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BIN D-2 SUNBELT HEALTHCARE
HYDRAULIC CALCULATIONS FOR SUNBELT LIVING CENTER DESIGN AREA 4 PASCO COUNTY, FLORIDA \` DATE: 11 -06 -96 DESIGN DATA: UNUSED ATTIC SPACE DESIGN AREA 4 OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM / SQ. FT. AREA OF APPLICATION: 1950 SQ. FT. (DRY SYSTEM) MAXIMUM COVERAGE PER SPRINKLER: 130 SQ. FT. ACTUAL COVERAGE PER SPRINKLER: 130 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 19 SPRINKLERS TOTAL WATER REQUIRED AT CITY CONNECTION: 447 GPM @ 42 PSI ENGINEER OF RECORD: LEMING ASSOCIATES, INC. 22 W. LAKE BEAUTY DRIVE SUITE 307 ORLANDO, FLORIDA 32806 JOE BILLY LEMING, P.E. AUTHORITY HAVING JURISDICTION: CITY OF ORLANDO HYDRAULIC PLACARD INFORMATION LOCATION: UNUSED ATTIC SPACE DESIGN AREA 4 NO. OF SPRINKLERS: 19 SPRINKLERS BASIS OF DESIGN: DENSITY: .10 GPM / SQ. FT. DESIGNED AREA OF DEMAND: 1950 SQ. FT. SYSTEM DEMAND: GPM REQUIRED AT BASE OF RISER .346.5 GPM PSI REQUIRED AT BASE OF RISER 38.2 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/06/1994 SBL -4 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 54.0 40.0 1110.0 51.4 446.5 41.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 446.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 346.5 GPM NODE ANALYSIS DATA NODE,TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.7 K= 5.60 9.2 17.0 2 9.7 K= 5.60 10.0 17.7 3 9.7 K= 5.60 11.4 18.9 4 9.7 K= 5.60 14.3 21.2 5 9.7 K= 5.60 14.1 21.1 6 9.7 K= 5.60 14.7 21.5 7 9.7 K= 5.60 7.0 14.8 8 9.7 K= 5.60 7.8 15.7 9 13.3 K= 5.60 7.2 15.0 10 13.3 K= 5.60 8.0 15.9 11 13.3 K= 5.60 9.8 17.6 12 13.3 K= 5.60 10.8 18.4 13 13.3 K= 5.60 11.2 18.8 14 13.3 K= 5.60 11.7 19.2 15 16.7 K= 5.60 9.5 17.2 16 16.7 K= 5.60 11.1 18.7 17 16.7 K= 5.60 11.4 18.9 18 16.7 K= 5.60 11.9 19.3 19 20.3 K= 5.60 12.4 19.7 20 9.7 - - - 16.9 - - - 21T 13.3 - - - - 12.9 - - - 21B 9.7 - - - - 16.9 - - - 22T 16.7 - - - - 13.0 - - 22B 9.7 - - - - 17.1 - - - 23T 20.3 - - - 12.8 ' - - - 23B 9.7 - - - - 17.5 - - 24 9.7 - - - - 18.7 - - 25 9.7 - - - - 21.6 - - - 26 9.7 - - - - 25.7 - - - 27 9.7 - - - - 30.6 - - - F-S 1.0 - - - - 36.1 - - - BASE -3.0 - - - - 38.2 - - - A -3.0 - - - - 40.9 - - - B -3.0 HOSE STREAM 42.8 100.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) TEST 1.5 SOURCE 41.7 446.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 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 -17.0 1.049 PL 6.00 PF 0.8 1 9.7 5.6 9.2 17.0 6.3 100 FTG - - -- PE 0.0 2 9.7 5.6 10.0 17.7 0.135 TL 6.00 PV 0.3 Pipe: 2 -34.7 1.380 PL 10.00 PF 1.3 2 9.7 5.6 10.0 17.7 7.5 100 FTG - - -- PE 0.0 3 9.7 5.6 11.4 18.9 0.133 TL 10.00 PV 0.4 Pipe: 3 -53.6 1.380 PL 10.00 PF 3.0 3 9.7 5.6 11.4 18.9 11.5 100 FTG - - -- PE 0.0 4 9.7 5.6 14.3 21.2 0.297 TL 10.00 PV 0.9 Pipe: 4 -74.8 1.610 PL 4.00 PF 2.5 4 9.7 5.6 14.3 21.2 11.8 100 FTG T PE 0.0 20 9.7 0.0 16.9 0.0 0.260 TL 9.71 PV 0.9 Pipe: 5 -21.1 1.380 PL 10.00 PF 0.5 5 9.7 5.6 14.1 21.1 4.5 100 FTG - - -- PE 0.0 6 9.7 5.6 14.7 21.5 0.053 TL 10.00 PV 0.1 Pipe: 6 -42.5 1.380 PL 7.00 PF 2.2 6 9.7 5.6 14.7 21.5 9.1 100 FTG T PE 0.0 20 9.7 0.0 16.9 0.0 0.193 TL 11.28 PV 0.6 Pipe: 7 -14.8 1.049 PL 8.00 PF 0.8 7 9.7 5.6 7.0 14.8 5.5 100 FTG - - -- PE 0.0 8 9.7 5.6 7.8 15.7 0.105 TL 8.00 PV 0.2 Pipe: 8 -30.5 1.610 PL 10.00 PF 0.9 8 9.7 5.6 7.8 15.7 4.8 100 FTG ET PE -1.6 9 13.3 5.6 7.2 15.0 0.049 TL 18.56 PV 0.2 Pipe: 9 -45.5 1.610 PL 8.00 PF 0.8 9 13.3 5.6 7.2 15.0 7.2 100 FTG - - -- PE 0.0 10 13.3 5.6 8.0 15.9 0.104 TL 8.00 PV 0.3 Pipe: 10 -61.4 1.610 PL 10.00 PF 1.8 10 13.3 5.6 8.0 15.9 9.7 100 FTG - - -- PE 0.0 11 13.3 5.6 9.8 17.6 0.180 TL 10.00 PV 0.6 Pipe: 11 -78.9 2.067 PL 12.00 PF 1.0 11 13.3 5.6 9.8 17.6 7.5 100 FTG - - -- PE 0.0 12 13.3 5.6 10.8 18.4 0.085 TL 12.00 PV 0.4 Pipe: 12 -97.4 2.067 PL 9.00 PF 2.0 12 13.3 5.6 10.8 18.4 9.3 100 FTG T PE 0.0 21T 13.3 0.0 12.9 0.0 0.125 TL 16.14 PV 0.6 Pipe: 13 -18.8 1.380 PL 12.00 PF 0.5 13 13.3 5.6 11.2 18.8 4.0 100 FTG - - -- PE 0.0 14 13.3 5.6 11.7 19.2 0.043 TL 12.