Specifications ,. Co(pit0 s ti✓ Red, acL '30) . B U r° 9 g- ccNI 3 3
DELTA FIRE, INC * 14795 SW 72ND AVE. PORTLAND, OR 97224 * (503)620 -4020
HYDRAULIC DESIGN INFORMATION
NAME PROVIDENCE HEALTH CARE CLINIC - L3 T.T.- P.T.Clinic DATE 2 -12 -98
LOCATION BUILDING 239 SEQUOIA PARKAY
CONTRACTOR ANDERSON CONST. SYSTEM NO. 1 OF 1
CALCULATED BY BRIAN OLSON CONTRACT NO.96 - 802
CONSTRUCTION: COMBUSTIBLE X NON - COMBUSTIBLE CEILING HT. 8' - 8
OCCUPANCY LIGHT HAZARD DRAWING NO. 4 OF 4
X NFPA 13 X LT. HAZ. ORD. HAZ. GRP. __ 1 __ 2 __ 3 __ EX.HAZ
S NFPA 231 NFPA 231C FIGURE CURVE
Y — —
S SPECIFIC RULING MADE BY DATE
T —
E
M AREA OF OPERATION 1500 SYSTEM TYPE
DENSITY .10 X_ WET __ DRY __ DELUGE __ PRERATION
D AREA PER SPRINKLER 225 SPRINKLER TYPE
E
S INSIDE HOSE 0 MAKE RELIABLE MODEL Fl
I
G OUTSIDE HOSE 100 SIZE 1/2 K- FACTOR 5.62
N -
IN RACK ALLOWANCE 0 TEMPERATURE RATING 155
CALCULATION GPM REQUIRED 94.35 PSI REQUIRED 284.21 AT BASE OF RISER
SUMMARY 'C' FACTOR USED OVERHEAD 120 UNDERGROUND 140
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
W DATE RATED CAPACITY CAPACITY
A
T STATIC PSI 100 AT PSI ELEVATION
E
R RESIDUAL PSI 96 ELEVATION
S GPM FLOWING 2186
P • ELEVATION 0 .
P
L LOCATION Sequoia
Y
SOURCE OF INFORMATION
C COMMODITY CLASS LOCATION
O STORAGE HEIGHT AREA AISLE - WIDTH
—
M
M METHOD: SOLID PILED % PALLETIZED % RACK %
O
D
I SINGLE ROW CONV PALLET AUTOMATIC STORAGE ENCAP'D
T
Y DOUBLE ROW SLAVE PALLET SOLID SHELVING NON ENCAP'D
S MULTIPLE OPEN
T
O FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING
R
T LONGITUDINAL TRANSVERSE FT IN
A G
E HORIZONTAL. BARRIERS PROVIDED
f m WATER FLOW TEST SUMMARY SHEET
J 1"' ' Hydrant Outlet I.D. Picot Press. Flow Residual ate: D �_ _
•-� No. inches! psi gpm psi ( "� �- Time: \ Cont. No.
CD Cont Name: 1"f� \tl_l�,i - R4I\\/ �lt Y -\l" 1.-k 6"..)4 ( -.LI I. C
cio � 1 I. -
cn 'TI 2 _ Address: F1-�% l HL -TCp - C L1 r_I%C_ IMMO
/7) 3
Total Flow Static Press: psil Flow @ 2 0 psi gpm '
n
1 120 15
110 -
l os .S r 67.1 L 1 Cx i,:i A
loo � ��_ I �E Sli ,,, L y , ,, ,.> z\ - h .
___ 95 EIVAIN .0
8s I'IIRI�I! Ir. 1► 1T _ -
8o maim q , \Q 7 n. ". • t, •
.a 75 Illp 70 ‘a
- 65 d _2)Z; 1 ca. 7rP ! \ (' -
a 60
55 ..
50 -
45
40- ii
3 '
30 11111 '
25, - . ' .. .
