21.34 21.33
23 22 49.14 16.00 0.0 3.314 CM4 0.002 0.00 21.38 21.34
19 23 78.24 2.50 0.0 3.314 CM4 0.006 0.00 21.40 21.38
18 19 173.17 37.00 45.0 3.314 CM2 0.026 0.00 23.53 21.40
17 18 173.17 11.54 11.0 3.314 CM2 0.026 5.00 29.12 23.53
5 17 173.17 2.29 34.0 3.314 CM2, 0.026 0.00 30.06 29.12
28 29 107.17 37.00 45.0 3.314 CM3 0.011 0.00 21.31 20.43
27 28 107.17 11.54 11.0 3.314 CM3 0.011 5.00 26.55 21.31
16 27 107.17 12.75 23.0 3.314 CM3 0.011 0.00 26.93 26.55
6 16 107.17 191.50 67.0 3.314 CM1 0.011 0.00 29.70 26.93
5 6 107.17 12.04 23.0 3.314 CM 0.011 0.00 30.07 29.70
4 5 280.34 10.63 17.0 4.310 FR 0.018 4.61 35.17 30.07
2 4 280.34 35.00 19.0 8.265 UN2 0.001 0.00 35.20 35.17
1 2 280.34 0.01 0.0 8.265 UN1 0.001 4.00 39.20 35.20
COMMENT: 9.27 FEET OF ELEVATION ADDED TO REPRESENT 4 PSI LOSS
COMMENT: THRU 8 INCH DCVA FEBCO MOD 850
0 1 280.34 25.00 58.0 8.265 UN 0.001 0.00 39.25 39.20
SMITH FIRE SYSTEMS, INC.
JOB NO. T1-087
FORT DENT III
SYSTEM # 1
SECOND FLOOR - GRID
AUXILIARY HYDRAULIC CALCULATION
DESIGN DENSITY: .15 GPM / 1500 SQ. FT.
SYSTEM DEMAND AT BASE OF RISER
321.57 GPM AT 33.02 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 1
FORT DENT 3, 2ND FLR - WET SYS, GRID .15/1500
FLOW TEST RESULTS
Water Supply
STATIC 155.00 PSI
RESIDUAL 105.00 PSI
@ 1671.00 GPM
CITY PRESSURE AVAILABLE AT
571.6 GPM 148.13 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
205
211
212
213
214
220
221
222
223
42.84
21.19
38.76
39.90
40.14
20.98
38.40
39.53
39.82
38.40
18.00
38.40
38.40
38.40
18.00
38.40
38.40
38.40
11.40
5.62
11.40
11.40
11.40
5.62
11.40
11.40
11.40
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 145 TO 205
14.12
14.22
11.56
12.25
12.40
13.94
11.35
12.03
12.20
321.57 GPM
250.00 GPM
571.57 GPM
37.16 PSI
0.00 PSI
15.90 FPS
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 2
FORT DENT 3, 2ND FLR - WET SYS, GRID .15/1500
FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES
191 221 38.40 0.75 5.0 1.049 DR 0.435 -0.32 13.53 11.35
161 191 38.40 2.00 10.0 1.536 AO 0.068 0.00 14.34 13.53
163 223 39.82 0.75 5.0 1.049 DR 0.465 -0.32 14.55 12.20
162 222 39.53 0.75 5.0 1.049 DR 0.459 -0.32 14.35 12.03
160 220 20.98 0.75 5.0 1.049 DR 0.142 -0.32 14.44 13.94
154 214 40.14 0.75 5'.0 1.049 DR 0.472 -0.32 14.80 12.40
153 213 39.90 0.75 5.0 1.049 DR 0.467 -0.32 14.62 12.25
182 212 38.76 0.75 5.0 1.049 DR 0.443 -0.32 13.78 11.56
152 182 38.76 2.00 10.0 1.536 AO 0.069 0.00 14.61 13.78
151 211 21.19 0.75 5.0 1.049 DR 0.145 -0.32 14.73 14.22
145 205 42.84 0.75 5.0 1.049 DR 0.533 -0.32 16.86 14.12
162 161 4.19 20.00 0.0 2.203 BL3 0.000 0.00 14.34 14.34
163 162 43.73 14.00 0.0 2.203 BL3 0.015 0.00 14.55 14.34
36 163 83.54 9.00 28.0 2.203 BL3 0.049 0.00 16.38 14.55
35 36 83.54 16.00 0.0 3.314 CM5 0.007 0.00 16.49 16.38
160 161 34.21 10.00 0.0 2.203 BL3 0.009 0.00 14.43 14.34
159 160 55.19 12.00 0.0 2.203 BL3 0.023 0.00 14.70 14.43
26 159 55.19 69.50 49.0 2.203 BL3 0.023 0.00 17.41 14.70
25 26 55.19 16.00 0.0 3.314 CM4 0.003 0.00 17.46 17.41
153 152 0.23 14.00 0.0 2.203 BL3 0.000 0.00 14.61 14.61
154 153 40.13 14.00 0.0 2.203 BL3 0.013 0.00 14.79 14.61
35 154 80.27 9.00 28.0 2.203 BL3 0.046 0.00 16.49 14.79
34 35 163.82 16.00 0.0 3.314 CM5 0.023 0.00 16.87 16.49
151 152 38.53 10.00 0.0 2.203 BL3 0.012 0.00 14.73 14.61
150 151 59.73 12.00 0.0 2.203 BL3 0.027 0.00 15.05 14.73
25 150 59.73 63.50 28.0 2.203 BL3 0.027 0.00 17.48 15.05
24 25 114.92 16.00 0.0 3.314 CM4 0.012 0.00 17.68 17.48
34 145 4.11 9.00 14.0 2.203 BL2 0.000 0.00 16.86 16.86
29 34 167.93 13.50 0.0 3.314 CM5 0.025 0.00 17.19 16.86
144 145 38.73 14.00 0.0 2.203 BL2 0.012 0.00 17.03 16.86
143 144 38.73 14.00 0.0 2.203 BL2 0.012 0.00 17.20 17.03
44 143 38.73 2.00 0.0 2.203 BL2 0.012 0.00 17.22 17.20
142 44 29.92 10.00 0.0 2.203 BL2 0.007 0.00 17.29 17.22
141 142 29.92 8.00 0.0 2.203 BL2 0.007 0.00 17.35 17.29
43 141 29.92 15.33 0.0 2.203 BL2 0.007 0.00 17.46 17.35
24 43 19.68 47.67 14.0 2.203 BL2 0.003 0.00 17.67 17.46
AUXILIARY SUBMITTAL SERIAL NO:2244HY1 01-07-1999 PAGE 3
FORT DENT 3, 2ND FLR - WET SYS, GRID .15/1500
FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES
19 24 134.60 13.50 0.0 3.314 CM4 0.016 0.00 17.89 17.67
42 44 8.81 16.00 14.0 2.203 BL5 0.001 0.00 17.23 17.21
41 43 10.24 16.00 14.0 2.203 BL4 0.001 0.00 17.49 17.46
33 29 49.26 2.50 0.0 3.314 CM5 0.002 0.00 17.20 17.19
42 33 8.41 39.00 14.0 2.203 BL1 0.001 0.00 17.24 17.20
41 42 17.22 46.42 49.0 2.203 BL1 0.003 0.00 17.50 17.24
23 41 27.45 47.67 14.0 2.203 BL1 0.006 0.00 17.89 17.50
32 33 40.86 16.00 0.0 3.314 CM5 0.002 0.00 17.23 17.20
22 32 19.15 122.17 70.0 2.203 BL 0.003 0.00 17.84 17.23
31 32 21.70 16.00 0.0 3.314 CM5 0.001 0.00 17.24 17.23
21 31 21.70 120.00 28.0 2.203 BL 0.004 0.00 17.85 17.24
22 21 21.70 16.00 0.0 3.314 CM4 0.001 0.00 17.86 17.85
23 22 40.86 16.00 0.0 3.314 CM4 0.002 0.00 17.89 17.86
19 23 68.31 2.50 0.0 3.314 CM4 0.005 0.00 17.90 17.89
18 19 202.91 37.00 45.0 3.314 CM2 0.035 0.00 20.76 17.90
17 18 202.91 11.54 11.0 3.314 CM2 0.035 5.00 26.55 20.76
5 17 202.91 2.29 34.0 3.314 CM2 0.035 0.00 27.82 26.55
28 29 118.66 37.00 45.0 3.314 CM3 0.013 0.00 18.25 17.19
27 28 118.66 11.54 11.0 3.314 CM3 0.013 5.00 23.54 18.25
16 27 118.66 12.75 23.0 3.314 CM3 0.013 0.00 24.00 23.54
6 16 118.66 191.50 67.0 3.314 CM1 0.013 0.00 27.33 24.00
5 6 118.66 12.04 23.0 3.314 CM 0.013 0.00 27.78 27.33
4 5 321.57 10.63 17.0 4.310 FR 0.023 4.61 33.02 27.78
2 4 321.57 35.00 19.0 8.265 UN2 0.001 0.00 33.06 33.02
1 2 321.57 0.01 0.0 8.265 UN1 0.001 4.02 37.08 33.06
COMMENT: 9.27 FEET OF ELEVATION ADDED TO REPRESENT 4 PSI LOSS
COMMENT: THRU 8 INCH DCVA FEBCO MOD 850
0 1 321.57 25.00 58.0 8.265 UN 0.001 0.00 37.14 37.08
173363
vac' us conditions upon -lire ur ;tion o• tvit
ed as bearing in any way upon the q
as been exercised with respect to possible liabili • f
jury or damage to property. It is recognized that
rC5r!tt in less stilt exist.
k.
0�'
•
4111...1110
0"DI
WOW =Ma IEWS6 Wit= SEW WM CNN 1=172 =011 NEW 31231. =St 1221111 CWW =IN =Iii W=r 1161167-033L-11=
—
8-
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0,,
POU16t- - De' GTo . c.OE:GK. VALVE- ASSF.MbLy,
roi.ic - vAULT 4 yARO PDL- gy OTHERS
I
X»x
NEW I3U 1 LD 18.16
w/ NE.W A.5
O O
I
Peg. UF3G
CONSTRUCTION -T`/PE : 111-14(SIMINKLEIZEp)
OGCUPAI4C1 Caii.oUPS: e- OFFICE
f.1c-rL R IO R CAN OPY
5 F5 START POINT
5t�rrN F I RF 51STEMS TO STAE T II46tDE
131-111-D kla @ 8" FLAV4GE- LOGA1 Ihl RISER
ROOM APPg.DS.IMATE—Ly (o" A13OVE. R-00 R.
SITE PLAN SYMBOLS
NEW UNDERGROUND BY SFS
0 ® ® ® me NEW UNDERGROUND BY OTHERS
EXISTING UNDERGROUND
PROPERTY LINE
STREET CENTERLINE
NEW FIRE HYDRANT
EXISTING FIRE HYDRANT
_014_
NEW YARD POST INDICATOR
EXISTING YARD POST INDICATOR
NEW VALVE WITH
ROADWAY BOX
—i>4417- EXISTING VALVE WITH
ROADWAY BOX
NEW TWO WAY FIRE
DEPARTMENT CONNECTION
EXISTING TWO WAY FIRE
DEPARTMENT CONNECTION
NEW FOUR WAY FIRE
DEPARTMENT CONNECTION
EXISTING FOUR WAY FIRE
DEPARTMENT CONNECTION
WATER SUPPLY
INFORMATION
STATIC
RESIDUAL
FLOW
155 PSI
105 PSI
1671, GPM AT 105 PSI
1JOIJCOMgLISTI BLE
N.A.5,
THIS INFORMATION WAS PROVIDED BY THE
PUBLIC WORKS DEPARTMENT OF THE
CITY OF TUKWILA.
UNDERGROUND NOTES:
1) ALL UNDERGROUND TO BE BY OTHERS.
CONTRACTOR TO BE STATE LICENSED AND
CERTIFIED TO INSTALL UNDERGROUND PIPING PER
WAC 212-80.
2) ALL UNDERGROUND PIPING SHALL HAVE
3' MINIMUM BURY (TO TOP OP, PIPE).
3) ALL UNDERGROUND PIPING SHALL BE UL LISTED
AND/OR FM APPROVED FOR FIRE PROTECTION.
4) ALL UNDERGROUND PIPING SHALL BE RODDED
AND/OR BLOCKED IN ACCORDANCE WITH THE
SPECIFICATIONS AND NFPA 21 (LATEST EDITION).
5) ALL UNDERGROUND PIPING SHALL BE HYDRO-
STATICALLY TESTED AT NOT; LESS THAN 200 PSI
OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS
OF 150 PSI FOR TWO HOURS IN ACCORDANCE
WITH NFPA 24 (LATEST EDITION).
6) ALL UNDERGROUND PIPING SHALL BE FLUSHED
IN ACCORDANCE WITH NFPA 24 (LATEST EDITION).
FLOW THE REQURIED RATE UiIITIL WATER IS
CLEAR AS INDICATED BY NO :-sOLLECTION OF
FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS.
4" - 390 GPM 10" -2,400 GPM
6" - 880 GPM 12" -, :3,520 GPM
8" - 1,560 GPM
7) ALL UNDERGROUND PIPNG SHALL BE STERILIZED
PER LOCAL JURISDICTION REQUIREMENTS.