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 - Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT pISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 -37.9 1.380 PL 3.00 PF 1.1 14 13.3 5.6 11.7 19.2 8.1 100 FTG T PE 0.0 21T 13.3 0.0 12.9 0.0 0.157 TL 7.28 PV 0.4 Pipe: 15 -17.2 1.049 PL 12.00 PF 1.7 15 16.7 5.6 9.5 17.2 6.4 100 FTG - - -- PE 0.0 16 16.7 5.6 11.1 18.7 0.139 TL 12.00 PV 0.3 Pipe: 16 -35.9 1.380 PL 9.00 PF 1.9 16 16.7 5.6 11.1 18.7 7.7 100 FTG T PE 0.0 22T 16.7 0.0 13.0 0.0 0.142 TL 13.28 PV 0.4 Pipe: 17 -18.9 1.380 PL 12.00 PF 0.5 17 16.7 5.6 11.4 18.9 4.0 100 FTG - - -- PE 0.0 18 16.7 5.6 11.9 19.3 0.043 TL 12.00 PV 0.1 Pipe: 18 -38.2 1.380 PL 3.00 PF 1.2 18 16.7 5.6 11.9 19.3 8.2 100 FTG T PE 0.0 22T 16.7 0.0 13.0 0.0 0.159 TL 7.28 PV 0.5 Pipe: 19 -19.7 1.380 PL 3.00 PF 0.3 19 20.3 5.6 12.4 19.7 4.2 100 FTG T PE 0.0 23T 20.3 0.0 12.8 0.0 0.047 TL 7.28 PV 0.1 Pipe: 20 -135.3 2.067 PL 3.67 PF 2.5 21T. 13.3 0.0 12.9 0.0 12.9 100 FTG T PE 1.6 21B 9.7 0.0 16.9 0.0 0.230 TL 10.81 PV 1.1 Pipe: 21 -74.1 2.067 PL 7.00 PF 1.1 22T 16.7 0.0 13.0 0.0 7.1 100 FTG T PE 3.0 22B 9.7 0.0 17.1 0.0 0.076 TL 14.14 PV 0.3 Pipe: 22 -19.7 2.067 PL 10.67 PF 0.1 23T 20.3 0.0 12.8 0.0 1.9 100 FTG T PE 4.6 23B 9.7 . 0.0 17.5 0.0 0.007 TL 17.81 PV 0.0 Pipe: 23 - 117.3 4.260 PL 12.00 PF 0.1 20 9.7 0.0 16.9 0.0 2.6 100. FTG - - -- PE .0.0 21B 9.7 0.0 16.9 0.0 0.005 TL 12.00 PV 0.0 Pipe: 24 -252.7 4.260 PL 10.00 PF 0.2 21B 9.7 0.0 16.9 0.0 5.7 100 FIG - - -- PE 0.0 22B 9.7 0.0 17.1 0.0 0.022 TL 10.00 PV 0.2 Pipe: 25 -326.8 4.260 PL 10.00 PF 0.3 22B 9.7 0.0 17.1 0.0 7.4 100 FTG - - -- PE 0.0 23 B 9.7 0.0 17.5 0.0 0.035 TL 10.00 PV 0.4 Pipe: 26 -346.5 4.260 PL 18.00 PF 1.3 23B 9.7 0.0 17.5 0.0 7.8 100 FTG T PE 0.0 24 9.7 0.0 18.7 0.0 0.039 TL 32.27 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 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 -346.5 4.260 PL 60.00 PF 2.9 24 9.7 0.0 18.7 0.0 7.8 100 FTG T PE 0.0 25 9.7 0.0 21.6 0.0 0.039 TL 74.27 PV 0.4 Pipe: 28 -346.5 4.260 PL 90.00 PF 4.0 25 9.7 0.0 21.6 0.0 7.8 100 FTG T PE 0.0 26 9.7 0.0 25.7 0.0 0.039 TL 104.27 PV 0.4 Pipe: 29 -346.5 4.260 PL 120.00 PF 4.9 26 9.7 0.0 25.7 0.0 7.8 100 FTG E PE 0.0 27 9.7 0.0 30.6 0.0 0.039 TL 127.14 PV 0.4 Pipe: 30 -346.5 4.260 PL 7.00 PF 1.7 27 9.7 0.0 30.6 0.0 7.8 100 FTG 2TGD PE 3.8 F -$ 1.0 0.0 36.1 0.0 0.039 TL 44.11 PV 0.4 Pipe: 31 -346.5 4.150 PL 6.00 PF 0.5 F -S 1.0 0.0 36.1 0.0 8.2 140 FTG E PE 1.7 BASE -3.0 0.0 38.2 0.0 0.024 TL 19.30 PV 0.5 Pipe: 32 -346.5 4.23 PL 80.00 PF 2.7 BASE -3.0 0.0 38.2 0.0 7.9 150 FTG 2ET PE 0.0 A -3.0 0.0 40.9 0.0 0.019 TL 140.44 PV 0.4 Pipe: 33 -346.5 4.230 PL 20.00 PF 1.9 A , -3.0 0.0 40.9 0.0 7,9 150 FTG ETC PE 0.0 B -3.0 H.S. 42.8 100.0 0.019 TL 98.58 PV 0.4 Pipe: 34 -446.5 7.980 PL 500.00 PF 0.8 B -3.0 H.S. 42.8 100.0 2.9 150 FTG 2ETG PE -1.9 TEST 1.5 SRCE 41.7 (N /A) 0.001 TL 613.33 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 428L203 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 0.002 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.9 ft /sec at pipe 20. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00. 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/06/1994 SBL -4 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 WATER SUPPLY CURVE LJF�TE� 4= NAL Y�I Static: 54.00 psi Pesid: 40.00 psi Flow: 1110.0 gpm 60.0 LEGEND 1 � Available pressure 51.40 psi 0 446.5 gpm 7j Required pressure 2741 41.67 psi 2 446.5 gpm 50.0 1 40.0 2 ' a W w 30.0 w a a w c E 20.0 10.0 0.0 -14.7 1 1 1 1 1 I 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR SUNBELT LIVING CENTER \� DESIGN AREA 4 PASCO COUNTY, FLORIDA DATE: 11 -06 -96 DESIGN DATA: UNUSED ATTIC SPACE DESIGN AREA 4 OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM / SQ. FT. AREA OF APPLICATION: 1950 SQ. FT. (DRY SYSTEM) MAXIMUM COVERAGE PER SPRINKLER: 130 SQ. FT. ACTUAL COVERAGE PER SPRINKLER: 130 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 19 SPRINKLERS TOTAL WATER REQUIRED AT CITY CONNECTION: 447 GPM @ 42 PSI ENGINEER OF RECORD: LEMING ASSOCIATES, INC. 22 W. LAKE BEAUTY DRIVE SUITE 307 ORLANDO, FLORIDA 32806 JOE BILLY LEMING, P.E. AUTHORITY HAVING JURISDICTION: CITY OF ORLANDO HYDRAULIC PLACARD INFORMATION LOCATION: UNUSED ATTIC SPACE DESIGN AREA 4 NO. OF SPRINKLERS: 19 SPRINKLERS BASIS OF DESIGN: DENSITY: .10 GPM / SQ. FT. DESIGNED AREA OF DEMAND: 1950 SQ. FT. SYSTEM DEMAND: GPM REQUIRED AT BASE OF RISER 9346.5 GPM PSI REQUIRED AT BASE OF RISER 38.2 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page SBL -4 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 54.0 40.0 1110.0 51.4 446.5 41.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 446.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 346.