20 Scale:l G
'S DELTL ' .
I° ;111111111 - _ FIRE INC.
N _ 0 5 I N N " l l l Hit 1 1 1 1 l I l l .111111111 111111111 N
.1a .. .. ., :::
Scale 9
.00 100 `0G 4^0 t n nn i Inn lann 1 A'nn ' 000 2eee
Scale C 400 800 1200 1600 2000 2900 2800 3200 3600 4000
Water Flow gpm
SUBMITTAL SERIAL NO:2224H -04 02 -12 -1998 PAGE 1
Prov. Health Care Clinic - T.I.(Physical Therapy Clinic)
PROVIDENCE HEALTH CARE CLINIC
BUILDING 239 SEQUOIA PARKWAY
Level 3
T.I. Calc. - Physical Therapy Clinic
FLOW TEST RESULTS
STATIC 100.00 PSI
RESIDUAL AT 2186.0 GPM 96.00 PSI
PRESSURE AVAILABLE AT 384.2 GPM 99.84 PSI
SUMMARY OF SPRINKLER OUTFLOWS
;
ACTUAL MINIMUM
SPR FLOW FLOW K- FACTOR PRESSURE
302 27.98 14.87 5.62 24.79
303 20.79 14.87 5.62 13.69
304 16.69 14.87 5.62 8.82
305 15.87 14.87 5.62 7.98
306 15.35 14.87 5.62 7.46
307 14.87 14.87 5.62 7.001F-1.-
308 21.80 14.87 5.62 15.05
309 22.35 14.87 5.62 15.81
310 18.70 14.87 5.62 11.07
•
311 20.36 14.87 5.62 13.12
312 17.78 14.87 • 5.62 10.01
313 19.98 14.87 5.62 12.64
314 16.21 14.87 5.62 8.32
•
315 16.52 14.87 5.62 8.64
316 18.95 14.87 5.62 11.37
TOTAL WATER REQUIRED FOR SYSTEM 284.21 GPM
OUTSIDE HOSE STREAMS AT 0 100.00 GPM
TOTAL WATER REQUIREMENT 384.21 GPM
PRESSURE REQUIRED AT 0 98.11 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.069 PSI
MAXIMUM VELOCITY IN PIPES 23.41 FPS
SUBMITTAL SERIAL NO:2224H -04 02 -12 -1998 PAGE 2
Prov. Health Care Clinic - T.I.(Physical Therapy Clinic)
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE •
GPM IN PIPE PSI /FT SUMMARY
LEN /FT PSI
207 307 1.049 L 5.00 0.0752 PT 7.00 (307)
Q 14.87 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.05
206 207 1.049 L 7.00 0.0752 PT 6.97 (207)
Q 14.87 F =0 F 0.00 PE 0.00
BN1 C120 T 7.00 PF 0.53
PT 7.50 (206)
21 316 1.049 L 5.00 0.1178 PT 11.37 (316)
Q `18.95 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.65
213 216 1.049 L 9.00 0.1178 PT 11.94 (216)
Q 18.95 F =0 F 0.00 PE 0.00
BN1 C120 T 9.00 •PF 1.06
PT 13.00 (213)
215 315 1.049 L 5.00 0.0914 PT 8.64 (315)
Q 16.52 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.28
51 215 1.049 L 3.00 0.0914 PT 8.84 (215)
Q 16.52 F =T F 5.00 PE 0.00
BN1 C120 T 8.00 PF 0.73
PT 9.57 ( 51)
214 314 1.049 L 5.00 0.0882 PT 8.32 (314)
Q 16.21 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.23
51 214 1.049 L 7.50 0.0882 PT 8.47 (214)
Q 16.21 F =T F 5.00 PE 0.00
