Loading...
Report (3) SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 1 ST. ANTHONY COMMUNITY CENTER DELUGE SYSTEM WATER CURTAIN 6 OPEN SPRINKLERS @ 15 GPM EACH FLOW TEST RESULTS Water Supply STATIC 98 . 00 PSI RESIDUAL 84 . 00 PSI @ 1540. 00 GPM CITY PRESSURE AVAILABLE AT 690 .3 GPM 94 . 83 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 201 15 .27 15. 00 5. 60 7 .44 202 15 .13 15 . 00 5 . 60 7 .30 203 15 . 05 15 . 00 5 . 60 7 .22 204 15 . 01 15 . 00 5 .60 7 . 19 205 15 . 00 15 . 00 5 .60 7 . 17 206 15 . 84 15 . 00 5 .60 8 . 00 TOTAL WATER REQUIRED FOR SYSTEM 91 .30 GPM OUTFLOWS AT 3 200 . 00 GPM OUTFLOWS AT 5 399 . 00 GPM TOTAL WATER REQUIREMENT 690 . 30 GPM PRESSURE REQUIRED AT 0 38 . 72 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0. 00 PSI MAXIMUM VELOCITY FROM 72 TO 73 8 . 73 FPS SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 2 ST. ANTHONY COMMUNITY CENTER DELUGE SYSTEM WATER CURTAIN . 6 OPEN SPRINKLERS @ 15 GPM EACH Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 204 205 2 .203 L 5 . 00 C=120 PT 7 . 17 (205) Q 15 . 00 F=0 F 0 . 00 PE 0 . 00 BN2 T 5. 00 0 . 0021 PF 0 . 01 203 204DQ 15 . 01 2 .203 L 5 . 00 C=120 PT 7 . 18 (204) Q 30 . 01 F=0 F 0 . 00 PE 0 . 00 BN2 T 5 . 00 0 . 0074 PF 0 . 04 202 203DQ 15 . 05 2 .203 L 5 . 00 C=120 PT 7 .22 (203) Q 45 . 06 F=0 F 0 . 00 PE 0. 00 BN2 T 5 . 00 0. 0158 PF 0. 08 201 202DQ 15 . 13 2 .203 L 5 . 00 C=120 PT 7 .30 (202) Q 60 . 19 F=0 F 0 . 00 PE 0 . 00 BN2 T 5 . 00 0 . 0269 PF 0 . 13 75 201DQ 15 .27 2 .203 L 0 . 80 C=120 PT 7.43 (201) Q 75 .47 F=T F 14 . 00 PE 0 . 00 BN1 T 14 . 80 0 . 0409 PF 0 .61 PT 8 . 04 ( 75) 75 206 2 .203 L 4 .30 C=120 PT 8 . 00 (206) Q 15 . 84 F=T F 14 . 00 PE 0 . 00 BN3 T 18 .30 0 . 0023 PF 0 . 04 74 75DQ 75 .47 2 .203 L 4 . 00 C=120 PT 8 . 04 ( 75) Q 91 .30 F=T F 14 . 00 PE 1. 73 NR1 T 18 . 00 0 . 0582 PF 1 . 05 73 74 2 .203 L 203 . 50 C=120 PT 10 . 82 ( 74) Q 91.30 F=6E F 42 . 00 PE 2 . 82 FM2 T 245 .50 0 . 0582 PF 14 .29 72 73 2 . 067 L 20 . 00 C=120 PT 27 . 93 ( 73) Q 91 . 30 F=E,BV F 11 . 00 PE 1 . 69 FR2 T 31 . 00 0 . 0794 PF 2 .46 COMMENT: INCLUDES EQUIV LEN FOR-2 INCH DELUGE VALVE 71 72 4 . 026 L 1 . 50 C=120 PT 32 . 08 ( 72) Q 91 . 30 F=T F 20 . 00 PE 0 . 00 FM1 T 21 . 50 0 . 0031 PF 0 . 07 1 5 71 4 . 310 L 4 .30 C=120 PT 32 . 15 ( 71) 1 Q 91 . 30 F=BV F 17 . 00 PE 1 .45 FR1 T 21 . 30 0 . 0022 PF 0 . 05 I SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 3 ST. ANTHONY COMMUNITY CENTER DELUGE SYSTEM WATER CURTAIN 6 OPEN SPRINKLERS @ 15 GPM EACH Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 4 5DQ 399 . 00 6 .270 L 12 . 00 C=140 PT 33 .65 ( 5) Q 490 . 30 F=E F 12 . 00 PE 0 . 00 UN4 T 24 . 00 0 . 0060 PF 0 . 14 3 4 5. 850 L 6 . 00 C=150 PT 33 . 