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) 1 9.7 K= 5.60 9.2 17.0 2 9.7 K= 5.60 10.0 17.7 3 9.7 K= 5.60 11.4 18.9 4 9.7 K= 5.60 14.3 21.2 5 9.7 K= 5.60 14.1 21.1 6 9.7 K= 5.60 14.7 21.5 7 9.7 K= 5.60 7.0 14.8 8 9.7 K= 5.60 7.8 15.7 9 13.3 K= 5.60 7.2 15.0 10 13.3 K= 5.60 8.0 15.9 11 13.3 K= 5.60 9.8 17.6 12 13.3 K= 5.60 10.8 18.4 13 13.3 K= 5.60 11.2 18.8 14 13.3 K= 5.60 11.7 19.2 15 16.7 K= 5.60 9.5 17.2 16 16.7 K= 5.60 11.1 18.7 17 16.7 K= 5.60 11.4 18.9 18 16.7 K= 5.60 11.9 19.3 19 20.3 K= 5.60. 12.4 19.7 20 9.7 - - - - 16.9 - - 21T 13.3 - - - - 12.9 - - - 21B 9.7 - - - - 16.9 - - - 22T 16.7 - - - - 13.0 - - - 22B 9.7 - - - - 17.1 - - - 23T 20.3 - - - - 12.8 - - - 23B 9.7 - - - - 17.5 - - - 24 9.7 - - - - 18.7 - - - 25 9.7 - - - - 21.6 - - - 26 9.7 - - - - 25.7 - - - 27 9.7 - - - - 30.6 - - - F -S 1.0 - - - - 36.1 - - - BASE -3.0 - - - - 38.2 - - - A -3.0 - - - - 40.9 - - - B -3.0 HOSE STREAM 42.8 100.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) TEST 1.5 SOURCE 41.7 446.5 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 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 -17.0 1.049 PL 6.00 PF 0.8 1 9.7 5.6 9.2 17.0 6.3 100 FTG - - -- PE 0.0 2 9.7 5.6 10.0 17.7 0.135 TL 6.00 PV 0.3 Pipe: 2 -34.7 1.380 PL 10.00 PF 1.3 2 9.7 5.6 10.0 17.7 7.5 100 FTG - - -- PE 0.0 3 9.7 5.6 11.4 18.9 0.133 TL 10.00 PV 0.4 Pipe: 3 -53.6 1.380 PL 10.00 PF 3.0 3 9.7 5.6 11.4 18.9 11.5 100 FTG - - -- PE 0.0 4 9.7 5.6 14.3 21.2 0.297 TL 10.00 PV 0.9 Pipe: 4 -74.8 1.610 PL 4.00 PF 2.5 4 9.7 5.6 14.3 21.2 11.8 100 FTG T PE 0.0 20 9.7 0.0, 16.9 0.0 0.260 TL 9.71, PV 0.9 Pipe: 5 -21.1 1.380 PL 10.00 PF 0.5 5 9.7 5.6 14.1 21.1 4.5 100 FTG - - -- PE 0.0 6 9.7 5.6 14.7 21.5 0.053 TL 10.00 PV 0.1 Pipe: 6 -42.5 1.380 PL 7.00 PF 2.2 6 9.7 5.6 14.7 21.5 9.1 100 FTG T PE 0.0 20 9.7 0.0 16.9 0.0 0.193 TL 11.28 PV 0.6 Pipe: 7 -14.8 1.049 PL 8.00 PF 0.8 7 9.7 5.6 7.0 14.8 5.5 100 FTG - -- PE 0.0 8 9.7 5.6 7.8 15.7 0.105 TL 8.00 PV 0.2 Pipe: 8 -30.5 1.610 PL 10.00 PF 0.9 8 9.7 5.6 7.8 15.7 4.8 100 FTG ET PE -1.6 9 13.3 5.6 7.2 15.0 0.049 TL 18.56 PV 0.2 Pipe: 9 -45.5 1.610 PL 8.00 PF 0.8 9 13.3 5.6 7.2. 15.0 7.2 100 FTG - - -- PE 0.0 10 13.3 5.6 8.0 15.9 0.104 TL 8.00 PV 0.3 Pipe: 10 -61.4 1.610 PL 10.00 PF 1.8 10 13.3 5.6 8.0 15.9 9.7 100 FTG - - -- PE 0.0 11 13.3 5.6 9.8 17.6 0.180 TL 10.00 PV 0.6 Pipe: 11 -78.9 2.067 PL 12.00 PF 1.0 11 13.3 5.6 9.8 17.6 7.5 100 FPG - - -- PE 0.0 12 13.3 5.6 10.8 18.4 0.085 TL 12.00 PV 0.4 Pipe: 12 -97.4 2.067 PL 9.00 PF 2.0 12 13.3 5.6 10.8 18.4 9.3 100 FTG T PE 0.0 21T 13.3 0.0 12.9 0.0 0.125 TL 16.14 PV 0.6 Pipe: 13 -18.8 1.380 PL 12.00 PF 0.5 13 13.3 5.6 11.2 18.8 4.0 100 FTG - - -- PE 0.0 14 13.3 5.6 11.7 19.2 0.043 TL 12.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT pISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 -37.9 1.380 PL 3.00 PF 1.1 14 13.3 5.6 11.7 19.2 8.1 100 FTG T PE 0.0 21T 13.3 0.0 12.9 0.0 0.157 TL 7.28 PV 0.4 Pipe: 15 -17.2 1.049 PL 12.00 PF 1.7 15 16.7 5.6 9.5 17.2 6.4 100 FTG - - -- PE 0.0 16 16.7 5.6 11.1 18.7 0.139 TL 12.00 PV 0.3 Pipe: 16 -35.9 1.380 PL 9.00 PF 1.9 16 16.7 5.6 11.1 18.7 7.7 100 FTG T PE 0.0 22T 16.7 0.0 13.0 0.0 0.142 TL 13.28 PV 0.4 Pipe: 17 -18.9 1.380 PL 12.00 PF 0.5 17 16.7 5.6 11.4 18.9 4.0 100 FTG - - -- PE 0.0 18 16.7 5.6 11.9 19.3 0.043 TL 12.00 PV 0.1 Pipe: 18 -38.2 1.380 PL 3.00 PF 1.2 18 16.7 5.6 11.9 19.3 8.2 100 FTG T PE 0.0 22T 16.7 0.0 13.0 0.0 0.159 TL 7.28 PV 0.5 Pipe: 19 -19.7 1.380 PL 3.00 PF 0.3 19 20.3 5.6 12.4 19.7 4.2 100 FTG T PE 0.0 23T 20.3 0.0 12.8 0.0 0.047 TL 7.28 PV 0.1 Pipe: 20 -135.3 2.067 PL 3.67 PF 2.5 21T 13.3 0.0 12.9 0.0 12.9 100 FTG T PE 1.6 21B 9.7 0.0 16.9 0.0 0.230 TL 10.81 PV 1.1 Pipe: 21 -74.1 2.067 PL 7.00 PF 1.1 22T 16.7 0.0 13.0 0.0 7.1 100 FTG T PE 3.0 22B 9.7 0.0 17.1 0.0 0.076 TL 14.14 PV 0.3 Pipe: 22 -19.7 2.067 PL 10.67 PF 0.1 23T 20.3 0.0 12.8 0.0 1.9 100 FTG T PE 4.6 23B 9.7 0.0 17.5 0..0 0.007 TL 17.81 PV 0.0 Pipe: 23 -117.3 4.260 PL. 12.00 PF 0.1 20 9.7 0.0 16.9 0.0 2.6 100 FTG - - -- PE 0.0 21B 9.7 0.0 16.9 0.0 0.005 TL 12.00 PV 0.0 Pipe: 24 -252.7 4.260 PL 10.00 PF 0.2 21B 9.7 0.0 16.9 0.0 5.7 100 FfiG - - -- PE 0.0 22B 9.7 0.0 17.1 0.0 0.022 TL 10.00 PV 0.2 Pipe: 25 -326.8 4.260 PL 10.00 PF 0.3 22B 9.7 0.0 17.1 0.0 7.4 100 FTG - - -- PE 0.0 23B 9.7 0.0 17.5 0.0 0.035 TL 10.00 PV 0.4 Pipe: 26 -346.5 4.260 PL 18.00 PF 1.3 23B 9.7 0.0 17.5 0.0 7.8 100 FTG T PE 0.0 24 9.7 0.0 18.7 0.0 0.039 TL 32.27 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 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 -346.5 4.260 PL 60.00 PF 2.9 24 9.7 0.0 18.7 0.0 7.8 100 FTG T PE 0.0 25 9.7 0.0 21.6 0.0 0.039 TL 74.27 PV 0.4 Pipe: 28 -346.5 4.260 PL 90.00 PF 4.0 25 9.7 0.0 21.6 