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('I —cr,r) 6,00 cc A) /lati/Z 6, . , Hydraulics Summary Sheet i . - FIRESTOP COMPANY Designer: RO GRELN r; 3203 NE 65TH STREET SPACE 2 Cala By: RD GRELIN' • VANCOUVER, WA. 98663 Date: 3/7/14 360-718-8604 . , 11 Project Information Hydraulics Information PACIFIC PARKWAY CENTER 6600 SW HAMPTON STREET Demand... Spr Req'd Pres: 53.70 PSI TIGARD, OR. 97224 I Spr Req'd Flow: 399.05 GPM MRA #1 WET SYSTEM Add'I Flows: 250.00 GPM Hose at Srce: 0.00 GPM Contract No: Building: ROOF PIPING , Total Flow: 649.05 GPM Total Pres: 53.94 PSI System ID: PACIFIC PARKWAY MRA .7. Static Elev: 0.00 Ft Ref. Drawing No: 1 OF 1 Supply... Construction: 0E3 Water Flow Test Occupancy: 8 Static: 106.00 PSI i Authority' CITY OF TIGARD , Residual: 74.00 PSI Qty Flowing: 2171.00 GPM — I --I Elevation: 0.00 Ft System Information Date: Time: - . By: . Hydraulics Design Criteria _ Pump Data 4 . System Type: WET Red: 0,0 PSI 0.0 GPM Density: .20 GPM/S(1Ft Boost Pres: (NA) PSI Remote Area: 1500 SqFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130MAX SqFt Discharge Flow (NA) GPM Design Standard: NFPA $13 (2010) I Combined Hazard: ORDINARY GROUP 2 Static: <NA) PSI Figure: 112311 Curve 0112 , Residual: (NA) PSI Qty Rowing: (NA) GPM Sprinklers / Nozzles Manufacturer: TYCO Available... Model: TY-8 P) 102.57 PSI@ 649.05 GPM Size: .50 1 F) 53.94 PSI@ 2823.60 GPM K—Factor: 5.6 Temp, Rating155F Margin... Pressure: 48.63 PSI . , . . . . Flow: 2174.55 GPM I Sigma Dynamics Corporation : 7700 Summary Sheet ; SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 1 PACIFIC PARKWAY MRA #1 .20/1500 0.H.2 ' FLOW TEST RESULTS Water Supply STATIC 106.00 PSI RESIDUAL 74.00 PSI @ 2171.00 GPM CITY PRESSURE AVAILABLE AT 649 . 0 GPM 102 . 57 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 31 31.19 25.60 5.60 31 . 01 32 31 .26 25.60 5.60 31 .16 33 31 .43 25.60 5.60 31 . 51 34 29.66 25.60 5.60 28.06 35 29.73 25.60 5.60 28.19 36 29. 09 25.60 5.60 26 .98 37 28.26 25.60 5.60 25 .47 38 28.33 25.60 5.60 25.59 39 27.65 25.60 5.60 24 .38 40 27 .27 25.60 5.60 23 .71 41 27.34 25 .60 5.60 23 .83 42 26. 57 25.60 5.60 22 .51 43 25.60 25.60 5.60 20. 90 44 25.66 25.60 5.60 21. 00 TOTAL WATER REQUIRED FOR SYSTEM 399.05 GPM OUTFLOWS AT 4 250 .00 GPM TOTAL WATER REQUIREMENT 649 . 05 GPM PRESSURE REQUIRED AT 0 53 . 94 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 00 PSI MAXIMUM VELOCITY FROM 16 TO 35 17 .50 FPS SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 2 PACIFIC PARKWAY MRA #1 .20/1500 0.H.2 , - - Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 40 43 1 . 049 L 9 . 70 C=120 PT 20.90 ( 43) Q 25 . 60 F-2E F 4 . 00 PE 0.00 BN7 T 13 . 70 0 .2055 PF 2 . 82 37 40DQ 27.27 1 . 380 L 8 . 50 C=120 PT 23 . 72 ( 40) Q 52 . 87 F=0 F 0 , 00 PE 0. 00 BN6 T 8 , 50 0 .2067 PF 1 . 76 34 37DQ 28 . 26 1 . 610 L 12 . 00 0=120 PT 25 .48 ( 37) Q 81 . 13 F=0 F 0. 00 PE 0 . 00 BN5 T 12 . 00 0 .2155 PF 2 . 59 15 34DQ 29 . 66 1 .610 L 1 . 70 C=120 PT 28. 07 ( 34) Q 110 . 79 F=0 F 0 . 00 PE 0. 00 BN4 T 1 . 70 0 . 3835 PF 0 .65 31 15 2 . 067 ' L 10 . 30 0=120 PT 28. 72 ( 15) Q 110 . 79 F=T F 10 . 00 PE 0 .00 EN2 T 20 , 30 0 . 1136 PF 2 .31 21 31DQ 31 . 19 2067, L 2 . 50 C=120 PT 31 , 03 ( 31) Q 141 . 