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ac), 8-- 00 3c AFP SYSTEMS, INC. 19435 S.W. 129 AVENUE y TUALATIN, OREGON 97062 , 1 e � `K (503) 692 -9284 HYDRAULIC CALCULATIONS FOR CREEKVIEW BUSINESS PARK � 4 BUILDING B gage © 2 ^3 y58- 5 S.W.74 AVENUE TIGARD, OREGON 8 -12 -98 -- DESIGN DATA- - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP II WET SYSTEM DENSITY: .24 gpm/sq.ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 100.0 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 20 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 544.5 gpm TOTAL WATER REQUIRED (include hose) : 894.5 gpm FLOW & PRESSURE (at the base of riser) : 644.5 gpm @ 88.9 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF DESIGNER: J. Bayne/NI. S. Aldridge AUTHORITY HAVING JURISDICTION: City of Tigard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 43 110.0 104.0 2599.0 109.2 894.5 94.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 894.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 544.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 22.8 K= ,9� 9.3 24.4 102 22.8 8° -`0�, 9.0 24.0 103 22.88 0 9.0 24.0 104 22.8 /,�". q�0" ! 9.6 24 . 7 �� 105 22.8 8!"60,2" 11.4 27.0 106 22.8 '' 0 y' 19.7 25.0 107 22.8 �/� 9.7 25.0 109 22.8 / i� . e /�' 9.4 24 . 5 110 22.8 j s .0 � 9.9 25.2 111 22.8 11.7 27.3 112 22.8 K 8 OO 15.6 31.5 113 22.8 8. 10.9 26.4 114 22.8 10.0 25.3 115 22.8 K ,m8 0, �3 ' j ' 9.9 25.2 116 22.8 '_� 8r. "0 0/ 10.1 25.5 117 22.8 ..-d'0 11.3 26.9 1 2 2 . 8 14.2 30.2 118A 22.8 5;;A.0..0' 20.0 - - - 119 22.8 8�1(A 19.9 35.7 120 22.8 K- 7.---. 8":"00 20.1 35.9 1 21.5 - - 11.8 - - - 2 21.5 - - - - 26.7 - - - 3 21.5 - - - - 12.4 - - - 4 21.5 - - - - 27.0 - - - 5 21.5 • - - - - 14.8 - - - 6 21.5 - - - - 29.6 - - - 6A 21.5 - - - - 34.8 - - - 7 21.5 - - - - 21.0 - - - 8 21.5 - - - - 31.7 - - - 8A 21.5 - - - - 35.2 - - - 9 21.5 - - - - 28.8 - - - 10 21.5 - - - - 34.1 - - - 10A 21.5 - - - - 36.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 21.5 - - - - 34.3 - - - 12 21.5 - - - - 36.7 - - - 12A 21.5 - - - - 37.7 - - - 13 21.5 - - - - 38.5 - - - 14 21.5 - - - - 39.4 - - - 14A 21.5 - - - - 39.8 - - - 15 21.5 - - - - 41.9 - - - 16 21.5 - - - - 42.2 - - - 16A 21.5 - - - - 42.3 - - - 17 21.5 - - - - 45.0 - - - 18 21.5 - - - - 45.0 - - - 18A 21.5 - - - - 45.1 - - - 19 21.5 - - - - 47.9 - - - 20 21.5 - - - - 47.9 - - - 20A 21.5 - - - - 47.9 - - - 21 21.5 - - - - 50.7 - - - 22 21.5 - - - - 50.7 - - - 22A 21.5 - - - - 50.7 - - - 23 21.5 - - - - 53.6 - - - 24 21.5 - - - - 53.6 - - - 24A 21.5 - - - - 53.6 - - - 25 21.5 - - - - 56.4 - - - 26 21.5 - - - - 56.4 - - - 26A 21.5 - - - - 56.4 - - - 27 21.5 - - - - 59.2 - - - 28 21.5 - - - - 59.3 - - - 28A 21.5 - - - - 59.2 - - - 29 21.5 - - - - 62.0 - - - 30 21.5 - - - - 62.2 - - - 30A 21.5 - - - - 61.9 - - - 31 21.5 - - - - 64.6 - - - 32 21.5 - - - - 65.2 - - - 32A 21.5 - - - - 64.3 - - - 33 21.5 - - - - 66.8 - - - 34 21.5 - - - - 68.6 - - - 34A 21.5 - - - - 66.2 - - - 35 21.5 - - - - 68.2 - - - 36 21.5 - - - - 72.7 - - - 36A 21.5 - - - - 70.9 - - - 37 21.5 - - - - 68.7 - - - 38 21.5 - - - - 77.7 - - - 38A 21.5 - - - - 71.4 - - - 39 21.5 - - - - 78.5 - - - 40 1.0 HOSE STREAM 88.9 100.0 41 -4.0 - - - - 91.7 - - - 42 -4.0 - - - - 96.7 - - - 43 1.0 SOURCE 94.7 644.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 44.7 1.416 PL 4.00 PF 1.9 1 21.5 0.0 11.8 0.0 9.1 120 FTG ET PE -0.6 101 22.8 8.0 9.3 24.4 0.133 TL 14.20 PV 0.6 Pipe: 2 20.2 1.416 PL 10.00 PF 0.3 101 22.8 8.0 9.3 24.4 4.1 120 FTG - - -- PE 0.0 102 22.8 8.0 9.0 24.0 0.031 TL 10.00 PV 0.1 Pipe: 3 -3.8 1.416 PL 10.00 PF 0.0 102 22.8 8.0 9.0 24.0 0.8 120 FTG - - -- PE 0.0 103 22.8 8.0 9.0 24.0 0.001 TL 10.00 PV 0.0 Pipe: 4 -27.8 1.416 PL 10.00 PF 0.6 103 22.8 8.0 9.0 24.0 5.7 120 FTG - - -- PE 0.0 104 22.8 8.0 9.6 24.7 0.055 TL 10.00 PV 0.2 Pipe: 5 -52.5 1.416 PL 10.00 PF 1.8 104 22.8 8.0 9.6 24.7 10.7 120 FTG - - -- PE 0.0 105 22.8 8.0 11.4 27.0 0.180 TL 10.00 PV 0.8 Pipe: 6 -79.5 1.416 PL 10.00 PF 3.9 105 22.8 8.0 11.4 27.0 16.2 120 FTG - - -- PE 0.0 106 22.8 8.0 15.2 31.2 0.388 TL 10.00 PV 1.8 Pipe: 7 -110.7 1.416 PL 5.00 PF 10.9 106 22.8 8.0 15.2 31.2 22.6 120 FTG ET PE 0.6 2 21.5 0.0 26.7 0.0 0.716 TL 15.20 PV 3.4 Pipe: 8 -44.7 1.650 PL 10.00 PF 0.6 1 21.5 0.0 11.8 0.0 6.7 120 FTG - - -- PE 0.0 3 21.5 0.0 12.4 0.0 0.063 TL 10.00 PV 0.3 Pipe: 9 -110.7 2.630 PL 10.00 PF 0.4 2 21.5 0.0 26.7 0.0 6.5 120 FTG - - -- PE 0.0 4 21.5 0.0 27.0 0.0 0.035 TL 10.00 PV 0.3 Pipe: 10 47.1 1.416 PL 4.00 PF 2.1 3 21.5 0.0 12.4 0.0 9.6 120 FTG ET PE -0.6 107 22.8 8.0 9.7 25.0 0.147 TL 14.20 PV 0.6 Pipe: 11 22.1 1.416 PL 10.00 PF 0.4 107 22.8 8.0 9.7 25.0 4.5 120 FTG - - -- PE 0.0 108 22.8 8.0 9.4 24.5 0.036 TL 10.00 PV 0.1 Pipe: 12 -2.4 1.416 PL 10.00 PF 0.0 108 22.8 8.0 9.4 24.5 0.5 120 FTG - - -- PE 0.0 109 22.8 8.0 9.4 24.5 0.001 