0.0 7.8 100 FTG T PE 0.0 26 9.7 0.0 25.7 0.0 0.039 TL 104.27 PV 0.4 Pipe: 29 -346.5 4.260 PL 120.00 PF 4.9 26 9.7 0.0 25.7 0.0 7.8 100 FTG E PE 0.0 27 9.7 0.0 30.6 0.0 0.039 TL 127.14 PV 0.4 Pipe: 30 -346.5 4.260 PL 7.00 PF 1.7 27 9.7 0.0 30.6 0.0 7.8 100 FTG 2TGD PE 3.8 F -S 1.0 0,0 36.1 0.0 0.039 TL 44.11 PV 0.4 Pipe: 31 -346.5 4.150 PL 6.00 PF 0.5 F -S 1.0 0.0 36.1 0.0 8.2 140 FTG E PE 1.7 BASE -3.0 0.0 38.2 0.0 0.024 TL 19.30 PV 0.5 Pipe: 32 -346.5 4.230 PL 80.00 PF 2.7 BASE -3.0 0.0 38.2 0.0 7.9 150 FTG 2ET PE 0.0 A -3.0 0.0 40.9 0.0 0.019 TL 140.44 PV 0.4 Pipe: 33 -346.5 4.230 PL 20.00 PF 1.9 A -3.0 0.0 40.9 0.0 7.9 150 FTG ETC PE 0.0 B -3.0 H.S. 42.8 100.0 0.019 TL 98.58 PV 0.4 Pipe: 34 -446.5 7.980 PL 500.00 PF 0.8 B -3.0 H.S. 42.8 100.0 2.9 150 FTG 2ETG PE -1.9 TEST 1.5 SRCE 41.7 (N /A) 0.001 TL 613.33 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 428L203 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 0.002 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.9 ft /sec at pipe 20. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD -PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/06/1994 SBL -4 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 WATER SUPPLY CURVE LJF�TE IJPPL_ F-iL_ I Static: 54.00 psi Resid: 40.00 psi Flow: 1110.0 gpm LEGEND 60.0 1� Available pressure 51.40 psi 446.5 gpm 2 � Required pressure 41.67 psi 446.5 gpm 50.0 - 1 40.0 - 2 � a w a 30.0 - w a a w 0 20.0 - 10.0 0.0 - -14.7 I 1 i 1 1 a 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR SUNBELT LIVING CENTER DESIGN AREA 3 PASCO COUNTY, FLORIDA DATE: 11 -06 -96 DESIGN DATA: NURSING HOME DESIGN AREA 3 OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM / SQ. FT. AREA OF APPLICATION: 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER: 225 SQ. FT. ACTUAL COVERAGE PER SPRINKLER: VARY SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 12 SPRINKLERS TOTAL WATER REQUIRED AT CITY CONNECTION: 316 GPM @ 40 PSI ENGINEER OF RECORD: LEMING ASSOCIATES, INC. 22 W. LAKE BEAUTY DRIVE SUITE 307 ORLANDO, FLORIDA 32806 JOE BILLY LEMING, P.E. AUTHORITY HAVING JURISDICTION: CITY OF ORLANDO HYDRAULIC PLACARD INFORMATION LOCATION: NURSING HOME DESIGN AREA 3 NO. OF SPRINKLERS: 12 SPRINKLERS BASIS OF DESIGN: DENSITY: .10 GPM / SQ. FT. DESIGNED AREA OF DEMAND: 1500 SQ. FT. SYSTEM DEMAND: GPM REQUIRED AT BASE OF RISER : + 215.7 GPM PSI REQUIRED AT BASE OF RISER 39.6 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/06/1994 SBL -3 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 54.0 40.0 1110.0 52.6 315.7 40.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 315.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.0 K= 5.60 7.0 14.8 2 8.0 K= 5.60 7.5 15.3 3 8.0 K= 5.60 7.3 15.2 4 8.0 K= 5.60 8.8 16.6 5 8.0 K= 5.60 9.2 17.0 6 8.0 K= 5.60 12.6 19.9 7 8.0 K= 5.60 11.2 18.7 8 8.0 K= 5.60 9.1 16.9 9 8.0 K= 5.60 10.1 17.8 10 8.0 K= 5.60 12.9 20.1 11 8.0 K= 5.60 14.2 21.1 12 8.0 K= 5.60 16.0 22.4 14 9.0 - - - - 7.8 - - - 15 9.0 - - - - 8.9 - - - 16 9.0 - - - - 9.3 - - - 17 9.0 - - - - 12.5 - - - 18 9.0 - - - 13.2 - - - 19 9.0 - - - - 15.1 - - - 20 9.0 - - - - 16.0 - - - 21 9.0 - - - - 16.9 - - - 22 9.0 - - - - 18.7 - - - 23 9.0 - - - - 18.8 - - - 24 9.0 - - - - 19.0 - - - 25 9.0 - - - - 20.4 - - - 26 9.0 - - - - 22.7 ° - - - 27 9.0 - - - - 27.2 - - - 28 9.0 - - - - 33.1 - - - F-S 1.0 - - - - 37.7 - - - BASE -3.0 - - - - 39.6 - - - A -3.0 - - - - 40.7 - - - B -3.0 HOSE STREAM 41.5 100.0 TEST 1.5 SOURCE 40.0 315.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 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 -14.8 1.049 PL 6.17 PF 0.5 1 8.0 5.6 7.0 14.8 5.5 120 FTG - - -- PE 0.0 2 8.0 5.6 7.5 15.3 0.075 TL 6.17 PV 0.2 Pipe: 2 -30.1 1.380 PL 16.50 PF 1.9 2 8.0 5.6 7.5 15.3 6.5 120 FTG ET PE -0.4 15 9.0 0.0 8.9 0.0 0.073 TL 25.50 PV 0.3 Pipe: 3 -15.2 1.049 PL 10.00 PF 0.9 3 8.0 5.6 7.3 15.2 5.6 120 FTG E PE -0.4 14 9.0 0.0 7.8 0.0 0.078 TL 12.00 PV 0.2 Pipe: 4 -15.2 1.049 PL 6.33 PF 0.5 14 9.0 0.0 7.8 0.0 5.6 120 FTG - - -- PE 0.4 4 8.0 5.6 8.8 16.6 0.078 TL 6.33 PV 0.2 Pipe: 5 -31.7 1.380 PL 7.00 PF 0.6 4 8.0 5.6 8.8 16.6 6.8 120 FTG - - -- PE -0.4 15 9.0 0.0 8.9 0.0 0.080 TL 7.00 PV 0.3 Pipe: 6 -61.8 1.610 PL 3.50 PF 0.5 15 9.0 0.0 8.9 0.0 9.7 120 FTG - - -- PE 0.0 16 9.0 0.0 9.3 0.0 0.130 TL 3.50 PV 0.6 Pipe: 7 -17.0 1.049 PL 1.00 PF 0.6 5 8.0 5.6 9.2 17.0 6.3 120 FTG T PE -0.4 16 9.0 0.0 9.3 0.0 0.096 TL 6.00 PV 0.3 Pipe: 8 -78.8 1.610 PL 14.00 PF 2.9 16 9.0 0.0 9.3 0.0 12.4 120 FTG - - -- PE 0.4 6 8.0 5.6 12.6 19.9 0.204 TL 14.00 PV 1.0 Pipe: 9 - 98.7 1.610 PL 13.00 PF 6.5 6 8.0 5.6 12.6 19.9 15.6 120 FTG T PE -0.4 22 9.0 0.0 18.7 0.0 0.310 TL 21.00 PV 1.6 Pipe: 10 -18.7 1.049 PL 13.50 PF 1.8 7 8.0 5.6 11.2 18.7 7.0 120 FTG E PE -0.4 17 9.0 0.0 12.5 0.0 0.115 TL 15.50 PV 0.3 Pipe: 11 -18.7 1.049 PL 6.00 PF 0.7 17 9.0 0.0 12.5 0.0 7.0 120 FTG - - -- PE 0.0 18 9.0 0.0 13.2 0.0 0.115 TL 6.00 PV 0.3 Pipe: 12 -16.9 1.049 PL 8.00 PF 1.0 8 8.0 5.6 9.1 16.9 6.3 120 FTG E PE 0.0 9 8.0 5.6 10.1 17.8 0.095 TL 10.00 PV 0.3 Pipe: 13 -34.7 1.049 PL 5.00 PF 3.6 9 8.0 5.6 10.1 17.8 12.9 120 FTG T PE -0.4 18 9.0 0.0 13.2 0.0 0.360 TL 10.