Specifications DELTA FIRE, INC * 14795 SW 72ND AVE. PORTLAND, OR 97224 * (503)620 -4020
HYDRAULIC DESIGN INFORMATION , 97 orso3a &6 44.,> Dd'- ,,°u
NAME PROVIDENCE HEALTH CARE CLINIC DATE 1 - 9 - 97
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 __
SPECIFIC RULING MADE BY DATE
T —
E
M AREA OF OPERATION 150' SYSTEM TYPE
DENSITY .10 X_ WET _ DRY _ DELUGE _ PREACTZON
E AREA PER SPRINKLEV 45 SPRINKLER TYPE
S MODEL G
I INSIDE HOSE MAKE RELIABLE
G OUTSIDE HOSE 100 SIZE 1/2 K- FACTOR 5.62
N -
IN RACK ALLOWANCE 0 TEMPERATURE RATING 165
CALCULATION GPM REQUIRED 290.14 PSI REQUIRED 71.74 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
SOURCE OF INFORMATION
C COMMODITY CLASS LOCATION
O STORAGE HEIGHT AREA AISLE WIDTH
M
MO METHOD: SOLID PILED % PALLETIZED RACK
D
T SINGLE ROW CONV PALLET AUTOMATIC STORAGE ENCAP'D
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
HORIZONTAL BARRIERS PROVIDED
L
'
". 1 m WATER FLOW TEST SUMMARY SHEET
y r Hydrant Outlet 1.0. Picot Press. Flow Residual
""'I No.
- Inches psi 9Pm psi Date: H3- Time: Ft--...1 Cont. No. q(4) �QZ
Ima P
Co > 1 Cont. Name: {� C�.,/I 1 01-1 ?F_ f .L.i 1I1C
OD - 2 Address: 7_3g �\.1 �r(>un l (1 - C - b1716 .1 f1 ) ) ��,� ��n N?.
73 1111111111 3 11,
m To Flow Static Press: li .lam psi' Flow 0 20 psi gpm ' no, - 120
115 105 I PIi i' 4.1
100 11 , 11 � , 11 . = 1 MIL
MIME
, i■�
- 85 Elrillnilli illimmirmimit
'a I , Scale: a .
I Nus
100 200 300 400 500 60 100 Slc 0 200 - 400 - 600 800 - 1000• -- 1.200•. 1400 160 f800 2
Scale C 400 B00 1200 1600 2000 2400 2800 3200 3600 4
Water Flow gpm
SUBMITTAL SERIAL NO:2224H -04 01 13-1997 PAGE 1
PROVIDENCE HEALTH CARE CLINIC
PROVIDENCE HEALTH CARE CLINIC
BUILDING 239 SEQUOIA PARKWAY
LEVEL 3
FLOW TEST RESULTS
STATIC 100.00 PSI
RESIDUAL AT 2186.0 GPM 96.00 PSI
PRESSURE AVAILABLE AT 290.1 GPM 99.90 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K- FACTOR PRESSURE
201 27.20 X17.5 5.62 23.43
202 24.23 17.50 5 .6 2 18.59
203 23.88 17.50 5.62 18.06
204 20.88 17.50 5.62 13.80
205 20.57 17.50 5.62 13.40
206 19.20 17.50 c 11.67
207 18.91 17.50 5.62 11.32
208 17.77 1 5.62 10.00
209 17.50 17.5 5.62 9.70
4/ 2
TOTAL WATER REQUIRED FOR SYSTEM 190.14 GPM
OUTSIDE HOSE STREAMS AT 0 100.00 GPM
TOTAL WATER REQUIREMENT 290.14 GPM
PRESSURE REQUIRED AT 0 80.57 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.007 PSI
MAXIMUM VELOCITY IN PIPES 17.61 FPS
Y
� ,
/6( (6 . 3g
SUBMITTAL SERIAL NO:2224H -04 01 -13 -1997 PAGE 2
PROVIDENCE HEALTH CARE CLINIC