0
SITE PLAN (!)
10
20
30
40 • 50
IN •tea W • • N ■ 11111 N NI
1111 MI NI MI III W • IN all NI MI
SCALE 1" = 20'
1
rOP
OA,
4tv
et
GENERAL NOTES
1. ALL COUPLINGS WITH (F) TO BE FLEXIBLE
12. ALL PIPE TO BE AS FOLLOWS:
SCOPE OF WORK
SMITH FIRE SYSTEMS (SFS) WILL PROVIDE A WET PIPE AUTOMATIC SPRINKLER SYSTEM TO
PROTECT THE ENTIRE BUILDING. EXTENDED COVERAGE PENDENT SPRINKLERS WILL BE INSTALLED
ON DROPS TO FUTURE CEILING HEIGHT WITH HEAT COLLECTORS. SFS WILL BEGIN WORK INSIDE
THE BUILDING AT A SIX INCH FLANGE LEFT BY OTHERS.
CLAJIIFICATIONS:.
•
AU. AREAS PROTECTED BY THIS WET PIPE SYSTEM MUST BE MAINTAINED. BY OTHERS, AT A
OF 40°F TO PREVENT FREEZING.
THE SPRINKLER MAINS HAVE BEEN SIZED TO ALLOW FOR ADDITIONAL BRANCHLIMES AND / OR
HEADS AS MAY BE REQUIRED FOR FUTURE TENANT IMPROVEMENT WORK.
U UNDERGROUND WORK BY OTHERS TO INCLUDE: VAULT, BACKFLOW PREVENTER, YARD POST
INDICATOR, FIRE DEPARTMENT CONNECTION, AND RELATED EQUIPMENT, AS REQUIRED BY THE
CITY OF TUKWILA.
N A FLOOR DRAIN SHALL BE PROVIDED BY OTHERS IN THE RISER ROOM THAT IS CAPABLE OF
HANDLING THE FULL FLOW DISCHARGE OF THE TWO INCH MAIN DRAIN.
EXCLUSIONS:
O PAINTING OR LABELING OF SPRINKLER PIPING, EXCEPT AS REQUIRED BY NFPA 13.
• ELECTRICAL WIRING OF ANY KIND.
• CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING.
N ALL UNDERGROUND PIPING.
• SPRINKLER PROTECTION OF THE ENTRY CANOPY.
. $?ESIGN CRITERIA:
PER NFPA 13 (1996) AND THE WASHINGTON SURVEY AND RATING BUREAU FOR PROTECTION OF AN
ORDINARY HAZARD GROUP 1 OCCUPANCY.
SYSTEM TO BE HYDRAULICALLY CALCULATED TO DELIVER .15 GPM PER SQUARE FOOT OVER 1500
SQUARE FEET.
r FILE
TUKWILA FIRE DEPARTMt.
Please call: 575.4407
and give this lobes
No.
and en or restoct ratioss n
dr shut.
down appro./41;
ACCE TE
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
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 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 Preventio Bureau.
Date: I z O By:
Tei
HANGER LEGEND
SPRINKLER LEGEND
ABBREVIATIONS
SYMBOL LEGEND
REVISIONS
SYM
MANUFACTURER
TYPE
MODEL
HEAD
FINISH
ESCUTCHEON
FINISH
ORFICE
SIZE
THREAD
SIZE
TEMP
RATING
QUANTITY
TOTAL THIS SHEET
AFF
BOB
BOD
BOJ
BOP
SOT
CTS
FO
IFOW
OFOW
NAS
UNO
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT OF SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO SPRINKLERS
UNLESS NOTED OTHERWISE
0.
CENTERLINE OF PIPE TO REFERENCED
STRUCTURE IN, INCHES
2 -WAY EARTHQUAKE SWAY BRACE
4 -WAY EARTHQUAKE SWAY BRACE
HANGER LOCATION
ELEVATION ABOVE REFERENCED POINT
IN FEET AND INCHES
HYDRAULIC CALCULATION NODE
NO.
DATE
BY
REASON FOR REVISION
CONTRACT WITH
FOUSHEE & ASSOCIATES
3260 118Th AVENUE S.E., SUITE
BELLEVUE, WASHINGTON 98005'
PROJECT MANAGER : ERIC JONES
PHONE : (425) 746-1000
FAX : (425) 746-3737
SITE SUPERINTENDENT : SKIP STEINBACK
SITE PHONE : (206) 244-0199
SITE FAX : (206) 2434513
A r, r• 1
@(/mrion Sprir6 3ti'
Nagmgiumr-
JAN 1 3 iq%
MITH FIFE SYSTEMS, INC.
1106 54th Awe. E.
Tacoma, WA 98424
CONTR. G. MD. SMIT$FSI360T
Ph: (206)928-1880 Fax: (208)82G-2350
PROJECT
FORT DENT III
6860 FORT DENT WAY
TUKWILA, WASHINGTON
DESIGNER
5. cot* -INS
DATE
12 -IS -a($
SHEET
1 OF 4
JOB NO.
-rt- o'IST
STEEL PIPE ASTM A-795 OR SETTER
SIZE
SCE#OiI!€
WA L
THICKNESS
INTERNAL1188011T
DIA�6L�
END PM' TYPES ALLOWED
OF
MuaIW1 IMI
CAPACITY
IN GALLOWS
!
1
40
0.133
1.049
'THREADED,
CUT GROOVED. ROLL GROOVED. PLAIN BID, POLISHED
8.063
0.014
1
114
SUPER -R.0
0.052
1.536
ROLL GROOVED, POLISHED, PLAN END I FOR BUTT WELDING)
1.07
.0963
1
112
SUPER-FLO
0.086
1.728
'ROLL
GROOVED, POUSHED, PLAIN END ( FOR BUTT WELDING)
2.71
.1216
2
O
0.086
2.203
ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WE.DNG)
3.79
.
I 2
1/2
SUPER-FLO
0.056
2.703
ROLL GROOVED, PLAIN END I FOR BUTT WELDING)
5.10
2931
3
SUPER-FLO
0.093
3.314
ROLL GROOVED, N.A L END ( FOR BUTT WELDING)
7.10
4611
4
SUPER-FLO
0.095
4.310
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING)
10.06
.7670
,,
5
10
0.134
6.295
ROLL -GROOVED, PLAIN END (FOR BUTT WELDING)
17.300
1.144
6
••
0.134
6.357
-ROLL GROOVED, PLAIN BC) (FOR BUTT WELDING)
23.030
1.449
I
0
a•
0.188
8.249
ROLL GROOVED, PLAIN END (FOR BUTT WELDING)
40.030
273
••
WALL THICKNESS
PER NFPA 413
SCOPE OF WORK
SMITH FIRE SYSTEMS (SFS) WILL PROVIDE A WET PIPE AUTOMATIC SPRINKLER SYSTEM TO
PROTECT THE ENTIRE BUILDING. EXTENDED COVERAGE PENDENT SPRINKLERS WILL BE INSTALLED
ON DROPS TO FUTURE CEILING HEIGHT WITH HEAT COLLECTORS. SFS WILL BEGIN WORK INSIDE
THE BUILDING AT A SIX INCH FLANGE LEFT BY OTHERS.