98 F=T F 10 . 00 PE 0. 00 . BN1 T 12 . 50 0 . 1797 PF 2 .25 11 21 2 .469 L . 1 . 60 C=120 PT 33 .28 ( 21) Q 141 . 98 F=T 7 12 . 00 PE 0 . 69 NR1 T 13 .60 0 . 0756 PF 1 . 03 PT 35. 00 ( 11) 41 44 1 . 049 L 9. 70 C=120 PT 21 . 00 ( 44) Q 25 .66 F=2E F 4 . 00 PE 0. 00 BN7 T 13 . 70 0 .2064 PF 2 . 83 38 41DQ 27 .34 1 .380 L 8 , 50 0=120 PT 23 . 83 ( 41) Q 53 . 00 F=0 F 0. 00 PE 0 . 00 BN6 T 8 . 50 0 .2077 PF 1. 77 35 38DQ 28 . 33 1 , 610 L 12 . 00 C=120 PT 25 . 60 ( 38) Q 81 . 33 F=2 F C . 00 PE 0. 00 BN5 T 12 . 00 0 .2165 PF 2 .60 16 35DQ 29 . 73 1 .610 L 1 . 70 C=12C PT 28.20 ( 35) Q 111 . 06 F=0 F (LOU PE 0. 00 ..' BN4 ,r 1 . 70 0 .3852 PF 0.65 32 16 2 . 067 L 10 . 30 0=120 PT 28 .85 ( 16) Q 111 . 06 F=T F 10 . 00 PE 0 . 00 BN2 'T 20 . 30 0 . 1141 PF 2 . 32 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 3 PACIFIC PARKWAY MRA #1 .20/1500 O.H.2 Location Flow Pipe Fittings Equiv Friction Pressure - in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 22 32DQ 31.26 2.067 L 2 .50 C=120 PT 31.17 ( 32) Q 142 . 32 F=T F 10.00 PE 0.00 BN1 T 12 . 50 0.1805 PF 2 .26 12 22 3 .068 L 1 .60 C=120 PT 33 .43 ( 22) Q 142 .32 F=T F 15 .00 PE 0.69 NR1 T 16 .60 0 .0264 PF 0 .44 PT 34 .56 ( 12) 39 42 1.049 L 8.50 C=120 PT 22.51 ( 42) Q 26 . 57 F=0 F 0 .00 PE 0.00 BN6 T 8.50 0.2201 PF 1.87 36 39DQ 27 .65 1.380 L 12 . 00 C=120 PT 24 .38 ( 39) Q 54 .22 F=0 F 0. 00 PE 0.00 BN5 T 12 . 00 0.2166 PF 2 .60 33 36DQ 29. 09 1 .610 L 12 .00 C=120 PT 26 .98 ( 36) Q 83 . 31 F=T F 8 .00 PE 0.00 BN3 T 20.00 0.2263 PF 4 .53 23 33DQ 31.43 2 .067 L 2 . 50 C=120 PT 31 .51 ( 33) Q 114 .74 F=T F 10 . 00 PE 0 .00 BN1 T 12 .50 0 .1212 PF 1 .52 13 23 2 .469 L 1.60 C=120 PT 33 .03 ( 23) Q 114 .74 F=T F 12 .00 PE 0.69 NR1 T 13 .60 0 .0510 PF 0 .69 12 13 3 .260 L 10. 70 C=120 PT 34 .41 ( 13) Q 114 .74 F=0 F 0 . 00 PE 0 . 00 NC2 T 10 .70 O. U132 PF 0 . 14 14 12DQ 142 .32 3 .260 L 6 . 00 C=120 PT 34 .55 ( 12) Q 257. 07 F=0 F 0. 00 PE 0 .00 NC2 T 6 . 00 0 .0586 PF 0.35 11 14 4 .260 L 5 .00 C=120 PT 34 . 90 ( 14) Q 257 . 07 F=0 F 0 . 00 PE 0. 00 NC1 T 5. 00 0. 0159 PF 0 .08 9 11DQ 141 .98 4 .260 L 67 . 00 C=120 PT 34 .98 ( 11) Q 399. 05 F=4E F 27 .20 PE 0.43 FM5 T 94 .20 0 .0359 PF 3 .38 - - 8 9 5 .295 L 90. 00 C=120 PT 38 .79 ( 9) Q 399. 05 F=T, 2E F 38. 00 PE 0.43 FM4 T 128 . 00 0. 0125 PF 1.60 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 4 PACIFIC PARKWAY MRA #1 .20/1500 0.H.2 Location Flow Pipe Fittings Eguiv Friction Pressure in Size Sc . Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 7 8 6 .357 L 77. 00 C=120 PT 40.82 ( 8) Q 399 .05 F=3E F 30. 00 PE 1 .04 FM3 T 107. 00 0.0051 PF 0.55 6 7 4 .310 L 57.00 C=120 PT 42 .41 ( 7) Q 399.05 F=2E F 28. 00 PE 0. 00 FM2 T 85. 00 0 . 0339 PF 2. 88 5 6 4.310 L 8.50 C=120 PT 45.29 ( 6) Q 399. 05 F=BV F 17. 00 PE 3 .68 FR1 T 25.50 0.0339 PF 0.86 4 5 6 .270 L 132 .00 C=140 PT 49.83 ( 5) Q 399 . 05 F=3E,GV F 40 . 00 PE 0.00 UN4 T 172 .00 0. 0041 PF 0.71 3 4DQ 250 . 00 8.380 L 345. 00 C=140 PT 50.54 ( 4) Q 649 .05 F=EE,E F 29.30 PE 0.00 UN3 T 374 .30 0 . 0025 PF 0.94 2 3 7.981 L 10. 00 C=120 PT 51.48 ( 3) Q 649.05 F=DDC F 0 . 00 PE 0. 00 FM1 T 10 .00 0.0042 PF 0.04 8" AMES C300BFG 2 .30 COMMENT: INCLUDES FRICTION LOSS FOR 8 INCH DDCVA 1 2 8.380 L 20 . 