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISSC. VEL(FPS) HW(C) (FT) (PSI). NODES (FT) (K) (PSI) Pipe: 14 -53.4 1.380 PL 9_00 PF 1.9 18 9.0 0.0 13.2 0.0 11.4 0.210 TL 9.00 PV 0.9 19 9.0 0.0 15.1 0.0 Pipe: 15 -53.4 1.610 PL 9.00 PF 0.9 • PE 0.0 19 9.0 0.0 15.1 0.0 8.4 0.099 TL 9.00 PV 0.5 20 9.0 0.0 16.0 0.0 Pipe: 16 -53.4 1.610 PL 9_50 PF 0.9 20 9.0 0.0 16.0 0.0 8.4 0.099 TL 9.50 PV 0. 21 9.0 0.0 16.9 0.0 Pipe: 17 -53.4 1.610 PL 11.00, PF 1.9 21 9.0 0.0 16.9 0.0 8.4 0.099 TL 19.00 PV 0.5 23 9.0 0.0 18.8 0.0 Pipe: 18 -20.1 1.049 PL 10.00 PF 1.3 10 8.0 5.6 12.9 20.1 7.5 120 FTG PE 0.0 11 8.0 5.6 14.2 21.1 0.131 TL 10.00 PV 0.4 Pipe: 19 -41.2 1.380 PL 14.00 PF 1.8 11 8.0 5.6 14.2 21.1 8.8 120 FTG PE 0.0 12 8.0 5.6 16.0 22.4 0.130 TL 14.00 PV 0.5 Pipe: 20 -63.6 1.610 PL 17.00 PF 3.4 12 8.0 5.6 16.0 22.4 10.0 120 FTG T , PE -0.4 24 9.0 0.0 19.0 0.0 0.137 TL 25.00 PV 0.7 Pipe: 21 -98.7 3.260 PL 13.00 PF 0.1 22 9.0 0.0 18.7 0.0 3.8 120 FTG PE 0.0 23 9.0 0.0 18.8 0.0 0.010 TL 13.00 PV 0.1 Pipe: 22 -152.1 3.260 PL 8.50 PF 0.2 23 9.0 0.0 18.8 0.0 5.8 120 FTG PE 0.0 24 9.0 0.0 19.0 0.0 0.022 TL 8.50 PV 0.2 Pipe: 23 -215.7 3.260 PL 15.50 PF 1.4 24 9.0 0.0 19.0 0.0 8.3 120 FTG T PE 0.0 25 9.0 0.0 20.4 0.0 0.042 TL 32.50 PV 0.5 Pipe: 24 - 215.7 3.260 PL 37.00 PF 2.3 25 9.0 0.0 20.4 0.0 8.3 120 F'I'G T PE 0.0 26 9.0 0.0 22.7 0.0 0.042 TL 54.00 PV 0.5 Pipe: 25 -215.7 3.260 PL 89.00 PF 4.5 26 9.0 0.0 22.7 0.0 8.3 120 FTG T PE 0.0 27 9.0 0.0 27.2 0.0 0.042 TL 106.00 PV 0.5 Pipe: 26 -215.7 3.260 PL 122.00 PF 5.9 27 9.0 0.0 27.2 0.0 8.3 120 FTG T PE 0.0 28 9.0 0.0 33.1 0.0 0.042 TL 139.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 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 -215.7 3.260 PL 7.00 PF 1.1 28 9.0 0.0 33.1 0.0 8.3 120 FTG CG PE 3.5 F -S 1.0 0.0 37.7 0.0 0.042 TL 27.00 PV 0.5 Pipe: 28 -215.7 4.150 PL 6.00 PF 0.2 F -S 1.0 0.0 37.7 0.0 5.1 140 FTG E PE 1.7 BASE -3.0 0.0 39.6 0.0 0.010 TL 19.30 PV 0.2 Pipe: 29 -215.7 4.230 PL 80.00 PF 1.1 BASE -3.0 0.0 39.6 0.0 4.9 150 FTG 2ET PE 0.0 A -3.0 0.0 40.7 0.0 0.008 TL 140.44 PV 0.2 Pipe: 30 -215.7 4.230 PL 20.00 PF 0.8 A -3.0 0.0 40.7 0.0 4.9 150 FTG ETC PE 0.0 B -3.0 H.S. ; 41.5 100.0 0.008 TL 98.58 ; PV 0.2 Pipe: 31 -315.7 7.980 PL 500.00 PF 0.4 B -3.0 H.S. 41.5 100.0 2.0 150 FTG 2ETG PE -1.9 TEST 1.5 SRCE 40.0 (N /A) 0.001 TL 613.33 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 428L203 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 0.003 gpm and a maximum imbalance at any node of 0.104 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.6 ft /sec at pipe 9. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/06/1994 SBL -3 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 WATER SUPPLY CURVE LJ�TEQ �IJPPL -Y r=1 f=1L —YS Static: 54.00 psi Resid: 40.00 psi Flow: 1110.0 gpm 60.0 LEGEND 1 � Available pressure 52.63 psi e 315.7 gpm Required pressure 2 39.98 psi 315.7 gpm 50.0 40.0 a w a 30.0 w a a w CD 20.0 10.0 0.0 - -14.7 [ 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR SUNBELT LIVING CENTER k DESIGN AREA 2 PASCO COUNTY, FLORIDA \` DATE: 11 -06 -96 DESIGN DATA: UNUSED ATTIC SPACE DESIGN AREA 2 OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM / SQ. FT. AREA OF APPLICATION: 1950 SQ. FT. (DRY SYSTEM) MAXIMUM COVERAGE PER SPRINKLER: 130 SQ. FT. ACTUAL COVERAGE PER SPRINKLER: 130 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 19 SPRINKLERS TOTAL WATER REQUIRED AT CITY CONNECTION: 446 GPM @ 38 PSI ENGINEER OF RECORD: LEMING ASSOCIATES, INC. 22 W. LAKE BEAUTY DRIVE SUITE 307 ORLANDO, FLORIDA 32806 JOE BILLY LEMING, P.E. AUTHORITY HAVING JURISDICTION: CITY OF ORLANDO HYDRAULIC PLACARD INFORMATION LOCATION: UNUSED ATTIC SPACE DESIGN AREA 2 NO. OF SPRINKLERS: 19 SPRINKLERS BASIS OF DESIGN: DENSITY: .10 GPM / SQ. FT. DESIGNED AREA OF DEMAND: 1950 SQ. FT. SYSTEM DEMAND: GPM REQUIRED AT BASE OF RISER ,346.4 GPM PSI REQUIRED AT BASE OF RISER 34.5 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/06/1994 SBL -2 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 WATER SUPPLY DATA SOURCE RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 54.0 40.0 1110.0 51.4 446.4 37.