BN1 C120 T 12.50 PF 1.10
212 51DQ 16.52 1.380 L 6.00 0.0851 PT 9.57 ( 51)
Q 32.73 F =0 F 0.00 PE 0.00
BN2 C120 T 6.00 PF 0.51
PT 10.08 (212)
213 313 1.049 L 5.00 0.1299 PT 12.64 (313)
Q 19.98 F =3E F 6.00 PE -1.08
AO C120 T 11.00 PF 1.43
211 213DQ 18.95 1.380 L 8.00 0.1173 PT 12.99 (213)
Q 38.93 F =0 F 0.00 PE 0.00
BN3 C120 T 8.00 PF 0.94
PT 13.93 (211)
212 312 1.049 L 5.00 0.1047 PT 10.01 (312)
Q 17.78 F =3E F 6.00 PE -1.08
•
•
AO C120 T 11.00 PF 1.15
A'a1
SUBMITTAL SERIAL NO:2224H -04 02 -12 -1998 PAGE 3
Prov. Health Care Clinic - T.I.(Physical Therapy Clinic)
FROM TO, FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI /FT SUMMARY
LEN /FT PSI
210 212DQ 32.73 1.380 L 8.00 0.1900 PT 10.08 (212)
Q 50.51 F =0 F 0.00 PE 0.00
BN3 C120 T 8.00 PF 1.52
PT 11.60 (210)
211 311 1.049 L 5.00 0.1345 PT 13.12 (311)
Q 20.36 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.88
209 211DQ 38.93 1.380 L 12.00 0.2555 PT 13.92 (211)
Q 59.29 F =0 F 0.00 PE 0.00
BN4 C120 T 12.00 PF 3.07
1 PT 16.99 (209)
210 310 1.049 L 5.00 0.1149 PT 11.07 (310)
Q 18.70 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.61
208 210DQ 50.51 1.380 L 12.00 0.3402 PT 11.60 (210)
Q 69.21 F =0 F 0.00 PE 0.00
BN4 C120 T 12.00 PF 4.08
PT 15.68 (208)
209 309 1.049 L 5.00 0.1598 PT 15.81 (309)
Q 22.35 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 2.24
113 209DQ 59.29 1.380 L 8.00 0.4617 PT 16.97 (209)
Q 81.63 F =T F 6.00 PE 0.00
BN5 C120 T 14.00 PF 6.46
13 113 1.610 L 0.91 0.2180 PT 23.43 (113)
Q 81.63 F =T F 8.00 PE 0.39
NR C120 T 8.91 PF 1.94
PT 25.76 ( 13)
208 308 1.049 L 5.00 0.1527 PT 15.05 (308)
Q 21.80 F =3E F 6.00 PE -1.08
AO C120 T 11.00 PF 1.68
112 208DQ 69.21 1.380 L 8.00 0.5647 PT 15.65 (208)
Q 91.d1 F =T F 6.00 PE 0.00
BN5 C120 T 14.00 PF 7.91
12 112 1.610 L 0.91 0.2665 PT 23.56 (112)
Q 91.01 F =T F 8.00 PE 0.39
NR C120 T 8.91 PF 2.37
PT 26.32 ( 12)
206 306 1.049 L 5.00 0.0798 PT 7.46 (306)
Q 15.35 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.12
SUBMITTAL SERIAL NO:2224H -04 02 -12 -1998 PAGE 4
Prov. Health Care Clinic - T.I.(Physical Therapy Clinic)
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI /FT SUMMARY
LEN /FT PSI
205 206DQ 14.87 1.380 L 8.00 0.0735 PT 7.50 (206)
Q 30.22 F =0 F 0.00 PE 0.00
BN1 C120 T 8.00 PF 0.59
PT 8.09 (205)
205 305 1.049 L 5.00 0.0 PT 7.98 (305)
Q 15.87 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.19