00 C=140 PT 53 .82 ( 2) Q 649. 05 F=EE F 12 . 00 PE 0. 00 UN2 T 32 . 00 0 . 0025 PF 0. 08 0 1 12 . 920 L 60. 00 C=140 PT 53 .90 ( 1) Q 649 .05 F=88/0 F 88. 00 PE 0 .00 UN1 T 148. 00 0 .0003 PF 0 . 04 PT 53 .94 ( 0) PACIFIC PARKWAY MRA #1 Sigma Dynamics Corporation 7700 Supply/ Demand Graph 250 240 f ' 1 2304 : 4- E } {_ Margin ! i 220-- , Pressure 48.63 PSI I _� �- f — - ; i , I Flow 2174.56 GPM 2101 � — t -- - _. -- — 1 ' I ' E i 1801 1 ! - T_ 170 1_ __-r - - - -- t 160) ( I - - 150 rt- , a 1401- i, I 1 '_ 0 1301 Lli__1 _ -_ I �._ }._�_ _ __ - 1 120 ' r 110 i ; ._-� _. I I 100! __. }� __ _ �_._ _--_ __ _. a I i 80 i i LL - r - -r t F .: J - 1 .7.7!7"---4--...-...... --'- ; _ -t 60 _ Hose I I 550 -5—t -_ 4 40i , i.._ I — -, — — — m 1 1 Y 20i"; { 1- _ ..1 _ 1 10 J i1 N1.85I 0 1_I Lrt±___ _ _ 1 L 250 500 750 1000 1250 1500___ 1750_ 2000 2250 2500 Water Row(GPM) I System Demand.. Water Supply.. Sprinkler Demand 53.70 PSI @ 399.05 GPM Static 106.00 PSI Additional Flows 250.00 GPM Residual 74.00 PSI @ 2171.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 53.94 PSI @ 649.05 GPM Hydraulics Summary Sheet . i — FIRESTOP COMPANY Designer RD GREEN 3203 NE 65TH STREET SPACE 2 Cala By: RD GREEN VANCOUVER, WA. 98663 Date: 3/7/14 360-718-8604 Project Information li Hydraulics Information PACIFIC PARKWAY CENTER 6600 SW HAMPTON STREET ; Demand... Spr Req'd Pres: 61.50 PSI TIGARD, OR. 97224 , Spr Req'd Flow: 462.86 GPM , MRA #2 WET SYSTEM Addl Flows 250.00 GPM Hose at Srce: 0.00 GPM • Contract No: Total Flow: 712.86 GPM Building: ROOF PIPING Total Pres: 62.38 PSI System ID: PACIFIC PARKWAY MRA #2 Static Elev: 0.00 Ft Ref. Drawing No: 1 OF 1 1 Supply... Construction: US Water Flow Test _____ Occupancy: B Static: 106.00 PSI Residual: 74.00 PSI Authority: CITY OF TIGARO Qty Flowing: 2171.00 GPM ._.1 • 1 Elevation: 0.00 Ft - System Information Date: Time: By: Hydraulics Design Criteria_.• iPump Data • System Type* WET Rated: 0.0 PSI 0.0 GPM SprinklerCoverage: Discharge Flow: (NA) GPM Density:oteveAr ar geArea- . Boost Pres: (NA) PSI 1500 SciFt Discharge Pres: l NA) PSI Design Standard NFPA #13 (2010) Combined Hazard. ORDINARY GROUP 2 Static: (NA) PSI Figure: 112311 1301,1.617 sG:Mt/sclEt Curve: 0H2 Residual: (NA) PSI I , Qty Flowing: (NA) GPM Sprinklers I Nozzles 1 ' Manufacturer: TYCO 1 1 Available... Model: TY-B I ' P) 101.92 PSI@ 712.86 GPM Size. .50 F) 62.38 PSI@ 2566.40 GPM K-Factor 5.6 lemp Rating. 155F Margin... Pressure* 39.55 PSI . i Flow: 1853.54 GPM . Sigma Dynamics Corporation 1 . 7700 Summary Sheet ) 1 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 1 - PACIFIC PARKWAY MRA #2 .20/1500 0.H.2 FLOW TEST RESULTS . Water Supply STATIC 106.00 PSI RESIDUAL 74 . 00 PSI (§. 2171 .00 GPM . . CITY PRESSURE AVAILABLE AT 712 . 9 GPM 101 . 92 PSI • SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- 71 34 .56 17.40 5.60 38.09 72 29.17 17 .40 5.60 27 .13 73 27. 17 17.40 5.60 23 .54 74 34 .20 17 .40 5.60 37.29 75 27.09 17.40 5.60 23.40 76 25.23 17 .40 5.60 20. 30 77 34 . 05 17.40 5.60 36 .96 78 24 . 67 17.40 5 .60 19.41 79 22 . 99 17.40 5.60 16 . 85 80 22 . 89 17.40 5 .60 16 .71 81 21 . 33 17 .40 5 . 60 14.51 82 21 . 69 17.40 5 . 60 15.00 83 20 .22 17.40 5 . 60 13 .03 84 21. 02 17.40 5 .60 14 .09 - . 