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 446.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 346.4 GPM NODE ANALYSIS DATA NQDE TAG ELEVATION NODE TYPE ;PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.7 K= 5.60 9.2 17.0 2 9.7 K= 5.60 10.0 17.7 3 9.7 K= 5.60 11.4 18.9 4 9.7 K= 5.60 14.3 21.2 5 9.7 K= 5.60 14.1 21.1 6 9.7 K= 5.60 14.7 21.4 7 9.7 K= 5.60 7.0 14.8 8 9.7 K= 5.60 7.8 15.7 9 13.3 K= 5.60 7.2 15.0 10 13.3 K= 5.60 8.0 15.9 11 13.3 K= 5.60 9.8 17.6 12 13.3 K= 5.60 10.8 18.4 13 13.3 K= 5.60 11.2 18.8 14 13.3 K= 5.60 11.7 19.2 15 16.7 K= 5.60 9.5 17.2 16 16.7 K= 5.60 11.1 18.7 17 16.7 K= 5.60 11.4 18.9 18 16.7 K= 5.60 11.9 19.3 19 20.3 K= 5.60 12.4 19.7 20 9.7 - - 16.8 - - - 21T 13.3 - - 12.9 - - - 21B 9.7 - - - - 16.9 -- - - 22T 16.7 - - - - 13.0 - - - 22B 9.7 - - - - 17.1 - - - 23T 20.3 - - - - 12.8 - 23B 9.7 - - - - 17.5 - - 24 9.7 - - - - 18.7 - - 25 9.7 - - - - 22.9 - - - 26 9.7 - - - _ 26.8 - - - F -S 1.0 - - - - 32.3 - - - BASE -3.0 - - - - 34.5 - - - A -3.0 - - - - 37.2 - - - B -3.0 HOSE STREAM 39.0 100.0 TEST 1.5 SOURCE 37.9 446.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 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 -17.0 1.049 PL 6.00 PF 0.8 1 9.7 5.6 9.2 17.0 6.3 100 FTG - - -- PE 0.0 2 9.7 5.6 10.0 17.7 0.135 TL 6.00 PV 0.3 Pipe: 2 -34.7 1.380 PL 10.00 PF 1.3 2 9.7 5.6 10.0 17.7 7.5 100 FTG - - -- PE 0.0 3 9.7 5.6 11.4 18.9 0.133 TL 10.00 PV 0.4 Pipe: 3 -53.6 1.380 PL 10.00 PF 3.0 3 9.7 5.6 11.4 18.9 11.5 100 FTG - - -- PE 0.0 4 9.7 5.6 14.3 21.2 0.297 TL 10.00 PV 0.9 Pipe: 4 -74.8 1.610 PL 4.00 PF 2.5 4 9.7 5.6 14.3 21.2 11.8 100 FTG T PE 0.0 20 9.7 0.0 16.8 0.0 , 0.260 TL 9.71 PV 0.9 , Pipe: 5 -21.1 1.380 PL 10.00 PF 0.5 5 9.7 5.6 14.1 21.1 4.5 100 FTG - - -- PE 0.0 6 9.7 5.6 14.7 21.4 0.053 TL 10.00 PV 0.1 Pipe: 6 -42.5 1.380 PL 7.00 PF 2.2 6 9.7 5.6 14.7 21.4 9.1 100 FTG T PE 0.0 20 9.7 0.0 16.8 0.0 0.193 TL 11.28 PV 0.6 Pipe: 7 -14.8 1.049 PL 8.00 PF 0.8 7 9.7 5.6 7.0 14.8 5.5 100 FTG - - -- PE 0.0 8 9.7 5.6 7.8 15.7 0.105 TL 8.00 PV 0.2 Pipe: 8 -30.5 1.610 PL 10.00 PF 0.9 8 9.7 5.6 7.8 15.7 4.8 100 FTG ET PE -1.6 9 13.3 5.6 7.2 15.0 0.049 TL 18.56 PV 0.2 Pipe: 9 -45.5 1.610 PL 8.00 PF 0.8 9 13.3 5.6 7.2 15.0 7.2 100 FTG - - -- PE 0.0 10 13.3 5.6 8.0 15.9 0.104 TL 8.00 PV 0.3 Pipe: 10 -61.4 1.610 PL 10.00 PF 1.8 10 13.3 5.6 8.0 15.9 9.7 100 FTG - - -- PE 0.0 11 13.3 5.6 9.8 17.6 0.180 TL 10.00 PV 0.6 Pipe: 11 -78.9 2.067 PL 12.00 PF 1.0 11 13.3 5.6 9.8 17.6 7.5 100 F'I'G - - -- PE 0.0 12 13.3 5.6 10.8 18.4 0.085 TL 12.00 PV 0.4 Pipe: 12 -97.4 2.067 PL 9.00 PF 2.0 12 13.3 5.6 10.8 18.4 9.3 100 FTG T PE 0.0 21T 13.3 0.0 12.9 0.0 0.125 TL 16.14 PV 0.6 Pipe: 13 -18.8 1.380 PL 12.00 PF 0.5 13 13.3 5.6 11.2 18.8 4.0 100 FTG - - -- PE 0.0 14 13.3 5.6 11.7 19.2 0.043 TL 12.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 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 -37.9 1.380 PL 3.00 PF 1.1 14 13.3 5.6 11.7 19.2 8.1 100 FTG T PE 0.0 21T 13.3 0.0 12.9 0.0 0.157 TL 7.28 PV 0.4 Pipe: 15 -17.2 1.049 PL 12.00 PF 1.7 15 16.7 5.6 9.5 17.2 6.4 100 FTG - - -- PE 0.0 16 16.7 5.6 11.1 18.7 0.139 TL 12.00 PV 0.3 Pipe: 16 -35.9 1.380 PL 9.00 PF 1.9 16 16.7 5.6 11.1 18.7 7.7 100 FTG T PE 0.0 22T 16.7 0.0 13.0 0.0 0.142 TL 13.28 PV 0.4 Pipe: 17 -18.9 1.380 PL 12.00 PF 0.5 17 16.7 5.6 11.4 18.9 4.0 100 FTG - - -- PE 0.0 18 16.7 5.6 11.9 19.3 0.043 TL 12.00 PV 0.1 , Pipe: 18 -38.2 1.380 PL 3.00 PF 1.2 18 16.7 5.6 11.9 19.3 8.2 100 FTG T PE 0.0 22T 16.7 0.0 13.0 0.0 0.158 TL 7.28 PV 0.5 Pipe: 19 -19.7 1.380 PL 3.00 PF 0.3 19 20.3 5.6 12.4 19.7 4.2 100 FTG T PE 0.0 23T 20.3 0.0 12.8 0.0 0.047 TL 7.28 PV 0.1 Pipe: 20 -135.3 2.067 PL 3.67 PF 2.5 21T 13.3 0.0 12.9 0.0 12.9 100 FTG T PE 1.6 21B 9.7 0.0 16.9 0.0 0.230 TL 10.81 PV 1.1 Pipe: 21 -74.1 2.067 PL 7.00 PF 1.1 22T 16.7 0.0 13.0 0.0 7.1 100 FTG T PE 3.0 22B 9.7 0.0 17.1 0.0 0.076 TL 14.14 PV 0.3 Pipe: 22 -19.7 2.067 PL 10.67 PF 0.1 23T 20.3 0.0 12.8 0.0 1.9 100 FTG T PE 4.6 23B 9.7 0.0 17.5 0.0 0.007 TL 17.81 PV 0.0 Pipe: 23 -117.3 4.260 PL 12.00 PF 0.1 20 9.7 0.0 16.8 0.0 2.6 100 FTG - - -- PE 0.0 21B 9.7 0.0 16.9 0.0 0.005 TL 12.00 PV 0.0 Pipe: 24 -252.6 4.260 