79 ( 4) Q 490 .30 F=EE F 10 .60 PE 0 . 00 UN3 T 16 . 60 0 . 0074 PF 0. 12 2 3DQ 200 . 00 5 . 850 L 60 . 00 C=150 PT 33 . 91 ( 3) Q 690 .30 F=2EE F 21 .20 PE 0 . 00 UN2 T 81 .20 0 . 0140 PF 1 . 14 1 2 6 . 065 L 6 . 00 C=120 PT 35 . 05 ( 2) Q 690 .30 F=DDC F 0 . 00 PE 0 . 00 FM1 T 6 . 00 0 . 0177 PF 0 . 11 6" AMES COLT SERIES C300 DCDA 3 . 00 COMMENT: INCLUDES FRICTION LOSS FOR 6 INCH DDCVA 0 1 6 .270 L 6 . 00 C=140 PT 38 . 16 ( 1) Q 690 . 30 F=T,GV F 44 . 00 PE 0 . 00 UN1 T 50 . 00 0 . 0113 PF 0 . 57 PT 38 . 73 ( 0) ST. ANTHONY COMMUNITY CENTER • Sigma Dynamics Corporation' 7700 Supply/ Demand Graph 125 120 - 115 Margin 110 Pressure 56.10 PSI Flow 2666.83 GPM 105 100 • 95 0 90 85 80 �SJ� 75 - 70 a a, 65 2 60 0.. 55 50 45 40 ---Horeb O 35 30 25„ - - 2G�e 1, 1r 5 N 1.85 o200 400 600 800 1000 1200 1400 1600 1800 2000 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 37.37 PSI @ 91.30 GPM Static 98.00 PSI Additional Flows 599.00 GPM Residual 84.00 PSI @ 1540.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 38.72 PSI @ 690.30 GPM Hydraulics SummarySheet �T Y o Pe° FIRESTOP COMPANY EC Designer: RD GREE 1 • 3203 NE 65TH STREET SPACE 2 Calc By: RD GRS rYQF�/ 2413 VANCOUVER, WA. 98663 Date: 12/12/1 0/4I G19R0 360-718-8604 /V/Sipn/ Project Information Hydraulics Information ST. ANTHONY CATHOLIC CHURCH 12520 SW GRANT AVE - Demand... TIGARD, OR. 97223 Spr Req'd Pres: 92.30 PSI STAGE UPGRADE TO OH2 Spr Req'd Flow: 348.54 GPM Add'I Flows: 341.00 GPM Hose at Srce: 0.00 GPM Contract No: Total Flow: 689.54 GPM Building: STAGE Total Pres: 93.80 PSI System ID: ST. ANTHONY COMMUNITY CENTER Static Elev: 0.00 Ft Ref. Drawing No: 1 OF 1 Construction: VB Supply... Occupancy: A3 Water Flow Test Static: 98.00 PSI Authority: CITY OF TIGARD Residual: 84.00 PSI Qty Flowing: 1540.00 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/SqFt Boost Pres: (NA) PSI Remote Area: STAGE SqFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130MAX SqFt Discharge Flow: (NA) GPM Design Standard: NFPA #13 (2010) Hazard: ORDINARY GROUP 2 Combined Static: (NA) PSI Figure: 112311 Curve: OH2 Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: CNA) GPM Manufacturer: TYCO Model: TY-FRB Available... Size: 17/32" P) 94.83 PSI@ 689.54 GPM F) 93.80 PSI@ 803.68 GPM K—Factor: 8.0 Temp. Rating: 155E Margin... Pressure: 1.03 PSI Flow: 114.13 GPM Sigma Dynamics Corporation 7700 Summary Sheet} SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 1 ST. ANTHONY COMMUNITY CENTER . .20/STAGE ORDINARY GROUP 2 FLOW TEST RESULTS Water Supply STATIC 98 . 00 PSI RESIDUAL 84 . 00 PSI @ 1540. 00 GPM CITY PRESSURE AVAILABLE AT 689 . 5 GPM 94 . 83 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 101 28 .57 23 .50 8 . 