85 19. 61 17.40 5.60 12 . 26 . 86 20.70 17 .40 5.60 13 .67 . 87 19. 32 17.40 5. 60 11 .90 88 19. 55 17.40 5. 60 12 .19 89 17 .40 17.40 5 .60 9 .65 TOTAL WATER REQUIRED FOR SYSTEM 462 .86 GPM OUTFLOWS AT 4 250.00 GPM TOTAL WATER REQUIREMENT 712 . 86 GPM PRESSURE REQUIRED AT 0 62 . 38 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 00 PSI MAXIMUM VELOCITY FROM 19 TO 52 32 . 34 FPS . . SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 2 1 1 1 . PACIFIC PARKWAY MRA #2 .. . .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI . . 69 89 1. 049 L 2 .30 C=120 PT 9. 65 ( 89) Q 17.40 F=E F 2 . 00 PE 1 .00 SG1 T 4 .30 0 .1006 PF 0.43 47 69 1. 049 L 18. 10 C=120 PT 11 .08 ( 69) Q 17 .40 F=T, 2E F 9. 00 PE 0.00 BN2 T 27 . 10 0 . 1006 PF 2 .73 PT 13 . 81 ( 47) 68 88 1.049 L 2 .30 C=120 PT 12 .19 ( 88) Q 19 .55 F=E F 2 . 00 PE 1 . 00 SG1 T 4.30 0. 1248 PF 0.54 46 68 1. 049 L 8 .80 C=120 PT 13 .73 ( 68) Q 19.55 F=T,E F 7 . 00 PE 0. 00 BN2 T 15 .80 0 .1248 PF 1. 97 PT 15.70 ( 46) 67 87 1.049 L 2 .30 C=120 PT 11.90 ( 87) . Q 19 . 32 F=T F 5 . 00 PE 1. 00 SG1 T 7.30 0. 1221 PF 0. 89 . , . 47 67 1.536 L 1 . 00 C=120 PT 13 .79 ( 67) Q 19. 32 F=0 F 0.00 PE 0,00 BN1 T 1. 00 0.0191 PF 0.02 65 47DQ 17.40 1.536 L 5 .80 C=120 PT 13 . 81 ( 47) Q 36 . 72 F=0 F 0 . 00 PE 0 . 00 BN1 T 5 . 80 0. 0625 PF 0.36 PT 14 .17 ( 65) 66 86 1. 049 L 2 .30 C=120 PT 13 .67 ( 86) Q 20 . 70 F=t F 5. 00 PE 1. 00 SG1 T 7 .30 0 .1387 PF 1. 01 46 66 1. 536 L 1 . 00 C=120 PT 15 .68 ( 66) Q 20 . 70 F=0 F 0. 00 PE 0 .00 BN1 T 1 . 00 0. 0217 PF 0 .02 64 46DQ 19.55 1 . 536 L 5 . 80 C=120 PT 15. 70 ( 46) Q 40.26 F=0 F 0. 00 PE 0. 00 BN1 T 5 . 80 0. 0741 PF 0 .43 ..- PT 16 .13 ( 64) 65 85 1.049 L 2 . 30 C=120 PT 12 .26 ( 85) Q 19 .61 F=T F 5 . 00 PE 1 . 00 • SG1 T 7 . 30 0 . 1254 PF 0. 92 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 3 PACIFIC PARKWAY MRA #2 .. . .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI • 63 65DQ 36 . 72 1.536 L 6 . 00 C=120 PT 14 .18 ( 65) Q 56 .33 F=0 F 0 . 00 PE 0. 00 BN1 T 6 . 00 0 .1380 PF 0. 83 PT 15. 01 ( 63) 64 84 1.049 L 2 .30 C=120 PT 14 .09 ( 84) Q 21. 02 F=T F 5.00 PE 1.00 SG1 T 7 .30 0 .1427 PF 1 . 04 62 64DQ 40.26 1.536 L 6.00 C=120 PT 16.13 ( 64) Q 61 .28 F=0 F 0 . 00 PE 0 .00 BN1 T 6 . 00 0 .1612 PF 0 .97 PT 17. 10 ( 62) 63 83 1.049 L 2 .30 C=120 PT 13 .03 ( 83) Q 20.22 F=T F 5 . 00 PE 1. 00 SG1 T 7 .30 0 .1328 PF 0. 97 61 63D9111 56 .33 1.536 L 6.50 C=120 PT 15.00 ( 63) - Q 76. 54 F=0 F 0. 00 PE 0.00 BN1 T 6 . 50 0.2433 PF 1 .58 • PT 16 .58 ( 61) ' 62 82 1.049 L 2 .30 C=120 PT 15. 00 ( 82) Q 21.69 F=T F 5. 00 PE 1 . 00 SG1 T 7.30 0 .1511 PF 1 .10 60 62DQ 61 .28 1 .536 L 6 . 50 C=120 PT 17.10 ( 62) Q 82 . 96 F=0 F 0. 00 PE 0. 00 BN1 T 6 . 50 0.2824 PF 1. 84 PT 18 . 94 ( 60) 61 81 1.049 L 2 . 30 C=120 PT 14 . 51 ( 81) Q 21.33 F=T F 5 . 00 PE 1 . 00 SG1 T 7.30 0. 1466 PF 1 .07 59 61DQ 76 .54 1 . 536 L 6. 50 C=120 PT 16 .58 ( 61) Q 97 . 88 F=0 F 0. 00 PE 0 .00 BN1 T 6 .50 0 .3834 PF 2 .49 PT 19 . 07 ( 59) 60 80 1.049 L 2 .30 C=120 PT 16 . 71 ( 80) ..- Q 22 .89 F=T F 5.00 PE 1. 00 SG1 T 7.30 0 .1671 PF 1 .22 - - . 58 60DQ 82 .96 1.536 L 6 .50 C=120 PT 18 . 93 ( 60) Q 105 . 86 F=0 F 0. 00 PE 0. 00 BN1 T 6.50 0 .4433 PF 2 . 88 PT 21 . 