204 205DQ 30.22 1.380 L . 6.00 0.1604 PT 8.09 (205)
Q 46.10 F =0 F 0.00 • PE 0.00
BN2 C120 T 6.00. PF 0.96
\ PT 9.05 (204)
204 304 1.049 L 5.00 0.0931 PT 8.82 (304)
Q 16.69 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.30
203 204DQ 46.10 1.380 L 13.50 0.2842 PT 9.04 (204)
Q 62.79 F =2E F 6.00 PE 0.00
BN3 C120 T 19.50 PF 5.54
PT 14.58 (203)
203 303 1.049 L 5.00 0.1398 PT 13.69 (303)
Q 20.79 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 1.96
111 203DQ 62.79 1.380 L 11.75 0.4823 PT 14.57 (203)
Q 83.58 F =T,2E F 12.00 PE 0.00
BN4 C120 T 23.75 PF 11.45
11 111 1.610 L 0.91 0.2277 PT 26.02 (111)
Q ' 83.58 F =T F 8.00 PE 0.39
NR C120 T 8.91 PF 2.03
PT 28.44 ( 11)
202 302 1.049 L 5.00 0.2423 PT 24.79 (302)
Q 27.98 F =T /2E F 9.00 PE -1.08
AO C120 T 14.00 PF 3.39
201 202 xe. 1.049 L 10.00 0.2423 PT 27.10 (202)
Q 27.98 F =0 F 0.00 PE 0.00
BN1 C120 T 10.00 PF 2.42
110 201 1.380 L 30.25 0.0637 PT 29.52 (201)
Q 27.98 F =T F 6.00 PE 0.00
BN2 C120 T 36.25 PF 2.31
10 110 1.610 L 0.91 0.0301 PT. 31.83 (110)
Q 27.98 F =T F 8.00 PE 0.39
NR C120 T 8.91 PF 0.27
PT 32.49 ( 10)
SUBMITTAL SERIAL NO:2224H -04 02 -12 -1998 PAGE 5
Prov. Health Care Clinic - T.I.(Physical Therapy Clinic)
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI /FT SUMMARY
LEN /FT PSI
12 13 2.227 L 12.50 0.0449 PT 25.80 ( 13)
Q 81.63 F =0 F 0.00 PE 0.00
FM2 C120 T 12.50 PF 0.56
11 12DQ 91.01 2.227 L 11.75 0.1795 PT 26.36 ( 12)
Q 172.65 F =0 F 0.00 PE 0.00
FM2 C120 T 11.75 PF 2.11
10 11DQ 83.58 2.227 L 11.00 0.3726 PT 28.47 ( 11)
Q 256.23 F =0 F 0.00 • PE 0.00
FM2 C120 T 11.00 PF 4.10
5 10DQ 27.98 2.227 L 34.83 0.4513 PT 32.57 ( 10)
Q 284.21 F =T F 8.00 PE 0.00
FM2 C120 T 42.83 PF 19.33
4 5 2.731 L 135.25 0.1671 PT 51.90 ( 5)
Q 284.21 F =5E,T F 31.00 PE 8.70
FM1 C120 T 166.25 PF 27.78
3 4 2.731 L 9.67 0.1671 PT 88.38 ( 4)
Q 284.21 F =GV F 1.00 PE 4.19
FR C120 T 10.67 PF 1.78
2 3 6.280 L 50.00 0.0022 PT 94.35 ( 3)
Q 284.21 F =E,EE F 28.00 PE 0.00
UN C140 T 78.00 PF 0.17
1 2 6.280 L 10.00 0.0022 PT 94.52 ( 2)
Q 284.21 F =DDC F 1450.00 PE 0.00
UN C140 T 1460.00 PF 3.21
0 1 6.280 L 130.00 0.0022 PT 97.73 ( 1)
Q 284.21 F =T,2EE F 58.00 PE 0.00
UN C140 T 188.00 PF 0.41
PT 98.14 ( 0)
PRESSURE AVAILABLE AT NODE 0 AT 384.2 GPM 99.8 PSI
MAXIMUM PRESSURE,;UNBALANCE IN LOOPS 0.069 PSI
MAXIMUM VELOCITY IN PIPES 23.41 FPS
i