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI /FT SUMMARY
LEN /FT PSI
207 209 1.049 L 14.00 0.1016 PT 9.70 (209)
Q 17.50 F =E F 2.00 PE 0.00
BN1 C120 T 16.00 PF 1.63
205 207DQ 18.91 1.380 L 14.00 0.1037 PT 11.33 (207)
Q 36.41 F =T F 6.00 PE 0.00
BN2 C120 T 20.00 PF 2.07
112 205DQ 20.57 1.380 L 10.67 0.2374 PT 13.40 (205)
Q 56.98 F =2T F 12.00 PE 0.00
BN3 C120 T 22.67 PF 5.38
PT 18.78 (112)
206 208 1.049 L 14.00 0.1045 PT 10.00 (208)
Q 17.77 F =E F 2.00 PE 0.00
BN1 C120 T 16.00 PF 1.67
204 206DQ 19.20 1.380 L 14.00 0.1066 PT 11.67 (206)
Q 36.97 F =T F 6.00 PE 0.00
BN2 C120 T 20.00 PF 2.13
111 204DQ 20.88 1.380 L 10.67 0.2441 PT 13.80 (204)
Q 57.84 F =2T F 12.00 PE 0.00
BN3 C120 T 22.67 PF 5.53
PT 19.33 (111)
112 203 1.380 L 3.16 0.0475 PT 18.06 (203)
Q 23.88 F =2T F 12.00 PE 0.00
BN3 C12Q T 15.16 PF 0.72
12 112DQ 56.98 1.380 L 0.91 0.4537 PT 18.78 (112)
Q 80.86 F =T F 6.00 PE 0.39
NR C120 T 6.91 PF 3.14
PT 22.31 ( 12)
111 202 1.380 L 3.16 0.0488 PT 18.59 (202)
Q 24.23 F =2T F 12.00 PE 0.00
BN3 C120 T 15.16 PF 0.74
11 111DQ 57.84 1.380 L 0.91 0.4664 PT 19.33 (111)
Q 82.08 F =T F 6.00 PE 0.39
NR C120 T 6.91 PF 3.22
PT 22.94 ( 11)
110 201 1.380 L 3.16 0.0605 PT 23.43 (201)
Q 27.20 F =2T F 12.00 PE 0.00
BN3 C120 T 15.16 PF 0.92
10 110 1.380 L 0.91 0.0605 PT 24.35 (110)
Q 27.20 F =T F 6.00 PE 0.39
NR C120 T 6.91 PF 0.42
6 .,r
•
SUBMITTAL NO:2224H -04 01 -13 -1997 PAGE 3
PROVIDENCE HEALTH CARE CLINIC
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI /FT SUMMARY
LEN /FT PSI
11 12 2.157 L 12.50 0.0515 PT 22.31 ( 12)
Q 80.86 F =0 F 0.00 PE 0.00
FM2 C120 T 12.50 PF 0.64
10 11DQ 82.08 2.157 L 11.75 0.1884 PT 22.95 ( 11)
Q 162.93 F =0 F 0.00 PE 0.00
FM2 C120 T 11.75 PF 2.21
5 10DQ 27.20 2.157 L 46.00 0.2507 PT 25.16 ( 10)
Q 190.14 F =T F 8.00 PE 0.00
FM2 C120 T 54.00 PF 13.54
4 5 2.635 L 141.75 0.0946 PT 38.70 ( 5)
Q 190.14 F =5E,T F 31.00 PE 11.51
FM1 C120 T 172.75 PF 16.34
3 4 2.635 L 9.67 0.0946 PT 66.55 ( 4)
Q 190.14 F =GV F 1.00 PE 4.19
FR C120 T 10.67 PF 1.01
2 3 6.280 L 50.00 0.0010 PT 71.75 ( 3)
Q 190.14 F =E,EE F 28.00 PE 1.30
UN C140 T 78.00 PF 0.08
1 2 6.280 L 10.00 0.0010 PT 73.13 ( 2)
Q 190.14 F =DDC F 7000.00 PE 0.00
UN C140 T 7010.00 PF 7.01
0 1 6.280 L 130.00 0.0010 PT 80.14 ( 1)
Q 190.14 F =T,2EE F 58.00 PE 0.00
UN C140 T 188.00 PF 0.19
PT 80.33 ( 0)
PRESSURE AVAILABLE AT NODE 0 AT 290.1 GPM 99.9 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.007 PSI
MAXIMUM VELOCITY IN PIPES 17.61 FPS