81 ( 58) SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 4 PACIFIC PARKWAY MRA #2 .. • .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure . in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 59 79 1. 049 L 2 . 30 C=120 PT 16 .85 ( 79) Q 22 .99 F=T F 5. 00 PE 1. 00 SG1 T 7.30 0 .1683 PF 1 .23 56 59DQ 97.88 1.536 L 6 .50 C=120 PT 19. 08 ( 59) Q 120.86 F=0 F 0.00 PE 0.00 BN1 T 6 . 50 0 . 5665 PF 3 .68 PT 22 . 76 ( 56) 58 78 1.049 L 2 .30 C=120 PT 19 .41 ( 78) Q 24.67 F=T F 5.00 PE 1 . 00 SG1 T 7.30 0 .1919 PF 1.40 55 58DQ 105 . 86 1 .536 L 6 .50 C=120 PT 21 . 81 ( 58) Q 130 .53 F=0 F 0. 00 PE 0.00 BN1 T 6 .50 0 .6531 PF 4 .25 PT 26 . 06 ( 55) - 57 77 1. 049 L 2 .30 C=120 PT 36 .96 ( 77) Q 34 . 05 F=T F 5 . 00 PE 1.00 _ SG1 T 7 .30 0. 3482 PF 2 .54 • 54 57 1.536 L 6 .50 C=120 PT 40.50 ( 57) Q 34 . 05 F=0 F 0. 00 PE 0 . 00 BM T 6 . 50 0. 0544 PF 0.35 PT 40 .85 ( 54) 56 76 1.049 L 2 . 30 C=120 PT 20.30 ( 76) Q 25.23 F=T F 5 . 00 PE 1 . 00 SG1 T 7 . 30 0.2000 PF 1 .46 53 56DQ 120 . 86 1 .536 L 4 . 30 C=120 PT 22 . 76 ( 56) Q 146. 09 F=0 F 0 . 00 PE 0 . 00 BN1 T 4 . 30 0 .8045 PF 3 .46 PT 26 .22 ( 53) 55 75 1.049 L 2 . 30 C=120 PT 23 .40 ( 75) Q 27 . 09 F=T F 5 . 00 PE 1 . 00 SG1 T 7 .30 0.2281 PF 1.67 52 55DQ 130. 53 1.536 L 4 .30 C=120 PT 26 . 07 ( 55) ..' Q 157 .62 F=0 F 0. 00 PE 0 . 00 BN1 T 4 .30 0.9258 PF 3 .98 PT 30. 05 ( 52) 54 74 1 . 049 L 2 .30 C=120 PT 37 .29 ( 74) Q 34 .20 F=T F 5. 00 PE 1. 00 SG1 T 7. 30 0 .3511 PF 2 .56 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 5 PACIFIC PARKWAY MRA #2 .. . .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 51 54DQ 34 .05 1 . 536 L 4 .30 C=120 PT 40. 85 ( 54) Q 68 .24 F=0 F 0.00 PE 0. 00 BN1 T 4.30 0.1968 PF 0.85 PT 41.70 ( 51) 53 73 1. 049 L 2 .30 C=120 PT 23 . 54 ( 73) 4 27. 17 F=T F 5 .00 PE 1 . 00 SG1 T 7. 30 0 .2294 PF 1 .67 20 53130 146. 09 1.536 L 6.00 C=120 PT 26 .21 ( 53) Q 173 .27 F=T F 10. 00 PE 0.00 BN1 T 16.00 1 .1029 PF 17 .65 25 20 2 .469 L 8.80 C=120 PT 43 .86 ( 20) Q 173 .27 F=0 F 0. 00 PE 0.00 NC1 T 8.80 0 .1093 PF 0. 96 19 25 3 .068 L 4 .50 C=120 PT 44 . 82 ( 25) Q 173 .27 F=0 F 0. 00 PE 0. 00 NC1 T 4 .50 0 . 0380 PF 0.17 PT 44 .99 ( 19) . ------------------ • 52 72 1 . 049 L 2 .30 C=120 PT 27.13 ( 72) Q 29 . 17 F=T F 5. 00 PE 1.00 SG1 T 7.30 0.2616 PF 1 .91 19 52DQ 157. 62 1,536 L 1 .80 C=120 PT 30. 04 ( 52) Q 186 . 79 F=T F 10. 00 PE 0.00 BN1 T 11. 80 1 .2674 PF 14 .96 18 19DQ 173 .27 3 . 068 L 11 .30 C=120 PT 45. 00 ( 19) Q 360. 06 F=0 F 0. 00 PE 0 . 00 NC1 T 11 .30 0. 1469 PF 1 .66 PT 46 . 66 ( 18) 51 71 1 .049 L 2 .30 C=120 PT 38.09 ( 71) Q 34 .56 F=T F 5 . 00 PE 1 . 00 SG1 T 7 .30 0 .3580 PF 2 . 61 18 51DQ 68.24 1 .536 L 1. 80 C=120 PT 41 .70 ( 51) Q 102 . 80 F=T F 10. 00 PE 0. 00 5N1 T 11. 80 0 .4199 PF 4 .95 ..' . 17 18DQ 360 . 05 3 . 068 L 2 . 00 C=120 PT 46 .65 ( 18) Q 462 . 86 F=0 F 0. 00 PE 0. 00 NC1 T 2 .00 0 .2337 PF 0.47 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 6 PACIFIC PARKWAY MRA #2 .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI • 8 17 3 . 548 L 2 . 00 C=120 PT 47.12 ( 17) Q 462 .86 F=0 F 0. 00 PE 0 .00 NCI T 2 . 00 0. 1152 PF 0.23 7 8 6.357 L 77 . 00 C=120 PT 47.35 ( 8) Q 462 . 86 F=3E F 30.00 PE 1.04 FM3 T 107 . 00 0 .0067 PF 0. 72 6 7 4.310 L 57 . 00 C=120 PT 49.11 ( 7) Q 462 .86 F=2E F 28 . 