TL 10.00 PV 0.0 Pipe: 13 -26.9 1.416 PL 10.00 PF 0.5 109 22.8 8.0 9.4 24.5 5.5 120 FTG - - -- PE 0.0 110 22.8 8.0 9.9 25.2 0.052 TL 10.00 PV 0.2 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 -52.1 1.416 PL 10.00 PF 1.8 110 22.8 8.0 9.9 25.2 10.6 120 FTG - - -- PE 0.0 111 22.8 8.0 11.7 27.3 0.177 TL 10.00 PV 0.8 Pipe: 15 -79.4 1.416 PL 10.00 PF 3.9 111 22.8 8.0 11.7 27.3 16.2 120 FTG - - -- PE 0.0 112 22.8 8.0 15.6 31.5 0.387 TL 10.00 PV 1.8 Pipe: 16 -111.0 1.416 PL 5.00 PF 10.9 112 22.8 8.0 15.6 31.5 22.6 120 FTG ET PE 0.6 4 21.5 0.0 27.0 0.0 0.719 TL 15.20 PV 3.4 Pipe: 17 -91.8 1.650 PL 10.00 PF 2.4 3 21.5 0.0 12.4 0.0 13.8 120 FTG - - -- PE 0.0 5 21.5 0.0 14.8 0.0 0.240 TL 10.00 PV 1.3 Pipe: 18 -221.7 2.630 PL 20.00 PF 2.5 4 21.5 0.0 27.0 0.0 13.1 120 FTG - - -- PE 0.0 6 21.5 0.0 29.6 0.0 0.127 TL 20.00 PV 1.2 Pipe: 19 61.1 1.416 PL 4.00 PF 3.4 5 21.5 0.0 14.8 0.0 12.4 120 FTG ET PE -0.6 113 22.8 8.0 10.9 26.4 0.238 TL 14.20 PV 1.0 Pipe: 20 34.7 1.416 PL 10.00 PF 0.8 113 22.8 8.0 10.9 26.4 7.1 120 FTG - - -- PE 0.0 114 22.8 8.0 10.0 25.3 0.084 TL 10.00 PV 0.3 Pipe: 21 9.4 1.416 PL 10.00 PF 0.1 114 22.8 8.0 10.0 25.3 1.9 120 FTG - - -- PE 0.0 115 22.8 8.0 9.9 25.2 0.007 TL 10.00 PV 0.0 Pipe: 22 -15.9 1.416 PL 10.00 PF 0.2 115 22.8 8.0 9.9 25.2 3.2 120 FTG - - -- PE 0.0 116 22.8 8.0 10.1 25.5 0.020 TL 10.00 PV 0.1 Pipe: 23 -41.3 1.416 PL 10.00 PF 1.2 116 22.8 8.0 10.1 25.5 8.4 120 FTG - - -- PE 0.0 117 22.8 8.0 11.3 26.9 0.116 TL 10.00 PV 0.5 Pipe: 24 -68.2 1.416 PL 10.00 PF 2.9 117 22.8 8.0 11.3 26.9 13.9 120 FTG - - -- PE 0.0 118 22.8 8.0 14.2 30.2 0.292 TL 10.00 PV 1.3 Pipe: 25 -98.4 1.416 PL 10.00 PF 5.8 118 22.8 8.0 14.2 30.2 20.0 120 FTG - - -- PE 0.0 118A 22.8 0.0 20.0 0.0 0.575 TL 10.00 PV 2.7 Pipe: 26 -98.4 1.416 PL 5.50 PF 9.0 118A 22.8 0.0 20.0 0.0 20.0 120 FTG ET PE 0.6 6 21.5 0.0 29.6 0.0 0.575 TL 15.70 PV 2.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 -30.7 1.416 PL 69.00 PF 5.3 6 21.5 0.0 29.6 0.0 6.2 120 FTG ET PE 0.0 6A 21.5 0.0 34.8 0.0 0.067 TL 79.20 PV 0.3 Pipe: 28 -152.8 1.650 PL 10.00 PF 6.2 5 21.5 0.0 14.8 0.0 22.9 120 FTG - - -- PE 0.0 7 21.5 0.0 21.0 0.0 0.617 TL 10.00 PV 3.5 Pipe: 29 -289.4 2.630 PL 10.00 PF 2.1 6 21.5 0.0 29.6 0.0 17.1 120 FTG - - -- PE 0.0 8 21.5 0.0 31.7 0.0 0.208 TL 10.00 PV 2.0 Pipe: 30 -30.7 1.650 PL 10.00 PF 0.3 6A 21.5 0.0 34.8 0.0 4.6 120 FTG - - -- PE 0.0 8A 21.5 0.0 35.2 0.0 0.032 TL 10.00 PV 0.1 