CLAJIIFICATIONS:.
•
AU. AREAS PROTECTED BY THIS WET PIPE SYSTEM MUST BE MAINTAINED. BY OTHERS, AT A
OF 40°F TO PREVENT FREEZING.
THE SPRINKLER MAINS HAVE BEEN SIZED TO ALLOW FOR ADDITIONAL BRANCHLIMES AND / OR
HEADS AS MAY BE REQUIRED FOR FUTURE TENANT IMPROVEMENT WORK.
U UNDERGROUND WORK BY OTHERS TO INCLUDE: VAULT, BACKFLOW PREVENTER, YARD POST
INDICATOR, FIRE DEPARTMENT CONNECTION, AND RELATED EQUIPMENT, AS REQUIRED BY THE
CITY OF TUKWILA.
N A FLOOR DRAIN SHALL BE PROVIDED BY OTHERS IN THE RISER ROOM THAT IS CAPABLE OF
HANDLING THE FULL FLOW DISCHARGE OF THE TWO INCH MAIN DRAIN.
EXCLUSIONS:
O PAINTING OR LABELING OF SPRINKLER PIPING, EXCEPT AS REQUIRED BY NFPA 13.
• ELECTRICAL WIRING OF ANY KIND.
• CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING.
N ALL UNDERGROUND PIPING.
• SPRINKLER PROTECTION OF THE ENTRY CANOPY.
. $?ESIGN CRITERIA:
PER NFPA 13 (1996) AND THE WASHINGTON SURVEY AND RATING BUREAU FOR PROTECTION OF AN
ORDINARY HAZARD GROUP 1 OCCUPANCY.
SYSTEM TO BE HYDRAULICALLY CALCULATED TO DELIVER .15 GPM PER SQUARE FOOT OVER 1500
SQUARE FEET.
r FILE
TUKWILA FIRE DEPARTMt.
Please call: 575.4407
and give this lobes
No.
and en or restoct ratioss n
dr shut.
down appro./41;
ACCE TE
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
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 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 Preventio Bureau.
Date: I z O By:
Tei
HANGER LEGEND
SPRINKLER LEGEND
ABBREVIATIONS
SYMBOL LEGEND
REVISIONS
SYM
MANUFACTURER
TYPE
MODEL
HEAD
FINISH
ESCUTCHEON
FINISH
ORFICE
SIZE
THREAD
SIZE
TEMP
RATING
QUANTITY
TOTAL THIS SHEET
AFF
BOB
BOD
BOJ
BOP
SOT
CTS
FO
IFOW
OFOW
NAS
UNO
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT OF SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO SPRINKLERS
UNLESS NOTED OTHERWISE
0.
CENTERLINE OF PIPE TO REFERENCED
STRUCTURE IN, INCHES
2 -WAY EARTHQUAKE SWAY BRACE
4 -WAY EARTHQUAKE SWAY BRACE
HANGER LOCATION
ELEVATION ABOVE REFERENCED POINT
IN FEET AND INCHES
HYDRAULIC CALCULATION NODE
NO.
DATE
BY
REASON FOR REVISION
CONTRACT WITH
FOUSHEE & ASSOCIATES
3260 118Th AVENUE S.E., SUITE
BELLEVUE, WASHINGTON 98005'
PROJECT MANAGER : ERIC JONES
PHONE : (425) 746-1000
FAX : (425) 746-3737
SITE SUPERINTENDENT : SKIP STEINBACK
SITE PHONE : (206) 244-0199
SITE FAX : (206) 2434513
A r, r• 1
@(/mrion Sprir6 3ti'
Nagmgiumr-
JAN 1 3 iq%
MITH FIFE SYSTEMS, INC.
1106 54th Awe. E.
Tacoma, WA 98424
CONTR. G. MD. SMIT$FSI360T
Ph: (206)928-1880 Fax: (208)82G-2350
PROJECT
FORT DENT III
6860 FORT DENT WAY
TUKWILA, WASHINGTON
DESIGNER
5. cot* -INS
DATE
12 -IS -a($
SHEET
1 OF 4
JOB NO.
-rt- o'IST
173363
DIM 'C'
r
,n
DIM 'A'
-z000
=14
4
of
3"
I2
")/9 'x _1..34" R-017 C.pueLt.khG:.:..._....
SPAN BETWEEN JOISTS
SEE TABLE BELOW
A
DIM 'B'
4
2"X 2°.x._.1/4"-yQ:U/%RE WA5►-1f_3Z
4
2 -1 --GA, _C. -Q► - FOS:.I T I7EGt�-
DIM 'C'
NUT AND WASHER
�U
3/8" ROD x 9" LONG
WELD TO EACH END
90' OPPOSED
ATR
-�
HANGER RING
n�
��BTM
BAR
�- TRAPEZE PIPE (FOR SIZE AND
SCH SEE TABLE BELOW)
PIPE TO BE SUPPORTED
(FOR SIZE AND SCH SEE
TABLE BELOW)
HANGER T
NTS
—HLAGER I' .
NTS
CHORD OF
JOIST
HANGER
TYPE
PIPE TO BE
SUPPORTED
SPAN
BETWEEN
JOISTS
TRAPEZETOTAL
PIPE SIZE
DIM
'A'
DIM
'B'
DIM
'C'
LENGTH
OF TRAPEZE
PIPE
MAXIMUM
DISTANCE
BETWEEN
HANGERS
SIZE
SCH
SF
SCH 10
SCH 40
Ti
3"
SP
fp-3
3'
—
—
gRz
q"
— q„
15'
TZ
2"
SF
tp-3
21Z
—
—
1
9"
_7'-61"
t51
T$
1141."
sF
to- 8
2.1 2!'
—
—
K-LI/k8LE- • MODEL RC -I
I
1"
-0-9"
12'
:Za'':" rFFILK. UJNG, pAfJELS
@. ex,-re.g.tor... J1kU-6
2.1-1o"
T,D,D�GIL
BOTTOM CHORD
OF BAR JOIST _
5'-o
RETAINER STRAP
GRINNELL FIG. 92
UNIVERSAL
BEAM CLAMP
ATR
SEE TABLE FOR SIZE
HANGER RING
HANGER D
NTS
2.5 -0„
20 -o"
ZL I13/4"
-%o, PECK
:NAL -7 UP ROOF ON
14TL: PAN DECK_...