00 12 . 75 102 25 .23 23 . 50 8 . 00 9 .95 103 28 . 08 23 .50 8 . 00 12 .32 104 24 .11 23 .50 8 . 00 9 . 08 105 27 . 84 23 .50 8 . 00 12 . 11 106 23 . 66 23 .50 8. 00 8 .75 107 27 . 78 23 . 50 8 . 00 12 . 06 108 23 .50 23 .50 8 . 00 8 .63 109 30 .27 23 .50 8 . 00 14 .31 110 28 .38 23 .50 8. 00 12 .58 111 24 . 98 22 . 00 8. 00 9 . 75 112 24 . 62 22 . 00 8 . 00 9 .47 113 31 .53 22 . 00 8 . 00 15 . 53 TOTAL WATER REQUIRED FOR SYSTEM 348 .54 GPM OUTFLOWS AT 3 200 . 00 GPM OUTFLOWS AT 5 141 . 00 GPM TOTAL WATER REQUIREMENT 689 .54 GPM PRESSURE REQUIRED AT 0 93 . 80 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 00 PSI MAXIMUM VELOCITY FROM 7 TO 8 19 .49 FPS SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 2 ST. ANTHONY COMMUNITY CENTER .20/STAGE . ORDINARY GROUP 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 19 108 2 .203 L 2 . 90 C=120 PT 8 . 63 (108) Q 23 . 50 F=0 F 0 . 00 PE 0 . 00 BN4 T 2 . 90 0 . 0047 PF 0 . 01 PT 8 .64 ( 19) 20 113 1. 049 L 11 . 80 C=120 PT 15 .53 (113) Q 31 . 53 F=T,E F 7 . 00 PE -4 . 55 BN6 T 18 . 80 0 . 3020 PF 5 . 68 14 20 2 . 703 L 3 .90 C=120 PT 16 .66 ( 20) Q 31. 53 F=3E F 27 . 00 PE -0 .30 NC1 T 30 . 90 0 . 0030 PF 0 . 09 PT 16 .45 ( 14) 19 112 1. 049 L 18 .40 C=120 PT 9 .47 (112) Q 24 .62 F=T, 2E F 9 . 00 PE -6 . 07 BN6 T 27 .40 0 . 1912 PF 5 .24 106 19DQ 23 . 50 2 .203 L 5 . 90 C=120 PT 8 . 64 ( 19) • Q 48 . 12 F=0 F 0 . 00 PE 0. 00 BN4 T 5 . 90 0 . 0178 PF 0 . 11 • 18 106DQ 23 . 66 2 .203 L 8 . 50 C=120 PT 8 . 75 (106) Q 71 . 78 F=0 F 0 . 00 PE 0 . 00 BN3 T 8 . 50 0 . 0373 PF 0 .32 PT 9 . 07 ( 18) 18 111 1 . 049 L 18 .40 C=120 PT 9 . 75 (111) Q 24 . 98 F=T, 2E F 9 . 00 PE -6 . 07 BN6 T 27 .40 0 . 1964 PF 5 .38 104 18DQ 71. 78 2 .203 L 0 . 30 C=120 PT 9 . 06 ( 18) Q 96 . 76 F=0 F 0 . 00 PE 0 . 00 BN3 - T 0 . 30 0 . 0648 PF 0 . 02 102 104DQ 24 . 11 2 .203 L 8 . 80 C=120 PT 9 . 08 (104) Q 120 . 88 F=0 F 0 . 00 PE 0 . 00 BN2 T 8 . 80 0 . 0978 PF 0 . 86 64 102DQ 25 .23 2 .203 L 5 . 80 C=120 PT 9 . 94 (102) Q 146 . 10 F=T F 14 . 00 PE 0 . 00 BN1 T 19 . 80 0 . 1389 PF 2 . 75 14 64DQ 28 .38 2 .703 L 3 .50 C=120 PT 12 . 69 ( 64) Q 174 .48 F=T,E F 28 . 00 PE 1 . 52 . NR1 T 31 . 50 0 . 0713 PF 2 .25 SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 3 ST. ANTHONY COMMUNITY CENTER .20/STAGE . ORDINARY GROUP 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 17 14DQ 31 . 53 2 .703 L 6 .60 C=120 PT 16 .46 ( 14) Q 206 . 01 F=0 F 0 . 00 PE 0 . 00 NC1 T 6 .60 0 . 0969 PF 0 .64 13 17 2 .703 L 6 . 70 C=120 PT 17 .10 ( 17) Q 206 . 01 F=0 F 0 . 00 PE 0 . 00 NC1 T 6 . 70 0 . 0969 PF 0 . 65 PT 17 .75 ( 13) 64 110 2 .203 L 3 . 00 C=120 PT 12 . 58 (110) Q 28 .38 F=T F 14 . 00 PE 0 . 00 BN5 T 17 . 00 0 . 0067 PF 0 . 11 PT 12 . 