Pipe: 31 21.1 1.416 PL 4.00 PF 0.5 7 21.5 0.0 21.0 0.0 4.3 120 FTG ET PE -0.6 119 22.8 8.0 19.9 35.7 0.033 TL 14.20 PV 0.1 Pipe: 32 -14.6 1.416 PL 10.00 PF 0.2 119 22.8 8.0 19.9 35.7 3.0 120 FTG - - -- PE 0.0 120 22.8 8.0 20.1 35.9 0.017 TL 10.00 PV 0.1 Pipe: 33 -50.5 1.416 PL 55.50 PF 11.0 120 22.8 8.0 20.1 35.9 10.3 120 FTG ET PE 0.6 8 21.5 0.0 31.7 0.0 0.167 TL 65.70 PV 0.7 Pipe: 34 -24.6 1.416 PL 69.00 PF 3.5 8 21.5 0.0 31.7 0.0 5.0 120 FTG ET PE 0.0 8A 21.5 0.0 35.2 0.0 0.044 TL 79.20 PV 0.2 Pipe: 35 -173.9 1.650 PL 10.00 PF 7.8 7 21.5 0.0 21.0 0.0 26.1 120 FTG - - -- PE 0.0 9 21.5 0.0 28.8 0.0 0.784 TL 10.00 PV 4.6 Pipe: 36 -315.3 2.630 PL 10.00 PF 2.4 8 21.5 0.0 31.7 0.0 18.6 120 FTG - - -- PE 0.0 10 21.5 0.0 34.1 0.0 0.243 TL 10.00 PV 2.3 Pipe: 37 -55.3 1.650 PL 10.00 PF 0.9 8A 21.5 0.0 35.2 0.0 8.3 120 FTG - - -- PE 0.0 10A 21.5 0.0 36.1 0.0 0.094 TL 10.00 PV 0.5 Pipe: 38 -30.5 1.416 PL 70.00 PF 5.3 9 21.5 0.0 28.8 0.0 6.2 120 FTG ET PE 0.0 10 21.5 0.0 34.1 0.0 0.066 TL 80.20 PV 0.3 Pipe: 39 -18.3 1.416 PL 69.00 PF 2.0 10 21.5 0.0 34.1 0.0 3.7 120 FTG ET PE 0.0 10A 21.5 0.0 36.1 0.0 0.026 TL 79.20 PV 0.1 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 -143.4 1.650 PL 10.00 PF 5.5 9 21.5 0.0 28.8 0.0 21.5 120 FTG - - -- PE 0.0 11 21.5 0.0 34.3 0.0 0.549 TL 10.00 PV 3.1 Pipe: 41 -327.5 2.630 PL 10.00 PF 2.6 10 21.5 0.0 34.1 0.0 19.3 120 FTG - - -- PE 0.0 12 21.5 0.0 36.7 0.0 0.261 TL 10.00 PV 2.5 Pipe: 42 -73.6 1.650 PL 10.00 PF 1.6 10A 21.5 0.0 36.1 0.0 11.0 120 FTG - - -- PE 0.0 12A 21.5 0.0 37.7 0.0 0.159 TL 10.00 PV 0.8 Pipe: 43 -19.9 1.416 PL 70.00 PF 2.4 11 21.5 0.0 34.3 0.0 4.1 120 FTG ET PE 0.0 12 21.5 0.0 36.7 0.0 0.030 TL 80.20 PV 0.1 Pipe: 44 -12.5 1.416 PL 69.00 PF 1.0 12 21.5 0.0 36.7 0.0 2.6 120 FTG ET PE 0.0 12A 21.5 0.0 37.7 0.0 0.013 TL 79.20 PV 0.0 Pipe: 45 -123.5 1.650 PL 10.00 PF 4.2 11 21.5 0.0 34.3 0.0 18.5 120 FTG - - -- PE 0.0 13 21.5 0.0 38.5 0.0 0.416 TL 10.00 PV 2.3 Pipe: 46 -334.9 2.630 PL 10.00 PF 2.7 12 21.5 0.0 36.7 0.0 19.8 120 FTG - - -- PE 0.0 14 21.5 0.0 39.4 0.0 0.272 TL 10.00 PV 2.6 Pipe: 47 -86.1 1.650 PL 10.00 PF 2.1 12A 21.5 0.0 37.7 0.0 12.9 120 FTG - - -- PE 0.0 14A 21.5 0.0 39.8 0.0 0.213 TL 10.00 PV 1.1 Pipe: 48 -12.2 1.416 PL 70.00 PF 1.0 13 21.5 0.0 38.5 0.0 2.5 120 FTG ET PE 0.0 14 21.5 0.0 39.4 0.0 0.012 TL 80.20 PV 0.0 Pipe: 49 -7.8 1.416 PL 69.00 PF 0.4 14 21.5 0.0 39.4 0.0 1.6 120 FTG ET PE 0.0 14A 21.5 