PL 10.00 PF 0.2 21B 9.7 0.0 16.9 0.0 5.7 100 FTG - - -- PE 0.0 22B 9.7 0.0 17.1 0.0 0.022 TL 10.00 PV 0.2 Pipe: 25 -326.7 4.260 PL 10.00 PF 0.3 22B 9.7 0.0 17.1 0.0 7.4 100 FTG - - -- PE 0.0 23B 9.7 0.0 17.5 0.0 0.035 TL 10.00 PV 0.4 Pipe: 26 -346.4 4.260 PL 18.00 PF 1.3 23B 9.7 0.0 17.5 0.0 7.8 100 FTG T PE 0.0 24 9.7 0.0 18.7 0.0 0.039 TL 32.27 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/06/199 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) (PSD NODES (FT) (K) (PSI) (GPM) Pipe: 27 -346.4 4.260 PL 94.00 PF 4.2 24 9.7 0.0 18.7 0.0 7.8 0.009 TL PV 0.4 25 9.7 0.0 22.9 0.0 Pipe: 27A -346.4 4.260 PL 94.00 PF 3.9 25 9.7 0.0 22.9 0.0 7.8 0.009 TL PV 0.4 26 9.7 0.0 26.8 0.0 Pipe: 27B -346.4 4.260 PL 7.00 PF 1.7 8 26 9.7 0.0 26.8 0.0 7.8 0. FTG 44T1D P 3 .8 F -S 1.0 0.0 32.3 0.0 Pipe: 28 -346.4 4.150 PL 6.00 PF 0.5 F -S 1.0 0.0 32.3 0.0 8.2 140 FTG E PE 1.7 BASE -3.0 0.0 34.5 0.Q 0.024 TL 19.30 PV 0.5 Pipe: 29 -346.4 4.230 PL 80.00 PF 2.7 BASE -3.0 0.0 34.5 0.0 7.9 0.150 FTG 140 T P 0. A -3.0 0.0 37.2 0.0 Pipe: 30 -346.4 4.230 PL 20.00 PF 1.9 A -3.0 0.0 37.2 0.0 7.9 150 FTG ETC PE 0.0 B -3.0 H.S. 39.0 100.0 0.019 TL 98.58 PV 0.4 Pipe: 31 -446.4 7.980 PL 500.00 PF 0.8 B -3.0 H.S. 39.0 100.0 2.9 0.000 TL PV 0.1 TEST 1.5 SRCE 37.9 (N /A) NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 428L203 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 0.002 gpm and a maximum imbalance at any node of 0.067 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.9 ft /sec at pipe 20. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet A D (in) E T L C Ell Tee LngEll ChkV1v BfyV1v GatVly AlmChk DPV1v 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 , • SPRINKLER SYSTEM HYDRAULIC ANALYSIS SBL - 2 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 WATER SUPPLY CURVE LJA TE� �lJP NAL_YSI Static: 54.00 psi Resi d: 40.00 psi Flow: 1110.0 gpm LEGEND 60.0 Available pressure 1� 51.40 psi 2 446.4 gpm Required pressure 2 37.92 psi 2 446.4 gpm 50.0 40.0 2/ w 30.0 w a a w CD 20.0 10.0 0.0 • -14.7 ` 1 1 1 2000 400600 800 1000 1200LOW1400pM� 1600 1800 HYDRAULIC CALCULATIONS FOR SUNBELT LIVING CENTER DESIGN AREA 1 $*1\ PASCO COUNTY, FLORIDA DATE: 11 -06 -96 DESIGN DATA: NURSING HOME DESIGN AREA 1 OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM / SQ. FT. AREA OF APPLICATION: 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER: 225 SQ. FT. ACTUAL COVERAGE PER SPRINKLER: VARY SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 12 SPRINKLERS TOTAL WATER REQUIRED AT CITY CONNECTION: 316 GPM @ 36 PSI ENGINEER OF RECORD: LEMING ASSOCIATES, INC. 22 W. LAKE BEAUTY DRIVE SUITE 307 ORLANDO, FLORIDA 32806 JOE BILLY LEMING, P.E. AUTHORITY HAVING JURISDICTION: CITY OF ORLANDO HYDRAULIC PLACARD INFORMATION LOCATION: NURSING HOME DESIGN AREA 1 NO. OF SPRINKLERS: 12 SPRINKLERS BASIS OF DESIGN: DENSITY: .10 GPM / SQ. FT. DESIGNED AREA OF DEMAND: 1500 SQ. FT. SYSTEM DEMAND: GPM REQUIRED AT BASE OF RISER : , 215.8 GPM PSI REQUIRED AT BASE OF RISER 35.4 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/06/1994 SBL -1 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. s PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 54.0 40.0 1110.0 52.6 315.8 35.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 315.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.0 K= 5.60 7.0 14.8 2 8.0 K= 5.60 7.5 15.3 3 8.0 K= 5.60 7.3 15.2 4 8.0 K= 5.60 8.8 16.6 5 8.0 K= 5.60 9.2 17.0 6 8.0 K= 5.60 12.6 19.9 7 8.0 K= 5.60 11.2 18.7 8 8.0 K= 5.60 9.1 16.9 9 8.0 K= 5.60 10.1 17.8 10 8.0 K= 5.60 12.9 20.1 11 8.0 K= 5.60 14.2 21.1 12 8.0 K= 5.60 16.0 22.4 14 9.0 - - - - 7.8 - - - 15 9.0 - - - 8.9 - - - 16 9.0 - - - - 9.3 - - - 17 9.0 - - - - 12.5 - - - 18 9.0 - - - - 13.2 - - - 19 9.0 -.- - - 15.1 - - - 20 9.0 - -.- - 16.0 - - - 21 9.0 - - - - 17.0 - - - 22 9.0 - - - 18.7 - - - 23 9.0 - - - - 18.8 - - - 24 9.0 - - -. 19.0 - - - 25 9.0 - - - - 20.4 - - - 26 9.0 - - - - 23.6 - - - 27 9.0 - - - 24.7 - - - 28 9.0 - - - 28.9 - - - F -S 1.0 - - - - 33.5 - - - BASE -3.0 - - - - 35.4 - - - A -3.0 - - - - 36.5 - - - B -3.0 HOSE STREAM 37.3 100.0 TEST 1.5 SOURCE 35.8 315.