�Izoop SLOPE VARIES
:� -gyp; yr±o_=F�;=;.u,►d.o•
241-Z"
T,o.oar-y-
T.O. CEI.k�
211-6"
7,0. DEC.K
\/\/\(\/\7\"/\""/\/\"/
M.A.h. ASOVE C2-tLINGS
LAS
CEA LIKG
1-6AE AMA - we.
a=6" u-1
rt—.STI. C LLL .-
LEASE- APA- Zoe,
o' to" 614
cvnlc, onE MTA.-. PAN. E.U4
STL: JoiSTS
TN,P, P'C FLAZ..- LI.N.Q.
LEASE AIZ -Io7
61-1
coR-R.- Ito
=o"C4
14.A% 4% AI3O•1I . CEIUNG.S - L G1
_=_TXR.1'T .FL-R::illil4 f0,
(--V 6,141:.30TH
-1.3IP66 of I kAr...:
CAI212IDOR-"
. GLOSU
f
�.SI:FSP, GEI L1 v46,
571-„._cA4L.It.41.1 -
L6ASE AREA- t01
F> --G” GH
/J''/�`Y/i.7'
///,CV.'/A/Cvi,���
GROSS S C-.Gi'Ic*
0 ' 8 16
. —w 1.1 -:. - _��- �® - Mill 111111 NM II.
NM
SCALE 1/8"=1'-0"
T. o . PAR.It
2,41' F L.1� •
EL,+13L5"
Vic
-.-�, +O' -o"
,
\rVi!TER
..TATE L l 5:5 F5:1.. .
RE51Dt�AL 105 PSI
:, I, C, T 1 ..G -p .
.-17....4"1 :1 4FOKMATIdNi WAS PROSt 1DED By .
F. TU KW ILJs p1113L«►G WORK5
_R.E.PATZT.M'E = AT
5'/STI.iv\..pemAI 7 @ 13As'E• OF ( VF.Z.
354.4q P M - .Pc , 5%2..4-4 61
5Y5Te..IV1 ..:.IEMANDe GIT'/ CONNECTION
Cvo4.4`t (IPI\ AT 5(055 PS (
11-1CLUD'P4 2So CGPM FoK HO50.STRE-/AMS
t4OTES:
r) 'D I SC -N A IZ_G C M A't 1 D IZAHA TO 3PttF E
L.00.AT I ON,. OUT5t D1</ FLOOR DIZA I 1,1
2) ov JNER.. To. PRoVtDATE HEAT
(40°F .M:t 4) To PfE-/ANT FRF Z tt44
5 Fs STAKTPot N«'T
5N4 1-j' H 1= 5y5TE-M 5 To STAIZT IJUI
15t-W-DI4 a @ 8" FLANUE LocATF.G U R15E1Z -
ROOM APPfkoxIMATE-Ly lo" ABO\I - FLODfL
NP
RED
E -E -V, 131-5"'
ToR
3 II
I --I
(0-loi)
5
REO
NOTE;
6,-C IZIL
1,Js-f A LLP
rXTF.12.10i;
0
U
4'-0"
T.O, VA,
a
C"
�o
RED
F
WE -W ReMICR-A
1ST FIA ,
8°.nuGT1LE
uzoi% SUPPL.y
Z`rNN N U.LA 12. 5_PA c.
Rt:QuttZER._aP,ou14o ,PIPS
FZISE-R DEI-AIt.._
0 2
4
SCALE 1 /2"=1'-0"
RISER EQUIPMENT
ELEJ, O=o„
ITEM QTY. SIZE
1
2
3
4
5
6
7
1
1
1
1
1
1
DESCRIPTION MANUFACTURER
4" BUTTERFLY VALVE WITH VICTAULIC
INTERNAL TAMPER SWITCH
2" MAIN DRAIN ASSEMBLY
1" INSPECTOR'S TEST ASSEMBLY AGF
WITH PRESSURE RELIEF VA.
W PRESSURE GAUGE ASSEMBLY
4" WATERFLOW INDICATOR POTTER -ELECTRIC VSR-F
10" ELECTRIC BELL POTTER -ELECTRIC ' PBA 12010
• 12 -HEAD SPARE HEAD CABINET CONTAINING THE FOtLOW.t.N:6...
MODEL#
SERIES .
708W
3011
SPARE SPRINKLERS & WRENCHES
ROD
PIPE SIZE
SIZE
XLO-Ef-0H!
3/8
.'(04
1/2
GRINNELL FIG. 92
UNIVERSAL
BEAM CLAMP
ATR
SEE TABLE FOR SIZE
HANGER RING
HANGER D
NTS
2.5 -0„
20 -o"
ZL I13/4"
-%o, PECK
:NAL -7 UP ROOF ON
14TL: PAN DECK_...
�Izoop SLOPE VARIES
:� -gyp; yr±o_=F�;=;.u,►d.o•
241-Z"
T,o.oar-y-
T.O. CEI.k�
211-6"
7,0. DEC.K
\/\/\(\/\7\"/\""/\/\"/
M.A.h. ASOVE C2-tLINGS
LAS
CEA LIKG
1-6AE AMA - we.
a=6" u-1
rt—.STI. C LLL .-
LEASE- APA- Zoe,
o' to" 614
cvnlc, onE MTA.-. PAN. E.U4
STL: JoiSTS
TN,P, P'C FLAZ..- LI.N.Q.
LEASE AIZ -Io7
61-1
coR-R.- Ito
=o"C4
14.A% 4% AI3O•1I . CEIUNG.S - L G1
_=_TXR.1'T .FL-R::illil4 f0,
(--V 6,141:.30TH
-1.3IP66 of I kAr...:
CAI212IDOR-"
. GLOSU
f
�.SI:FSP, GEI L1 v46,
571-„._cA4L.It.41.1 -
L6ASE AREA- t01
F> --G” GH
/J''/�`Y/i.7'
///,CV.'/A/Cvi,���
GROSS S C-.Gi'Ic*
0 ' 8 16
. —w 1.1 -:. - _��- �® - Mill 111111 NM II.
NM
SCALE 1/8"=1'-0"
T. o . PAR.It
2,41' F L.1� •
EL,+13L5"
Vic
-.-�, +O' -o"
,
\rVi!TER
..TATE L l 5:5 F5:1.. .
RE51Dt�AL 105 PSI
:, I, C, T 1 ..G -p .
.-17....4"1 :1 4FOKMATIdNi WAS PROSt 1DED By .