00 PE 0. 00 FM2 T 85. 00 0 . 0447 PF 3 .80 5 6 4 .310 L 8.50 C=120 PT 52 .91 ( 6) Q 462 .86 F=BV F 17. 00 PE 3 .68 FR1 T 25.50 0. 0447 PF 1. 14 4 5 6 .270 L 132 . 00 C=140 PT 57 .73 ( 5) Q 462 .86 F=3E,GV F 40.00 PE 0.00 UN4 T 172 . 00 0. 0054 PF 0.93 3 4DQ 250 . 00 8 .380 L 345 . 00 C=140 PT 58 .66 ( 4) • Q 712 . 86 F=EE, E F 29. 30 PE 0.00 • UN3 T 374 .30 0. 0029 PF 1 . 09 2 3 7 .981 L 10 .00 C=120 PT 59.75 ( 3) Q 712 . 86 F=DDC F 0. 00 PE 0 . 00 FM1 T 10 . 00 0 . 0049 PF 0.05 8" AMES C300BFG 2 .43 COMMENT: INCLUDES FRICTION LOSS FOR 8 INCH DDCVA 1 2 8.380 L 20.00 C=140 PT 62 .22 ( 2) Q 712 .86 F=EE F 12 . 00 PE 0.00 UN2 T 32 . 00 0 .0029 PF 0. 09 0 1 12 .920 L 60. 00 C=140 PT 62 .31 ( 1) Q 712 .86 F=88/0 F 88 . 00 PE 0 . 00 UN1 T 148. 00 0 . 0004 PF 0. 06 PT 62 .37 ( 0) ••• . • , , . ,. , • . PACIFIC PARKWAY MRA #2 Sigma Dynamics Corporation 7700 Supply/Demand Graph . 250 240I [I I , • -- ... 1 ... 1 1 I , 230L- —:* i -4 , —I , Margin 22o _ I --',-- i - '., . i 4-- Pressure 39.55 PSI 1 , i Flow 1853.54 GPM 210- 1 -,-- . I ---+ 1- i 200-1 . - -I 190 I . 1130---L---t- • H ... 1--, , 1 _ 160 - - 1 , - -- , , -,-- , ' , _1_ i -4- 1 . — — ' 1, - ' '' --- , 7ji ' ' 100 - ' , ' - • - H 11 90 ' L4 ..,__ 1 , 80 — -- - . , • 70 L--- --1-- T - --, t- --, '---)........„ Hosee--1 • . i___ , 501 , 1 . - --t ,. 40 -. ... , -4 i .--- 1 Zi I . 30 -c• -f ,_ I i — ... -1' 1 ' • , 20 ' 1 1 1 1 (D) I , i -+- , . 10 ir -4,-[ l — .851 1 , 1.... , t.—j 250 500 750 1000 1250 1500 1750 2000 2250 2500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 61.50 PSI @ 462.86 GPM Static 106.00 PSI Additional Flows 250.00 GPM Residual 74.00 PSI @ 2171.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 62.38 PSI @ 712.86 GPM 1 Hydraulics Summary Sheet FIRESTOP COMPANY Designer: RD GREEN 3203 NE 65TH STREET SPACE 2 Cato By: RD GREEN VANCOUVER, WA. 98663 Date: 3/7/14 360-718-8604 • Project Information Hydraulics Information PACIFIC PARKWAY CENTER 6600 SW HAMPTON STREET E Demand... Spr Req'd Pres: 55.93 PSI TIGARD, OR. 97224 Spr Req'd Flow: 422.95 GPM MRA #3 WET SYSTEM Add'I Flows: 250.00 GPM Hose at Srce: 0.00 GPM Contract No Total Flow: 672.95 GPM Building: ROOF PIPING Total Pres: 56.41 PSI System ID: PACIFIC PARKWAY MRA #3 Static Elev: 0.00 Ft Ref. Drawing No: 1 OF 1 Supply... Construction: UB Water Flow Test Occupancy: S Static. 106.00 PSI Residual: 74.no PSI Authority: CITY OF TIGARD Oty Flowing: 2171.00 GPM Elevation: 0.00 Ft • System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: 0.0 PSI@ 0.0 GPM Density* .20 GPM/SaFt Boost Pres: (NA) PSI Remote Area. 1500 SaFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130MAX SciFt Discharge Flow. (NA) GPM Design Standard: NEPA #13 (2010) Combined Hazard: ORDINARY GROUP 2 —Static: (NA) PSI Figure: 112311 Curve: OH2 Residual: (NA) PSI Qty Flowing: (NA) GPM Sprinklers / Nozzles_ Manufacturer: TYCO Available... Model: TY-B P) 102.33 PSI@ 672.95 GPM Size: .50 F) 56.41 PSI@ 2750.42 GPM K—Factor: 5.6 Temp. Rating: 155F Margin... Pressure: 45.93 PSI Flow- 2077.47 GPM Sigma Dynamics Corporation . . 7700 Summary Sheet • SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 1 PACIFIC PARKWAY MRA #3 .20/1500 0.H.2 FLOW TEST RESULTS Water Supply STATIC 106.00 PSI RESIDUAL 74 .00 PSI ® 2171 . 