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 1 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 -14.8 1.049 PL 6.17 PF 0.5 1 8.0 5.6 7.0 14.8 5.5 120 FTG - - -- PE 0.0 2 8.0 5.6 7.5 15.3 0.075 TL 6.17 PV 0.2 Pipe: 2 -30.1 1.380 PL 16.50 PF 1.9 2 8.0 , 5.6 7.5 15.3 6.5 120 FTG . ET PE -0.4 15 9.0 0.0 8.9 0.0 0.073 TL 25.50 PV 0.3 Pipe: 3 -15.2 1.049 PL 10.00 PF 0.9 3 8.0 5.6 7.3 15.2 5.6 120 FTG E PE -0.4 14 9.0 0.0 7.8 0.0 0.078 TL 12.00 PV 0.2 Pipe: 4 -15.2 1.049 PL 6.33 PF 0.5 14 9.0 0.0 7.8 0.0 5.6 120 FTG - - -- PE 0.4 4 8;.0 5.6 8.8 16.6 0.078 TL 6.33 PV 0.2 Pipe: 5 -31.7 1.380 PL 7.00 PF 0.6 4 8.0 5.6 8.8 16.6 6.8 120 FTG - - -- PE -0.4 15 9.0 0.0 8.9 0.0 0.080 TL 7.00 PV 0.3 Pipe: 6 -61.8 1.610 PL 3.50 PF 0.5 15 9.0 0.0 8.9 0.0 9.7 120 FTG - - -- PE 0.0 16 9.0 0.0 9.3 0.0 0.130 TL 3.50 PV 0.6 Pipe: 7 -17.0 1.049 PL 1.00 PF 0.6 5 8.0 5.6 9.2 17.0 6.3 120 FTG T PE -0.4 16 9.0 0.0 9.3 0.0 0.096 TL 6.00 PV 0.3 Pipe: 8 -78.8 1.610 PL 14.00 PF 2.9 16 9.0 0.0 9.3 0.0 12.4 120 FTG - - -- PE 0.4 6 8.0 5.6 12.6 19.9 0.204 TL 14.00 PV 1.0 Pipe: 9 -98.7 1.610 PL 13.00 PF 6.5 6 8.0 5.6 12.6 19.9 15.6 120 FTG T PE -0.4 22 9.0 0.0 18.7 0.0 0.310 TL 21.00 PV . 1.6 Pipe: 10 -18.7 1.049 PL 13.50 PF 1.8 7 8.0 5.6 11.2 18.7 7.0. 120 FTG E PE -0.4 17 9.0 0.0 12.5 0.0 0.115 TL 15.50 PV 0.3 Pipe: 11 -18.7 1.049 PL 6.00 PF 0.7 17 9.0 0.0 12.5 0.0 7.0 120 FTG - - -- PE 0.0 18 9.0- 0.0 13.2 0.0 0.115 TL 6.00 PV 0.3 Pipe: 12 -16.9 1.049 PL 8.00 PF 1.0 8 8.0 5.6 9.1 16.9 6.3 120 FTG E PE 0.0 9 8.0 5.6 10.1 17.8 0.095 TL 10.00 PV 0.3 Pipe: 13 -34.7 1.049 PL 5.00 PF 3.6 9 8.0 5.6 10.1 17.8 12.9 120 FTG T PE -0.4 18 9.0 0.0 13.2 0.0 0.360 TL 10.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 1 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 -53.4 1.380 PL 9.00 PF 1.9 18 9.0 0.0 13.2 0.0 11.5 120 FTG - - -- PE 0.0 19 9.0 0.0 15.1 0.0 0.210 TL 9.00 PV 0.9 Pipe: 15 -53.4 1.610 PL 9.00 PF 0.9 19 9.0 0.0 15.1 0.0 8.4 120 FTG - - -- PE 0.0 20 9.0 0.0 16.0 0.0 0.099 TL 9.00 PV 0.5 Pipe: 16 -53.4 1.610 PL 9.50 PF 0.9 20 9.0 0.0 16.0 0.0 8.4 120 FTG - - -- PE 0.0 21 9.0 0.0 17.0 0.0 0.099 TL 9.50 PV 0.5 Pipe: 17 -53.4 1.610 PL 11.00 PF 1.9 21 9.0 0.0 17.0 0.0 8.4 120 FTG T PE 0.0 23 9 0.0 18.8 0.0 0.099 TL 19.00 PV 0.5 Pipe: 18 -20.1 1.049 PL 10.00 PF 1.3 10 8.0 5.6 12.9 20.1 7.5 120 FTG PE 0.0 11 8.0 5.6 14.2 21.1 0.131 TL 10.00 PV 0.4 Pipe: 19 -41.2 1.380 PL 14.00 PF 1.8 11 8.0 5.6 14.2 21.1 8.8 120 FTG PE 0.0 12 8.0 5.6 16.0 22.4 0.130 TL 14.00 PV 0.5 Pipe: 20 -63.6 1.610 PL 17.00 PF 3.4 12 8.0 5.6 16.0 22.4 10.0 120 FTG T PE -0.4 24 9.0 0.0 19.0 0.0 0.137 TL 25.00 PV 0.7 Pipe: 21 -98.7 3.260 PL 13.00 PF 0.1 22 9.0 0.0 18.7 0.0 3.8 120 FTG - - -- PE 0.0 23 9.0 0.0 18.8 0.0 0.010 TL 13.00 PV 0.1 Pipe: 22 -152.1 3.260 PL 8.50 PF 0.2 23 9.0 0.0 18.8 0.0 5.8 120 FTG 24 9.0 0.0 19.0 0.0 ---- PE 0.0 0.022 TL 8.50 PV 0.2 Pipe: 23 - 215.7 3.260 PL 15.50 PF 1.4 24 9.0 0.0 19.0 0.0 8.3. 120 FTG T PE 0.0 25 9.0 0.0 20.4 0.0 0.042 TL 32.50 PV 0.5 Pipe: 24 -215.7 3.260 PL 58.00 PF 3.2 25 9.0 0.0 20.4 0.0 8.3 120 FPG T PE 0.0 26 9.0 0.0 23.6 0.0 0.042 TL 75.00 PV 0.5 Pipe: 25 -215.7 3.260 PL 10.00 PF 1.1 26 9.0 0.0 23.6 0.0 8.3 120 FTG T PE 0.0 27 9.0 0.0 24.7 0.0 0.042 TL 27.00 PV 0.5 Pipe: 26 -215.7 3.260 PL 90.00 PF 4.2 27 9.0 0.0 24.7 0.0 8.3 120 FTG E PE 0.0 28 9.0 0.0 28.9 0.0 0.042 TL 98.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 1 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT pISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 - 215.7 3.260 PL 7.00 PF 1.1 28 9.0 0.0 28.9 0.0 8.3 120 FTG CG PE 3.5 F -S 1.0 0.0 33.5 0.0 0.042 TL 27.00 PV 0.5 Pipe: 28 -215.7 4.150 PL 6.00 PF 0.2 F -S 1.0. 0.0 33.5 0.0 5.1 140 FTG. E PE 1.7 BASE -3.0 0.0 35.4 0.0 0.010 TL 19.30 PV 0.2 Pipe: 29 -215.7 4.230 PL 80.00 PF 1.1 BASE -3.0 0.0 35.4 0.0 4.9 150 FTG 2ET PE 0.0 A -3.0 0.0 36.5. 0.0 0.008 TL 140.44 PV 0.2 Pipe: 30 -215.7 4.230 PL 20.00 PF 0.8 A -3.0 0.0 36.5 0.0 4.9 150 FTG ETC PE 0.0 B -3.0 H.S. 37.3 100.0 0.008;TL 98.58 PV 0.2 Pipe: 31 -315.8 7.980 PL 500.00 PF 0.4 B -3.0 H.S. 37.3 100.0 2.0 150 FTG 2ETG PE -1.9 TEST 1.5 SRCE 35.8 (N /A) 0.001 TL 613.33 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 428L203 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 0.003 gpm and a maximum imbalance at any node of 0.089 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.6 ft /sec at pipe 9. 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 3 SBL -3 WATER SUPPLY CURVE Static: 54. O psi Resid: 40.00 psi Flow: 1110.0 gpm I 60.0 LEGEND Available pressure 1 52.63 psi 315.7 gpm Required pressure 2 39.98 psi p 315.7 gpm 50.0 40.0 0 w O 30.0 w a 0 W CD 20.0 10.0 0.0 -14.7 400600 800 1000 1200 1400 1600 1800 FLOW (GPM) 2000 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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