F. TU KW ILJs p1113L«►G WORK5
_R.E.PATZT.M'E = AT
5'/STI.iv\..pemAI 7 @ 13As'E• OF ( VF.Z.
354.4q P M - .Pc , 5%2..4-4 61
5Y5Te..IV1 ..:.IEMANDe GIT'/ CONNECTION
Cvo4.4`t (IPI\ AT 5(055 PS (
11-1CLUD'P4 2So CGPM FoK HO50.STRE-/AMS
t4OTES:
r) 'D I SC -N A IZ_G C M A't 1 D IZAHA TO 3PttF E
L.00.AT I ON,. OUT5t D1</ FLOOR DIZA I 1,1
2) ov JNER.. To. PRoVtDATE HEAT
(40°F .M:t 4) To PfE-/ANT FRF Z tt44
5 Fs STAKTPot N«'T
5N4 1-j' H 1= 5y5TE-M 5 To STAIZT IJUI
15t-W-DI4 a @ 8" FLANUE LocATF.G U R15E1Z -
ROOM APPfkoxIMATE-Ly lo" ABO\I - FLODfL
NP
RED
E -E -V, 131-5"'
ToR
3 II
I --I
(0-loi)
5
REO
NOTE;
6,-C IZIL
1,Js-f A LLP
rXTF.12.10i;
0
U
4'-0"
T.O, VA,
a
C"
�o
RED
F
WE -W ReMICR-A
1ST FIA ,
8°.nuGT1LE
uzoi% SUPPL.y
Z`rNN N U.LA 12. 5_PA c.
Rt:QuttZER._aP,ou14o ,PIPS
FZISE-R DEI-AIt.._
0 2
4
SCALE 1 /2"=1'-0"
RISER EQUIPMENT
ELEJ, O=o„
ITEM QTY. SIZE
1
2
3
4
5
6
7
1
1
1
1
1
1
DESCRIPTION MANUFACTURER
4" BUTTERFLY VALVE WITH VICTAULIC
INTERNAL TAMPER SWITCH
2" MAIN DRAIN ASSEMBLY
1" INSPECTOR'S TEST ASSEMBLY AGF
WITH PRESSURE RELIEF VA.
W PRESSURE GAUGE ASSEMBLY
4" WATERFLOW INDICATOR POTTER -ELECTRIC VSR-F
10" ELECTRIC BELL POTTER -ELECTRIC ' PBA 12010
• 12 -HEAD SPARE HEAD CABINET CONTAINING THE FOtLOW.t.N:6...
MODEL#
SERIES .
708W
3011
SPARE SPRINKLERS & WRENCHES
SPRINKLERS
RELIAeL-E
PENbER1'6
XLO-Ef-0H!
G %t1-
.'(04
3/4
I6,5
2
SSP- tZP.G
U
S
1/2
%Z
1
55P
gRz
1
'
S
1
Nsw
c
I
WRENCHES '
I E:LIA$LE MOP)EL XLO
t
K-LI/k8LE- • MODEL RC -I
I
RELI AIALE MObt_L t, ..
I
Washington Sucveying & Rating Birms
PLAN REVIEWED AS NOTED
SEATTLE WASH.
An comments and acceptances relate exclusively to relative effect of
various conditions upon fire insurance rates. They are not to be cote
st.rued as bearing in any way upon the question of whether "due care"
Ms been exercised with respect to possible liability for personal ire
jury or damage to property. arils which may
result in loss stilt chi
HANGER LEGEND
SPRINKLER LEGEND
ABBREVIATIONS
SYMBOL LEGEND
REVISIONS
SYM
MANUFACTURER
TYPE
MODEL
HEAD' ESCUTCHEON
FINISH FINISH
ORFICE
SIZE
THREAD
SIZE
TEMP QUANTITY
RATING
TOTAL THIS SHEET
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT OF SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO SPRINKLERS
UNLESS NOTED OTHERWISE
0
CENTERLINE OF PIPE TO REFERENCED
STRUCTURE IN INCHES
2 -WAY EARTHQUAKE SWAY BRACE
4 -WAY EARTHQUAKE SWAY BRACE
HANGER LOCATION
ELEVATION ABOVE REFERENCED POINT
IN FEET AND INCHES '
HYDRAULIC CALCULATION NODE
NO.
DATE
BY
REASON FOR REVISION
CONTRACT WITH
FOUSHEE & ASSOCIATES
3260 118TH AVENUE S.E., SUITE
BELLEVUE, WASHINGTON 98005:
PROJECT MANAGER : ERIC JONES
PHONE : (425) 746-1000
FAX : (425) 746-3737
SITE SUPERINTENDENT : SKIP STEINBACK
SITE PHONE : (206) 244-0199
SITE FAX : (206) 243-4513
SMITH FIRE SYSTEMS, INC.
1106 54th Ave. E. -
Tacoma, WA 98424
CONTR. REG. NO. SMITHFS1360T
Ph: (206) 926-1880 Fax: (206) 926-2350
PROJECT
FORT DENT III
6860 FORT DENT WAY
TUKWILA, WASHINGTON
DESIGNER
DATE
SHEET
JOB NO.
13, COL -1-1114) 12- 15 - q6
2 OF 4
T1- 08?
173363
EXTERIOR CANOPY:
NONCOMBUSTIBLE CONSTRUCTION
WITH NO HANDLING OF COMBUSTIBLE
MATERIALS BELOW. NAS PER NFPA
13 (1996) 4-.13.7.1 - EXCEPTION.
EXTERIOR CANOPY:._ _.
NONCOMBUSTIBLE CONSTRUCTION
WITH NO HANDLING OF COMBUSTIBLE
MATERIALS BELOW. NAS PER NFPA
13 (1996) 4-13.7.1 - EXCEPTION.
2.404-0"
OFOW
G/G
41210
' ZI
C.i K- D
O F'o VJ I o FoVJ GIG
a/G_......frRtb G/L
7'
GRU7
OFOW
coRRiro tt
c1'• 01" %N' ,'
0 1�
HYDRAULICALLY MOST DEMANDING AREA: SYS#
DENSITY: • IG GPM OVER 1500 SQUARE. FEET
SYSTEM DEMAND AT BOR: 354 -.SI GPM AT 62.4 ` PSI
(INCLUDING o GPM FOR INSIDE HOSE STREAMS)
n
5 Io -
7-0.:.0 '4ir":4-(cam
to -o' 44"..N
_ o
AD'LO „Lep
•
LEA4e.
1-0q
EXTERIOR CANOPY:
NONCOMBUSTIBLE CONSTRUCTION
WITH NO HANDLING OF COMBUSTIBLE
MATERIALS BELOW. NAS PER NFPA
13 (1996) 4-13.7.1 - EXCEPTION.