0.0 39.8 0.0 0.005 TL 79.20 PV 0.0 Pipe: 50 -111.4 1.650 PL 10.00 PF 3.4 13 21.5 0.0 38.5 0.0 16.7 120 FTG - - -- PE 0.0 15 21.5 0.0 41.9 0.0 0.343 TL 10.00 PV 1.9 Pipe: 51 -339.3 2.630 PL 10.00 PF 2.8 14 21.5 0.0 39.4 0.0 20.0 120 FTG - - -- PE 0.0 16 21.5 0.0 42.2 0.0 0.279 TL 10.00 PV 2.7 Pipe: 52 -93.9 1.650 PL 10.00 PF 2.5 14A 21.5 0.0 39.8 0.0 14.1 120 FTG - - -- PE 0.0 16A 21.5 0.0 42.3 0.0 0.250 TL 10.00 PV 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 53 -6.6 1.416 PL 70.00 PF 0.3 15 21.5 0.0 41.9 0.0 1.4 120 FTG ET PE 0.0 16 21.5 0.0 42.2 0.0 0.004 TL 80.20 PV 0.0 Pipe: 54 -4.2 1.416 PL 69.00 PF 0.1 16 21.5 0.0 42.2 0.0 0.9 120 FTG ET PE 0.0 16A 21.5 0.0 42.3 0.0 0.002 TL 79.20 PV 0.0 Pipe: 55 -104.7 1.650 PL 10.00 PF 3.1 15 21.5 0.0 41.9 0.0 15.7 120 FTG - - -- PE 0.0 17 21.5 0.0 45.0 0.0 0.306 TL 10.00 PV 1.7 Pipe: 56 -341.7 2.630 PL 10.00 PF 2.8 16 21.5 0.0 42.2 0.0 20.2 120 FTG - - -- PE 0.0 18 21.5 0.0 45.0 0.0 0.282 TL 10.00 PV 2.7 Pipe: 57 -98.1 1.650 PL 10.00 PF 2.7 16A 21.5 0.0 42.3 0.0 14.7 120 FTG - - -- PE 0.0 18A 21.5 0.0 45.1 0.0 0.272 TL 10.00 PV 1.5 Pipe: 58 -3.0 1.416 PL 70.00 PF 0.1 17 21.5 0.0 45.0 0.0 0.6 120 FTG ET PE 0.0 18 21.5 0.0 45.0 0.0 0.001 TL 80.20 PV 0.0 Pipe: 59 -1.9 1.416 PL 69.00 PF 0.0 18 21.5 0.0 45.0 0.0 0.4 120 FTG ET PE 0.0 18A 21.5 0.0 45.1 0.0 0.000 TL 79.20 PV 0.0 Pipe: 60 -101.7 1.650 PL 10.00 PF 2.9 17 21.5 0.0 45.0 0.0 15.3 120 FTG - - -- PE 0.0 19 21.5 0.0 47.9 0.0 0.290 TL 10.00 PV 1.6 Pipe: 61 -342.8 2.630 PL 10.00 PF 2.8 18 21.5 0.0 45.0 0.0 20.2 120 FTG - - -- PE 0.0 20 21.5 0.0 47.9 0.0 0.284 TL 10.00 PV 2.8 Pipe: 62 -100.0 1.650 PL 10.00 PF 2.8 18A 21.5 0.0 45.1 0.0 15.0 120 FTG - - -- PE 0.0 20A 21.5 0.0 47.9 0.0 0.281 TL 10.00 PV 1.5 Pipe: 63 -0.9 1.416 PL 70.00 PF 0.0 19 21.5 0.0 47.9 0.0 0.2 120 FTG ET PE 0.0 20 21.5 0.0 47.9 0.0 0.000 TL 80.20 PV 0.0 Pipe: 64 -0.6 1.416 PL 69.00 PF 0.0 20 21.5 0.0 47.9 0.0 0.1 120 FTG ET PE 0.0 20A 21.5 0.0 47.9 0.0 0.000 TL 79.20 PV 0.0 Pipe: 65 -100.8 1.650 PL 10.00 PF 2.9 19 21.5 0.0 47.9 0.0 15.1 120 FTG - - -- PE 0.0 21 21.5 0.0 50.7 0.0 0.285 TL 10.00 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 66 -343.2 2.630 PL 10.00 PF 2.8 20 21.5 0.0 47.9 0.0 20.3 120 FTG - - -- PE 0.0 22 21.5 0.0 50.7 0.0 0.285 TL 10.00 PV 2.8 Pipe: 67 -100.5 1.650 PL 10.00 PF 2.8 20A 21.5 0.0 47.9 0.0 15.1 120 FTG - - -- PE 0.0 22A 21.5 0.0 50.7 0.0 0.284 TL 10.00 PV 1.5 