00 GPM CITY PRESSURE AVAILABLE AT 672 .9 GPM 102 .33 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 301 31. 03 25.60 5.60 30 .71 302 29.92 25.60 5.60 28.55 303 30. 05 25.60 5.60 28.79 304 30. 00 25.60 5.60 28,71 305 28 .50 25.60 5.60 25.89 306 28 .66 25.60 5 .60 26 .19 307 29 .28 25.60 5.60 27 .34 308 27. 54 25.60 5 .60 24.18 309 27 .11 25.60 5.60 23 .44 310 27 .66 25.60 5.60 24 .39 311 26 .29 25.60 5.60 22 . 05 • 312 25 .60 25.60 5. 60 20 . 90 313 27.71 25.60 5. 60 24 .48 314 26 .91 25.60 5.60 23.10 • 315 26 .69 25.60 5. 60 22. 71 TOTAL WATER REQUIRED FOR SYSTEM 422 .95 GPM OUTFLOWS AT 4 250.00 GPM TOTAL WATER REQUIREMENT 672.95 GPM PRESSURE REQUIRED AT 0 56.41 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0. 00 PSI MAXIMUM VELOCITY FROM 98 TO 309 19 .57 FPS ' SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 2 . PACIFIC PARKWAY MRA #3 .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 309 312 1. 049 L 9. 00 C=120 PT 20.90 (312) Q 25 .60 F=2E F 4 .00 PE -0.13 BN1 T 13 . 00 0 .2055 PF 2 .67 98 309DQ 27.11 1. 049 L 0.50 C=120 PT 23 .44 (309) Q 52 .71 F=0 F 0. 00 PE 0.00 BN1 T 0 .50 0 .7816 PF 0. 39 306 98 1.380 L 11.50 C=120 PT 23 .83 ( 98) Q 52 .71 F=0 F 0. 00 PE 0.00 BN1 T 11 .50 0.2056 PF 2 .36 303 306DQ 28 .66 1.610 L 12 . 00 C=120 PT 26 .19 (306) Q 81.37 F=0 F 0.00 PE 0.00 BN1 T 12 .00 0.2167 PF 2 .60 196 3030Q 30.05 2 . 067 L 18. 30 C=120 PT 28 .79 (303) Q 111 .42 F=T F 10.00 PE 0. 00 BN1 T 28 .30 0.1148 PF 3 .25 96 196 2.469 L 1. 70 C=120 PT 32 .04 (196) .- Q 111 .42 F=T F 12 . 00 PE 0.74 • NR1 T 13 . 70 0 . 0483 PF 0.66 95 96 2 .469 L 10 .50 C=120 PT 33 .44 ( 96) Q 111 .42 F=0 F 0. 00 PE 0.00 NC1 T 10 .50 0.0483 PF 0.51 PT 33 .95 ( 95) 314 315 1.536 L 11 . 00 C=120 PT 22 . 71 (315) Q 26.69 F=0 F 0. 00 PE 0. 00 BN2 T 11 . 00 0 . 0346 PF 0.38 313 314DQ 26 . 91 1.536 L 11. 00 C=120 PT 23 . 09 (314) Q 53 .60 F=0 F 0 . 00 PE 0 . 00 BN2 T 11 . 00 0 . 1259 PF 1 .38 93 313DQ 27 . 71 1 . 536 L 49 .70 C=120 PT 24 .47 (313) Q 81 .31 F=T F 10. 00 PE 0. 00 BN2 T 59 .70 0 .2721 PF 16.24 PT 40.71 ( 93) . ., 308 311 1.049 L 6 . 50 C=120 PT 22 . 05 (311) Q 26 .29 F=2E F 4 . 00 PE -0. 13 BN1 T 10.50 0 .2159 PF 2 .27 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 3 PACIFIC PARKWAY MRA #3 .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 305 308DQ 27.54 1.380 L 8 . 00 C=120 PT 24. 19 (308) Q 53 .83 F=0 F 0.00 PE 0.00 BN1 T 8. 00 0 ,2137 PF 1. 71 302 305DQ 28. 50 1.610 L 12 . 00 C=120 PT 25. 90 (305) Q 82 .33 F=0 F 0. 00 PE 0. 00 BN1 T 12 . 00 0 .2214 PF 2 .66 195 302DQ 29.92 2 .067 L 24 .30 C=120 PT 28.56 (302) Q 112 .25 F=T F 10. 00 PE 0.00 BN1 T 34 .30 0.1164 PF 3 .99 95 195 2.469 L 1 .70 C=120 PT 32 .55 (195) Q 112 .25 F=T F 12. 00 PE 0. 74 NR1 T 13 . 70 0.0490 PF 0.67 94 95DQ 111 .42 2 .469 L 10.50 C=120 PT 33.96 ( 95) Q 223 .67 F=0 F 0. 00 PE 0. 00 NC1 T 10. 50 0 .1753 PF 1.84 PT 35.80 ( 94) . _ 307 310 1.049 L 9.00 C=120 PT 24 .39 (310) Q 27.66 F=2E F 4 00 PE -0. 13 BN1 T 13 .00 0 .2370 PF 3 . 08 304 307DQ 29.28 1 .610 L 12 .20 C=120 PT 27.34 (307) Q 56. 94 F=0 F 0. 00 PE 0 .00 BN1 T 12 .20 0. 1119 PF 1. 37 97 304DQ 30. 00 1.610 L 5 . 30 C=120 PT 28. 71 (304) Q 86. 94 F=0 F 0.00 PE 0 , 00 BN1 T 6.30 0 .2449 PF 1 .54 301 97 2 . 