AUXILIARY REMOTE AREA: SYS#
DENSITY: • Is GPM OVER 1500 SQUARE FEET
SYSTEM DEMAND AT BOR: 366.1 GPM AT 40,2 PSI
_. (INCLUDING o GPM FOR INSIDE
o FOw
•2:
u
G21D
'4'
FO __ 0F0W
L/L
.1(473;'\__
GRAY,
aant
,Z.
I7a-D
Qt.
'8'
C4R►P
•to'
�'-o" 1
aR, c./G
`I0'
OFOV4
0
u
.FROM... SUFPLy- ..
7-
0
II
W
o=
IvMiLW/XUKF_E C3F.i; 513- SC5 02
W/__ f3U!.1 LT..- 114 . TAI PEIZ
_P_Q14e.LL-Ll's`i :orikeRS) 3
Z BALL VAL\/
t &:... GAP
:ELEVATOR 0.................L DETA
31';11-0"
V
EXTERIOR CANOPY:
NONCOMBUSTIBLE CONSTRUCTION •
WITH NO HANDLING OF COMBUSTIBLE
MATERIALS BELOW. NAS PER NFPA
13 (1996) 4-13.7.1 - EXCEPTION.
F 1 KST FLOOR (!)
i 0 8 16'
1111111 INN AIM 111110
111111 111•1 Mil INN Ili
SCALE 1/8"=1'-.0"
0
v
m
v
mii.11141LIM SPAC11461 Of MOVE -1.- CA XLo-Eliot-)
PEI4c)1✓14r SpR1t4KLag6 15 13'-0" at -
0
FITTER / LISTER NOTES FIRST FLOOR
1) ALL BRANCHLINE PIPING THIS FLOOR TO BE,1 1/2" SUPER FLO UNO.
2) . ALL -PIPING TO -BE INSTALLED CEVEL-AT1 T' - T O"AFF-----
ACL BRANCHLINE HANGERS TO BE 15" M,UNO. _._ _,
) ALL MAIN HANGERS TO BE 131%2" M UNO, .
' ) ALL DROPS TO PENDENT SPRINKLERS TOI'BE 1,x 1' - 4" UNO.
6) ALL PENDENT SPRINKLERS AT 'OPEN' CEILING GRID
i . TO BE INSTALLED WITH HEAT SHIELDS .
HANGER LEGEND
SPRINKLER LEGEND
ABBREVIATIONS
SYMBOL LEGEND
REVISIONS
..CONGRE.1 .....E-M<3EAf)e-17 "- SE4..:. t)E.TAIL. oN..SNEE...T 2of 3 ..
SYM
MANUFACTURER
TYPE
MODEL
•
e
0
Re.LA t3
4
55 P
551.1
1-I 5W
xw-Ecol- .
G REG
G
S
HEAD
FINISH
GHR•
ESCUTCHEON
FINISH
GHRF
NA
S
ORFICE
SIZE
•
THREAD
SIZE
AV2.
TEMP
RATING
"S
QUANTITY
3
32
2-
t�
1
(- 0TA•! TffI6 GO NT PtAGT: •- 'i
TOTAL THIS SHEET
135
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT OF SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO SPRINKLERS
UNLESS NOTED OTHERWISE
CENTERLINE OF PIPE•TO REFERENCED
STRUCTURE IN INCHES
2 -WAY EARTHQUAKE SWAY BRACE
4 -WAY EARTHQUAKE SWAY BRACE
HANGER LOCATION
ELEVATION ABOVE REFERENCED POINT
IN FEET AND INCHES•
HYDRAULIC CALCULATION NODE
NO.
DATE
BY
REASON FOR REVISION
CONTRACT WITH
.TF_O_US.HEE-"_&...ASSO_CIATES_.. `.
3260 118TH AVENUE .S.E., SUITE
BELLEVU_E, WASH_INGTQ.N 8005. -
PROJECT MANAGER : ERIC JONES
PHONE : (425) 746-1000
FAX : (425) 746-3737
SITE SUPERINTENDENT : SKIP STEINBACK
SITE PHONE : (206) 244-0199
SITE FAX : . (206) 243-4513
ashngton Suiveying & Rating R
PLAN REV AS NOTED
SEATTLE WASH.
t comments end acceptances relate exclusively to relative effect of
various condition upon fire insurance rates. They are not to be con-
strued as bearing in any way upon the question of whether "due care"
Ms been exercised with respect to possible liability for personal in -
!Iffy or doinage to property. I is rec •. azards which mey
r 'tit it loos stiff ted:
SMITH FIRE SYSTEMS, INC.
11.06 54th Ave. E.
Tacoma, WA 98424 -
CONTR. REG. NO. SMITHFS1360.T
Ph: (20.6) 926-188.0 Fax: (206) 926-2350
PROJECT
FORT DENT III
6860 FORT DENT WAY
TUKWILA, _-WASHINGTON
DESIGNER
DATE
SHEET
JOB NO.
F3. GOLLIt1S
42- t 5- a8
3 OF 4
'Tr- OS/
173363
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4
4. J0154
(203)
(a05
(2oLo
I: 10
t"
?,..11(.4
4; AR. I
N.A.h. •
@ To P
plUG,
S
6=6" cI4
. 12.4
,
-
TANI
Joi$T-
SECOK-D00.KT.(bL
16
611 MI MI NM NM nil
SCALE 1 /8"=
AUXILIARY REMOTE AREA:
•
DENSITY: GPM OVER iS'a1/49 SQUARE FEET '
• SYSTEM DEMAND AT BOR-: sew GPM AT 35.; PSI'
! (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS)
•
•
MOT
MUIVI Pik C.. I v46-- -• o F i..402e.t.. ..„
er/c.
AUXILIARY REMOTE AREA:
DENSITY: GPM OVER !6-60 SQUARE FEET
SYSTEM DEMAND AT BOR: 286.5 GPM AT 36,a ,p01, -
(INCLUDING 0 GPM *FOR INSIDE HOSE STREAMS)'
FITTER / LISTER NOTES SECOND FLOOR
1) ALL BRANCHLINE PIPING THIS FLOOR TO BE 2" SUPER FLO UNO.
2) ALL PIPING TO BE INSTALLED LEVEL AT 3" AFF UNO.
- - - - - - - - - - - - _ _ _ . _ _ _ __3).__ALL__BRANC_HLINE HANGERS TO BE 'D' TYPE UNO.
4) ALL MAIN HANGERS TO BE TRAPEZE TYPE! UNO.
5) ALL DROPS TO PENDENT SPRINKLERS TO ,BE 1 x 0' -9" UNO. •
6) ALL PENDENT SPRINKLERS AT 'OPEN' CEILING GRID
TO BE INSTALLED WITH HEAT SHIELDS • .