Pipe: 68 -0.1 1.416 PL 70.00 PF 0.0 21 21.5 0.0 50.7 0.0 0.0 120 FTG ET PE 0.0 22 21.5 0.0 50.7 0.0 0.000 TL 80.20 PV 0.0 Pipe: 69 -0.1 1.416 PL 69.00 PF 0.0 22 21.5 0.0 50.7 0.0 0.0 120 FTG ET PE 0.0 22A 21.5 0.0 50.7 0.0 0.000 TL 79.20 PV 0.0 Pipe: 70 -100.6 1.650 PL 10.00 PF 2.8 21 21.5 0.0 50.7 0.0 15.1 120 FTG - - -- PE 0.0 23 21.5 0.0 53.6 0.0 0.285 TL 10.00 PV 1.5 Pipe: 71 -343.3 2.630 PL 10.00 PF 2.8 22 21.5 0.0 50.7 0.0 20.3 120 FTG - - -- PE 0.0 24 21.5 0.0 53.6 0.0 0.285 TL 10.00 PV 2.8 Pipe: 72 -100.6 1.650 PL 10.00 PF 2.8 22A 21.5 0.0 50.7 0.0 15.1 120 FTG - - -- PE 0.0 24A 21.5 0.0 53.6 0.0 0.285 TL 10.00 PV 1.5 Pipe: 73 0.0 1.416 PL 70.00 PF 0.0 23 21.5 0.0 53.6 0.0 0.0 120 FTG ET PE 0.0 24 21.5 0.0 53.6 0.0 0.000 TL 80.20 PV 0.0 Pipe: 74 0.0 1.416 PL 69.00 PF 0.0 24 21.5 0.0 53.6 0.0 0.0 120 FTG ET PE 0.0 24A 21.5 0.0 53.6 0.0 0.000 TL 79.20 PV 0.0 Pipe: 75 -100.6 1.650 PL 10.00 PF 2.8 23 21.5 0.0 53.6 0.0 15.1 120 FTG - - -- PE 0.0 25 21.5 0.0 56.4 0.0 0.285 TL 10.00 PV 1.5 Pipe: 76 -343.3 2.630 PL 10.00 PF 2.8 24 21.5 0.0 53.6 0.0 20.3 120 FTG - - -- PE 0.0 26 21.5 0.0 56.4 0.0 0.285 TL 10.00 PV 2.8 Pipe: 77 -100.6 1.650 PL 10.00 PF 2.8 24A 21.5 0.0 53.6 0.0 15.1 120 FTG - - -- PE 0.0 26A 21.5 0.0 56.4 0.0 0.284 TL 10.00 PV 1.5 Pipe: 78 0.0 1.416 PL 70.00 PF 0.0 25 21.5 0.0 56.4 0.0 0.0 120 FTG ET PE 0.0 26 21.5 0.0 56.4 0.0 0.000 TL 80.20 PV 0.0 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 79 0.6 1.416 PL 69.00 PF 0.0 26 21.5 0.0 56.4 0.0 0.1 120 FTG ET PE 0.0 26A 21.5 0.0 56.4 0.0 0.000 TL 79.20 PV 0.0 Pipe: 80 -100.6 1.650 PL 10.00 PF 2.8 25 21.5 0.0 56.4 0.0 15.1 120 FTG - - -- PE 0.0 27 21.5 0.0 59.2 0.0 0.285 TL 10.00 PV 1.5 Pipe: 81 -343.9 2.630 PL 10.00 PF 2.9 26 21.5 0.0 56.4 0.0 20.3 120 FTG - - -- PE 0.0 28 21.5 0.0 59.3 0.0 0.286 TL 10.00 PV 2.8 Pipe: 82 -100.0 1.650 PL 10.00 PF 2.8 26A 21.5 0.0 56.4 0.0 15.0 120 FTG - - -- PE 0.0 28A 21.5 0.0 59.2 0.0 0.282 TL 10.00 PV 1.5 Pipe: 83 -1.0 1.416 PL 70.00 PF 0.0 27 21.5 0.0 59.2 0.0 0.2 120 FTG ET PE 0.0 28 21.5 0.0 59.3 0.0 0.000 TL 80.20 PV 0.0 Pipe: 84 2.3 1.416 PL 69.00 PF 0.0 28 21.5 0.0 59.3 0.0 0.5 120 FTG ET PE 0.0 28A 21.5 0.0 59.2 0.0 0.001 TL 79.20 PV 0.0 Pipe: 85 -99.6 1.650 PL 10.00 PF 2.8 27 21.5 0.0 59.2 0.0 14.9 120 FTG - - -- PE 0.0 29 21.5 0.0 62.0 0.0 0.279 TL 10.00 PV 1.5 Pipe: 86 -347.2 2.630 PL 10.00 PF 2.9 28 21.5 0.0 59.3 0.0 20.5 120 FTG - - -- PE 0.0 30 21.5 