067 L 6.30 C=120 PT 30,25 ( 97) Q 86 . 94 F=0 F 0, 00 PE 0 . 00 BN1 T 6.30 0 .0725 PF 0 .46 194 301DQ 31. 03 2 . 067 L 18. 30 C=120 PT 30.71 (301) Q 117 . 97 F=T F 10. 00 PE 0.00 BN1 T 28 .30 0 . 1276 PF 3 .61 94 194 2 .469 L 1 .70 C=120 PT 34 .32 (194) Q 117. 97 F=T F 12 . 00 PE 0 .74 . .,. NR1 T 13 . 70 0. 0537 PF 0 .74 PT 35 . 80 ( 94) . .' 92 93 2 .635 L 125. 00 C=120 PT 40. 72 ( 93) Q 81 .31 F=2T, 4E F 38 , 80 PE -1 .47 FM9 T 163 . 80 0 .0196 PF 3 .21 SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 4 • PACIFIC PARKWAY MRA #3 • .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI . . 9 92 4 .260 L 18.00 C=120 PT 42 .46 ( 92) Q 81.31 F=4E F 27.20 PE 0 . 12 FM5 T 45.20 0 .0019 PF 0 . 09 8 9 5.295 L 90.00 C=120 PT 42 . 67 ( 9) Q 81.31 F=T, 2E F 38 .00 PE 0 .43 FM4 T 128.00 0. 0007 PF 0 .09 7 8 6.357 L 77.00 C=120 PT 43 . 19 ( 8) Q 81.31 F=3E F 30.00 PE 1 . 04 FM3 T 107.00 0 . 0003 PF 0 . 03 PT 44 .26 ( 7) 99 94 3 . 068 L 20.50 C=120 PT 35. 79 ( 94) Q 341.64 F=0 F 0.00 PE 0 . 00 FM8 T 20.50 0.1333 PF 2 . 73 91 99 5. 047 L 7 .50 C=120 PT 38 .52 ( 99) Q 341.64 F=T F 25. 00 PE 0 .00 FM7 T 32 . 50 0 .0118 PF 0 .38 7 91 4 .260 L 93 . 00 C=120 PT 38 .90 ( 91) ' . : Q 341.64 F=T, 3E F 36 .40 PE 1 .86 FM6 T 129 .40 0. 0269 PF 3 .48 6 7DQ 81 .31 4 .310 L 57 .00 C=120 PT 44.24 ( 7) Q 422 .95 F=2E F 28 .00 PE 0.00 FM2 T 85 .00 0. 0378 PF 3.21 5 6 4 .310 L 8 . 50 C=120 PT 47.45 ( 6) Q 422 . 95 F=BV F 17 .00 PE 3 . 68 FR1 T 25 .50 0 . 0378 PF 0. 96 4 5 6.270 L 132 . 00 C=140 PT 52 . 09 ( 5) Q 422 . 95 F=3E,GV F 40. 00 PE 0.00 UN4 T 172 . 00 0 . 0046 PF 0.79 3 4DQ 250. 00 8.380 L 345. 00 C=140 PT 52 .88 ( 4) Q 672 . 95 F=EE,E F 29. 30 PE 0. 00 UN3 T 374 . 30 0. 0026 PF 0. 97 2 3 7.981 L 10. 00 C=120 PT 53 .85 ( 3) • Q 672 . 95 F=DDC F 0. 00 PE 0. 00 FM1 T 10 . 00 0 . 0044 PF 0 . 04 8" AMES C300BFG 2 .35 • COMMENT: INCLUDES FRICTION LOSS FOR 8 INCH DDCVA SUBMITTAL SERIAL NO:4126HY1 03-07-2014 PAGE 5 • PACIFIC PARKWAY MRA #3 • .20/1500 0.H.2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI • • 1 2 8.380 L 20 . 00 C=140 PT 56 .23 ( 2) Q 672 .95 F=EE F 12 . 00 PE 0 . 00 UN2 T 32 . 00 0.0026 PF 0. 08 0 1 12 .920 L 60 . 00 C=140 PT 56.31 ( 1) Q 672 .95 F=88/0 F 88 . 00 PE 0. 00 UN1 T 148 . 00 0 .0003 PF 0 . 04 PT 56 .35 ( 0) , . • ' . • . .. . . . , .. . a. • i .. PACIFIC PARKWAY MRA #3 Sigma Dynamics Corporation 7700 Supply i Demand Graph 250,- , f ' i 3 r .. [ I I 1 ' f i 240-- 3 1! - -!-- t- _ f- +-- , 230- H i , r [ Margin ' - -t. , , -3; "1—''''' i Pressure 45.93 PSI 220 Flow 2077_47 GPM i , 210. .'--- I 1-- -,..- -- 200, 1 1 i istok-i- 1 , 1 - 1 — --1 7 , 1 160 H4- 1 -, 1 ---' 1 1 I 1 150,1- -4 . r ' (7) 1403 I - ' 130. , -- ' • - 1 120- • — --1 3 i -- ri- 1 i 1 I , I - i I 803 3 -- ! 3 • - • 3 „ _ -,..--, ........„ ' i _ 3 "I-- „ ! • !41! 3 40-d-- - - I 1 . I F , --- —A' , I e : 9 D , ; - I ; 11- . i !20 104,2- 1- ! ---3- -+ 1 4- 3 f t-- 1 , 3 3_ I Niii] O ' I • -- ' 250 500 750 1000 1250 1500 1750- 2000 2250 2500 Water Flow(GPM} System Demand.. Water Supply.. Sprinkler Demand 55.93 PSI @ 422.95 GPM Static 106.00 PSI Additional Flows 250.00 GPM Residual 74.00 PSI @ 2171.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 56.41 PSI @ 672.95 GPM