HANGER LEGEND
SPRINKLER LEGEND
ABBREVIATIONS
SYM
MANUFACTURER
TYPE
MODEL
HEAD -
FINISH
.A7.7)KU.Tf.00.-H
ESCUTCHEON
FINISH
..... c..141Z
ORFICE
SIZE
THREAD
SIZE
0
20=
42he
f'
-61
TEMP
RATING
L1.461.7..
-- '..-..-.
QUANTITY
. 23
R ACT .1 2.41..
TOTAL
THIS S
HEET
I I Z.
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT OF SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO SPRINKLERS
UNLESS NOTED OTHERWISE
-o
4 -
SYMBOL LEGEND
REVISIONS
CENTERLINE OF PIPE TO REFERENCED
STRUCTURE IN INCHES
2 -WAY EARTHQUAKESWAY BRACE
4 -WAY EARTHQUAKE SWAY BRACE
HANGER LOCATION
ELEVATION ABOVE REFERENCED POINT
IN FEET AND INCHES •
HYDRAULIC CALCULATION NODE
NO.
DATE
BY
REASON FOR REVISION
CONTRACT WITH
FOUSHEE & ASSOCIATES
3260 VI 8TH AVENUE S.E., SUITE
BELLEVUE, WASHINGTON 98005
PROJECT MANAGER : ERIC JONES
PHONE : (425) 746-1000
FAX : (425) 746-3737
SITE SUPERINTENDENT : SKIP STEINBACK
SITE PHONE : (206) 244-0199
SITE FAX : (206) 243-4513
....... •' •
Tfasiiin Sniveling St ting e
PLAN, REVIEWED thS 7
SEMILE WASH.
tt comments and hoceptences relate exclusively to rotative effect SI
Itorieus conditions upon fire insurance rates. They are not to be con -
glued as bearing in artv Way upon the question of wther de cm"
s ly.mn exercised with respect to possible liability for personal m -
tiny or da p to property. it iseco nil « «
..-....try • mtly
• N • : II
renuti. in ton sti!!
....0"
smiTo. FIFE sysT. mi5, No.
los
Tacorila, WA':9604
com. REG. NO. S?ITHFS136OT
26-1680 Fax (20) 926 2350
PROJECT
FORT DENT 111
68.60 FORT DENT WAY
TUKWILA, WASHINGTON:
DESIGNER
DATE
SHEET
JOB NO.
c.oLLIt.15-1-1 I,i:8T:.I.... __OF 4 •
11
w
,
_
,-;
e
o
,
„..........
•
Ii• •
N.A.h. •
@ To P
plUG,
S
6=6" cI4
. 12.4
,
-
TANI
Joi$T-
SECOK-D00.KT.(bL
16
611 MI MI NM NM nil
SCALE 1 /8"=
AUXILIARY REMOTE AREA:
•
DENSITY: GPM OVER iS'a1/49 SQUARE FEET '
• SYSTEM DEMAND AT BOR-: sew GPM AT 35.; PSI'
! (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS)
•
•
MOT
MUIVI Pik C.. I v46-- -• o F i..402e.t.. ..„
er/c.
AUXILIARY REMOTE AREA:
DENSITY: GPM OVER !6-60 SQUARE FEET
SYSTEM DEMAND AT BOR: 286.5 GPM AT 36,a ,p01, -
(INCLUDING 0 GPM *FOR INSIDE HOSE STREAMS)'
FITTER / LISTER NOTES SECOND FLOOR
1) ALL BRANCHLINE PIPING THIS FLOOR TO BE 2" SUPER FLO UNO.
2) ALL PIPING TO BE INSTALLED LEVEL AT 3" AFF UNO.
- - - - - - - - - - - - _ _ _ . _ _ _ __3).__ALL__BRANC_HLINE HANGERS TO BE 'D' TYPE UNO.
4) ALL MAIN HANGERS TO BE TRAPEZE TYPE! UNO.
5) ALL DROPS TO PENDENT SPRINKLERS TO ,BE 1 x 0' -9" UNO. •
6) ALL PENDENT SPRINKLERS AT 'OPEN' CEILING GRID
TO BE INSTALLED WITH HEAT SHIELDS • .
HANGER LEGEND
SPRINKLER LEGEND
ABBREVIATIONS
SYM
MANUFACTURER
TYPE
MODEL
HEAD -
FINISH
.A7.7)KU.Tf.00.-H
ESCUTCHEON
FINISH
..... c..141Z
ORFICE
SIZE
THREAD
SIZE
0
20=
42he
f'
-61
TEMP
RATING
L1.461.7..
-- '..-..-.
QUANTITY
. 23
R ACT .1 2.41..
TOTAL
THIS S
HEET
I I Z.
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT OF SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO SPRINKLERS
UNLESS NOTED OTHERWISE
-o
4 -
SYMBOL LEGEND
REVISIONS
CENTERLINE OF PIPE TO REFERENCED
STRUCTURE IN INCHES
2 -WAY EARTHQUAKESWAY BRACE
4 -WAY EARTHQUAKE SWAY BRACE
HANGER LOCATION
ELEVATION ABOVE REFERENCED POINT
IN FEET AND INCHES •
HYDRAULIC CALCULATION NODE
NO.
DATE
BY
REASON FOR REVISION
CONTRACT WITH
FOUSHEE & ASSOCIATES
3260 VI 8TH AVENUE S.E., SUITE
BELLEVUE, WASHINGTON 98005
PROJECT MANAGER : ERIC JONES
PHONE : (425) 746-1000
FAX : (425) 746-3737
SITE SUPERINTENDENT : SKIP STEINBACK
SITE PHONE : (206) 244-0199
SITE FAX : (206) 243-4513
....... •' •
Tfasiiin Sniveling St ting e
PLAN, REVIEWED thS 7
SEMILE WASH.
tt comments and hoceptences relate exclusively to rotative effect SI
Itorieus conditions upon fire insurance rates. They are not to be con -
glued as bearing in artv Way upon the question of wther de cm"
s ly.mn exercised with respect to possible liability for personal m -
tiny or da p to property. it iseco nil « «
..-....try • mtly
• N • : II
renuti. in ton sti!!
....0"
smiTo. FIFE sysT. mi5, No.
los
Tacorila, WA':9604
com. REG. NO. S?ITHFS136OT
26-1680 Fax (20) 926 2350
PROJECT
FORT DENT 111
68.60 FORT DENT WAY
TUKWILA, WASHINGTON:
DESIGNER
DATE
SHEET
JOB NO.
c.oLLIt.15-1-1 I,i:8T:.I.... __OF 4 •