0.0 62.2 0.0 0.291 TL 10.00 PV 2.8 Pipe: 87 -97.7 1.650 PL 10.00 PF 2.7 28A 21.5 0.0 59.2 0.0 14.7 120 FTG - - -- PE 0.0 30A 21.5 0.0 61.9 0.0 0.270 TL 10.00 PV 1.4 Pipe: 88 -4.0 1.416 PL 70.00 PF 0.1 29 21.5 0.0 62.0 0.0 0.8 120 FTG ET PE 0.0 30 21.5 0.0 62.2 0.0 0.002 TL 80.20 PV 0.0 Pipe: 89 6.0 1.416 PL 69.00 PF 0.3 30 21.5 0.0 62.2 0.0 1.2 120 FTG ET PE 0.0 30A 21.5 0.0 61.9 0.0 0.003 TL 79.20 PV 0.0 Pipe: 90 -95.6 1.650 PL 10.00 PF 2.6 29 21.5 0.0 62.0 0.0 14.3 120 FTG - - -- PE 0.0 31 21.5 0.0 64.6 0.0 0.259 TL 10.00 PV 1.4 Pipe: 91 -357.2 2.630 PL 10.00 PF 3.1 30 21.5 0.0 62.2 0.0 21.1 120 FTG - - -- PE 0.0 32 21.5 0.0 65.2 0.0 0.306 TL 10.00 PV 3.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 92 -91.7 1.650 PL 10.00 PF 2.4 30A 21.5 0.0 61.9 0.0 13.8 120 FTG - - -- PE 0.0 32A 21.5 0.0 64.3 0.0 0.240 TL 10.00 PV 1.3 Pipe: 93 -9.4 1.416 PL 70.00 PF 0.6 31 21.5 0.0 64.6 0.0 1.9 120 FTG ET PE 0.0 32 21.5 0.0 65.2 0.0 0.007 TL 80.20 PV 0.0 Pipe: 94 12.0 1.416 PL 69.00 PF 0.9 32 21.5 0.0 65.2 0.0 2.4 120 FTG ET PE 0.0 32A 21.5 0.0 64.3 0.0 0.012 TL 79.20 PV 0.0 Pipe: 95 -86.2 1.650 PL 10.00 PF 2.1 31 21.5 0.0 64.6 0.0 12.9 120 FTG - - -- PE 0.0 33 21.5 0.0 66.8 0.0 0.214 TL 10.00 PV 1.1 Pipe: 96 -378.6 2.630 PL 10.00 PF 3.4 32 21.5 0.0 65.2 0.0 22.4 120 FTG - - -- PE 0.0, 34 21.5 0.0 68.6 0.0 0.341 TL 10.00 PV 3.4 Pipe: 97 -79.8 1.650 PL 10.00 PF 1.9 32A 21.5 0.0 64.3 0.0 12.0 120 FTG - - -- PE 0.0 34A 21.5 0.0 66.2 0.0 0.185 TL 10.00 PV 1.0 Pipe: 98 -17.4 1.416 PL 70.00 PF 1.9 33 21.5 0.0 66.8 0.0 3.5 120 FTG ET PE 0.0 34 21.5 0.0 68.6 0.0 0.023 TL 80.20 PV 0.1 Pipe: 99 20.4 1.416 PL 69.00 PF 2.5 34 21.5 0.0 68.6 0.0 4.2 120 FTG ET PE 0.0 34A 21.5 0.0 66.2 0.0 0.031 TL 79.20 PV 0.1 Pipe: 100 -68.7 1.650 PL 10.00 PF 1.4 33 21.5 0.0 66.8 0.0 10.3 120 FTG - - -- PE 0.0 35 21.5 0.0 68.2 0.0 0.141 TL 10.00 PV 0.7 Pipe: 101 -416.4 2.630 PL 10.00 PF 4.1 34 21.5 0.0 68.6 0.0 24.6 120 FTG - - -- PE 0.0 36 21.5 0.0 72.7 0.0 0.407 TL 10.00 PV 4.1 Pipe: 102 -59.3 1.650 PL 40.00 PF 4.8 34A 21.5 0.0 66.2 0.0 8.9 120 FTG 2L PE 0.0 36A 21.5 0.0 70.9 0.0 0.107 TL 44.51 PV 0.5 Pipe: 103 -28.1 1.416 PL 70.00 PF 4.5 35 21.5 0.0 68.2 0.0 5.7 120 FTG ET PE 0.0 36 21.5 0.0 72.7 0.0 0.057 TL 80.20 PV 0.2 Pipe: 104 20.0 1.416 PL 49.00 PF 1.8 36 21.5 0.0 72.7 0.0 4.1 120 FTG ET PE 0.0 36A 21.5 0.0 70.9 0.0 0.030 TL 59.20 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 105 -40.6 