69 ( 64) 63 109 2 .203 L 3 . 00 C=120 PT 14 .31 (109) Q 30 .27 F=T F 14 . 00 PE 0. 00 BN5 T 17 . 00 0 . 0076 PF 0 . 13 PT 14 .44 ( 63) ' 105 107 2 .203 L 8 . 80 C=120 PT 12 . 06 (107) Q 27 . 78 F=0 F 0 . 00 PE 0 . 00 BN4 T 8 . 80 0 . 0064 PF 0 . 06 103 105DQ 27 . 84 2 .203 L 8 .80 C=120 PT 12 . 12 (105) Q 55 . 62 F=0 F 0 . 00 PE 0 . 00 BN3 T 8 . 80 0 . 0233 PF 0.21 101 103DQ 28 . 08 2 .203 L 8 . 80 C=120 PT 12 .33 (103) Q 83 . 70 F=0 F 0 . 00 PE 0 . 00 BN2 T 8 . 80 0 . 0496 PF 0 .44 63 101DQ 28 . 57 2 .203 L 5 . 80 C=120 PT 12 . 77 (101) Q 112 .27 F=T F 14 . 00 PE 0 . 00 BN1 T 19 . 80 0 . 0853 PF 1 . 69 13 63DQ 30 .27 2 . 703 L 4 . 00 C=120 PT 14 .46 ( 63) Q 142 . 54 F=T,E F 28 . 00 PE 1 . 73 NR1 T 32 . 00 0 . 0490 PF 1. 57 12 13DQ 206 . 01 2 . 703 L 14 . 30 C=120 PT 17. 76 ( 13) Q 348 . 54 F=0 F 0 . 00 PE 0 . 00 NC1 T 14 . 30 0 .2563 PF 3 .67 11 12 2 . 703 L 14 . 00 C=120 PT 21 .43 ( 12) Q 348 . 54 F=0 F 0 . 00 PE 0 . 00 NC1 T 14 . 00 0 .2563 PF 3 . 59 _ SUBMITTAL SERIAL NO:4126HY1 12-12-2013 PAGE 4 ST. ANTHONY COMMUNITY CENTER .20/STAGE . ORDINARY GROUP 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 11 2 .703 L 40 . 00 C=120 PT 25 . 02 ( 11) Q 348 . 54 F=0 F 0. 00 PE 0. 00 FM4 T 40 . 00 0 .2563 PF 10.25 7 8 2 . 703 L 124 . 50 C=120 PT 35 .27 ( 8) Q 348 . 54 F=T/4E F 55 . 00 PE 2 . 82 FM3 T 179 . 50 0 .2563 PF 46 . 01 6 7 4 .310 L 21 .50 C=120 PT 84 . 10 ( 7) Q 348 . 54 F=E F 14 . 00 PE 0 . 00 FM2 T 35 . 50 0 . 0264 PF 0 . 94 5 6 4 .310 L 9 . 00 C=120 PT 85 . 04 ( 6) Q 348 . 54 F=BV F 17 . 00 PE 3 . 03 FR1 T 26 . 00 0 . 0264 PF 0 . 69 4 5DQ 141 . 00 6 .270 L 12 . 00 140 PT 88 . 76 ( 5) Q 489 . 54 F=E F 12 . 00 PE 0 . 00 UN4 T 24 . 00 L '60 PF 0 .14 3 4 5 .850 L 6 . 00 C=i50 PT 88 . 90 ( 4) Q 489 .54 F=EE F 10 .60 PE 0. 00 UN3 T 16 . 60 0 . 0074 PF 0 .12 2 3DQ 200 . 00 5 .850 L 60 . 00 C=150 PT 89 . 02 ( 3) Q 689 .54 F=2EE F 21 .20 PE 0 . 00 UN2 T 81 .20 0 . 0140 PF 1 .14 1 2 6 . 065 L 6 . 00 C=120 PT 90 . 16 ( 2) Q 689 .54 F=DDC F 0 . 00 PE 0 . 00 FM1 T 6 . 00 0 . 0177 PF 0 . 11 6" AMES COLT SERIES C300 DCDA 3 . 00 COMMENT: INCLUDES FRICTION LOSS FOR 6 INCH DDCVA 0 1 6 .270 L 6 . 00 C=140 PT 93 .27 ( 1) Q 689 .54 F=T GV F 44 . 00 PE 0 . 00 UN1 T 50 . 00 0 . 0113 PF 0 .57 PT 93 . 84 ( 0) Co gma ra • • ST. ANTHONY COMMUNITY CENTER 77100 S pyply/lDemandoGralph 125 120 110"••■- .11115 1 95 II1.03 PSI Flow 114.13 GPM 105 . 111111 100 90 Illimil �� .��. 85 ��� -- 80 =PM= S� 75 E5 70 1 a a, 65 2 60 a 55 50 45 " 40 35 30 25 O 20 15 10 5 N 1.85 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 92.30 PSI @ 348.54 GPM Static 98.00 PSI Additional Flows 341.00 GPM Residual 84.00 PSI @ 1540.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 93.80 PSI @ 689.54 GPM