1.650 PL 10.00 PF 0.5 35 21.5 0.0 68.2 0.0 6.1 120 FTG - - -- PE 0.0 37 21.5 0.0 68.7 0.0 0.053 TL 10.00 PV 0.3 Pipe: 106 -464.5 2.630 PL 10.00 PF 5.0 36 21.5 0.0 72.7 0.0 27.4 120 FTG - - -- PE 0.0 38 21.5 0.0 77.7 0.0 0.498 TL 10.00 PV 5.1 Pipe: 107 -39.4 1.650 PL 10.00 PF 0.5 36A 21.5 0.0 70.9 0.0 5.9 120 FTG - - -- PE 0.0 38A 21.5 0.0 71.4 0.0 0.050 TL 10.00 PV 0.2 Pipe: 108 -40.6 1.416 PL 70.00 PF 9.0 37 21.5 0.0 68.7 0.0 8.3 120 FTG ET PE 0.0 38 21.5 0.0 77.7 0.0 0.112 TL 80.20 PV 0.5 Pipe: 109 39.4 1.416 PL 49.00 PF 6.3 38 21.5 0.0 77.7 0.0 8.0 120 FTG ET PE 0.0 38A 21.5 0.0 71.4 0.0 0.106 TL 59.20 PV 0.4 Pipe: 110 -544.5 4.260 PL 5.00 PF 0.8 38 21.5 0.0 77.7 0.0 12.3 120 FTG L PE 0.0 39 21.5 0.0 78.5 0.0 0.064 TL 13.00 PV 1.0 Pipe: 111 -544.5 4.260 PL 21.00 PF 1.5 39 21.5 0.0 78.5 0.0 12.3 120 FTG G PE 8.9 40 1.0 H.S. 88.9 100.0 0.064 TL 24.00 PV 1.0 Pipe: 112 -644.5 8.249 PL 160.00 PF 0.6 40 1.0 H.S. 88.9 100.0 3.9 140 FTG 2E PE 2.2 41 -4.0 0.0 91.7 0.0 0.003 TL 213.20 PV 0.1 Pipe: 113 FIXED PRESSURE LOSS DEVICE 42 -4.0 0.0 96.7 0.0 5.0 psi, 644.5 gpm 41 -4.0 0.0 91.7 0.0 Pipe: 114 -644.5 8.249 PL 20.00 PF 0.2 42 -4.0 0.0 96.7 0.0 3.9 140 FTG T PE -2.2 43 1.0 SRCE 94.7 (N /A) 0.003 TL 71.87 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.3.0 computer program under license no. 816D986 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.050 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 27.4 ft /sec at pipe 106. (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: S40 -TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEl ChkVl BfyVl GatVl AlmCk DPV1v N NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 39.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v N NPTee 1.416 3.40 6.80 2.27 7.94 6.80 1.13 11.34 11.34 6.80 1.650 4.51 9.02 2.25 10.14 6.76 1.13 11.27 11.27 9.02 2.630 8.16 16.32 5.44 19.04 9.52 1.36 13.60 13.60 16.32 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 Date: 08/12/1998 CREEKB.SDF JOB TITLE: CREEKVIEW BLDG B .24/2000 20 HEADS / 6 / LINE K =8.0 WATER SUPPLY CURVE 120+ 110 \\\0\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\ * < -104.0 psi @ 2599 gpm Flow Test Point 100+ X 90+ P 80+ R E S S 70+ U R E 60+ S I 50+ 40+ 30+ 20+ LEGEND " X = Required Water Supply 94.68 psi @ 894.5 gpm 10+ If 0 = Available Water Supply " 109.17 psi @ 894.5 gpm 0 + + - +--- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM)