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HomeMy WebLinkAbout7050 GALL BLVD (45) � Y I I �i. /� .�V' I � ,� � � � I � I ',.� I - � HYDRAULIC CALCULATIONS � FOR I � , EAST PASCO MEDICAL CENTER � ; SOUTH ADDITION THIRD FLOOR � ' I ZEPHYRHILLS, FLORIDI� � I CONTRACT NO: PMC-SA , DATE: OCTOBER 07, 1994� i � � , j DESIGN DATA: II OCCUPANCY CLASSIFICATTON: LIGHT HAZP,iD i ' DENSITY .10 GPM / SQ. FT. � � i ' AREA OF APPLICATION 1500 SQ. FT. I� MAXIMUM COVERAGE PER SPRINKLER 225 SQ. FT. ' ACTUAL COVERAGE PER SPRINKLER 168 SQ. FT. I � � NUMBER OF SPRINKLERS CALCULATED 21 I � � TOTAL WATER REQUIRED AT SOURCE 565 GPM 26 PSI � , NAME OF ENGINEER OF RECORD: PENINSULA ENGINEERING, INC. I 1833 EDGEWATER DRIVE � ORLANDO, FLORIDA 33823 , i � I HARVEY WILCOX, PE � � j � - AU,THORITY HAVING JURISDICTION AHCA OF FLORIDA� " � HYDRAULIC PLACARD INFORMATION � - � - � _ -,���;� � - - , � LOCATION DESIGN AREA 3 ; -;; ��1, - � i � _,� - _ Q'1/�. .` _ -�I�� � - - l NO. OF SPRINIfLERS 21 ��.:� - •` BASIS OF DESIGN: � I DENSITY: .10 GPM / SQ. FT. � , DESIGNED AREA OF DEMAND: 1500 SQ. FT. , SYSTEM DEMAND: � �- ' - I � GPM DISCHARGE AT PUNlP DISCHARGE': 565.0 GPM PSI REQUIRED AT PUMP DISCHARGE: 120.0 PSI � ' ; . I I � � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 10/07/1994 PMSA-DA3 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDI`Z'ION 3RD FLOOR WATER SUPPLY DATA � SOUI�CE � STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE � PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG ; (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 46.0 40.0 1095.0 44.2 564.9 25.5 � � � � � ' AGGREGATE FLOW ANALYSIS: � I � ' TOTAL FLOW AT SOURCE ! 564.9 GPM , TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM � ' OTHER HOSE STREAM ALLOWANCES 100.0 GPM ' TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 464.9 GPM I ; NODE ANALYSTS DATA � � NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ' (FT) (PSI) i(GPM) 1 48.0 K= 5.60 9.6 � 17. 3 2 , 48.0 K= 5.60 11.1 18.6 3 ; 48.0 K= 5. 60 12. 3 , 19.6 4 � 48.0 K= 5.60 14. 3 ' 21.2 5 I 48.0 K= 5.60 9.9 � 17.7 � 6 ' 48.0 K= 5.60 11.4 ' 18.9 7 � 48.0 K= 5.60 12.6 19.9 8 48.0 K= 5.60 14.8 21.5 9 48.0 K= 5.60 15.5 ' 22.0 10 ' � 48.0 K= 5.60 9.0 , 16.8 11 ' 48.0 K= 5.60 9.7 i17.4 12 48.0 K= 5.60 11.1 18.6 13 � , 48.0 K= 5.60 11.1 � 18.6 14 48.0 - - - - 15.1 � - - 15 48.0 K= 5.60 16.4 � 22.7 16 48.0 K= 5.60 20.0 � 25.1 17 48.0 K= 5.60 21.8 , 26.1 18 48.0 K= 5.60 28.4 � 29.9 19 48.0 K= 5.60 32. 3 31.8 20 �� 48.0 K= 5.60 21.0 , 25.7 21 � 48.0 K= 5.60 22.3 26.4 22 48.0 K= 5.60 26.9 29.0 23 ' 48.0 - - - - 10.4 - - - � 24 � ' 48.0 - - - - 11.9 '- - - 25 48.0 - - - - 31.9 - - - 26 � 48.0 - - - - 15. 2 i- - - 27 ! 48.0 -- - - - 15.7 I- - - 28 � 48.0 - - - - 16.7 - - - 29 � 48.0 - - - - 17.4 - - - 30 48.0 - - - - 21.2 - - - 31 _ 48.0 - - - - 23 .5 ..� - - - 32 48.0 - - - - 28.8 - - - 33 48.0 - - - - 34.7 �- - - 34 48.0 - - - - 36.5 - - - - ' - � � ; � i � p , ' SPRINKLER SYSTEM IiYDRAULIC ANALYSIS Page 2 Datel: 10/07/1994 JOB TITLE: PASCO MEDICAL CENTER SOIJTH ADDITTON 3RD FLOOR NODE TAC ELEVATION NODE TYPE PRESSURE DIS,CHARGE � (FT) (PSI) (GPM) 35 I 48.0 - - - - 69.1 - - - BB '� 48.0 - - - - 92 . 3 - - - CC 36.0 - - - - 98. 1 - - - O 24.0 - - - - 103 . 9 - - - N 24.0 - - - - 104.9 - - - M � 24.0 - - - - 107.5 - - - H 24.0 - - - - 107.9 - - - G � 24.0 - - - - 109.6 - - - C 9.0 - - - - 116.5 - - - A � 2.0 - - - - 119. 8 - - - DISCH 200 - - - - 120.0 - - - SUCT 2.0 - - - - 19. 3 - - - BAST -3.0 HOSE STREAA�I 21.5 100. 0 BF-O 1.5 - - - - 20. 0 � - - BF-I 1.5 - - - - 25.0 - - - CITY 1.5 SOURCE 25.5 564.9 I I I I � ' ' i � � I � i ; I � � i � i I i � � � � I -� i i i I I _ i j " � � I I � SPRINKLER SYSTEM HYDRAULIC ANALYSISI Page 3 � Date� 10/07/1994 I JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR PIPE I DATA I � � PIPEiTAG; 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 i (PSI) � I IPipe: 1 -17.3 1.049 PL 13.00 PF 1.5 1 ; 48.0 5.6 9.6 17.3 6.4 120 FTG ! E PE 0.0 2 48.0 5.6 11.1 18.6 0.100 TL 15.00 PV �0.3 � � Pip'e: 2 -35.9 1.380 PL 12.00 PF 1.2 2 48.0 5.6 11.1 18.6 7.7 120 FTG I ---- PE 0.0 3 � 48.0 5.6 12.3 19.6 0.101 TL 12.00 PV 0.4 Pipe: 3 -55.5 1.380 PL I 7.00 PF � 2.9 3 ; 48.0 5.6 12.3 19.6 11. 9 120 FTG ' T PE 0.0 26 i ; 48.0 0.0 15.2 0.0 0.226 TL �13.00 PV 1.0 � � Pipe: 4 -21.2 1.049 PL i 1.00 PF 0.9 4 48.0 5.6 14.3 21.2 7.9 120 FTG � T PE 0.0 26 ' 48.0 0.0 15.2 0.0 0.145 TL � 6.00 PV 0.4 Pipe: 5 -17.7 1.049 PL 114.00 PF 1.4 � 5 I 48.0 5. 6 9.9 17.7 6.6 120 FTGI ---- PE 0.0 6 i ; 48.0 5.6 11.4 18.9 0.103 TL 14.00 PV 0.3 I � Pipe: 6 -36.6 1.380 PL �12.00 PF 1.3 6 � 48.0 5.6 11.4 18.9 7.8 120 FTGj ---- PE 0.0 7 i 48.0 5.6 12.6 19.9 0.104 TL i12.00 PV 0.4 Pipe: 7 -56.5 1.380 PL � 7.00 PF 3 .0 7 48.0 5.6 12.6 19.9 I2.1 120 FTG � T PE 0.0 27 i � 48.0 0.0 15.7 0.0 0.233 TL � 13 .00 PV 1.0 I PiPe= 8 -21.5 1.049 PL � 1.00 PF 0.9 8 � � 48.0 5.6 14.8 21.5 8.0 120 FTG T PE 0.0 27 i ; . 48.0 0.0 15.7 0.0 0.149 TL i 6.00 PV 0.4 � Pipe. 9 , -22.0 ]..0�9 PL i 3.OQ PF 1.2 9 � 48.0 5.6 15.5 22.0 8.2 120 FTGI T PE 0.0 28 � 48.0 0.0 16.7 0.0 0.155 TL j 8.00 PV 0.4 � � Pi'pe: 10 -16.8 1.049 PL I13.00 PF 1.4 10 48.0 5.6 9.0 16.8 6.2 120 FTG� E PE 0.0 23 48.0 0.0 10.4 0.0 0.094 TL 115.00 PV 0.3 Pipe: 11 -17.4 1.049 PL � 2.00 PF 0.7 I 11 48.0 5.6 9.7 17.4 6.5 120 FTG� T PE 0.0 23 48.0 0.0 10.4 0.0 0.101 TL � 7.00 PV 0.3 � Pipe: 12 -34.2 1.380 PL + 7.00 PF 0.6 23 � 48.0 0.0 10.4 0.0 7.3 120 FTG ---- PE 0.0 12 48.0 5.6 11.1 18.6 0.093 TL � 7.00 PV 0.4 Pipe: 13 -52.9 1.380 PL 4.00 PF 0.8 12 48.0 5.6 11.1 18.6 11.3 120 FTG ---- PE 0.0 24 48.0 0.0 11.9 0.0 0.207 TL � 4.00 PV 0.9 _ I � ��'-- � i _ I I � ` " I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Datea� 10/07/1994 � JOB TITLE: PASCO MEDICAL CEAITER SOUTH ADDITION 3RD FLOOR PIPEIDATA (cont. ) i PIP� �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 -18.6 1.049 PL 2.00 PF 0.8 13 I � 48.0 5.6 11.1 18.6 6.9 120 FTG T PE 0.0 24 � 48.0 0.0 11.9 0.0 0.114 TL 7.00 PV 0.3 IPipe: 15 -71.5 1.380 PL 9.00 PF 3.3 24 48.0 0.0 11.9 0.0 15.3 120 FTG ' ---- PE �0.0 14 48.0 0.0 15.1 0.0 0. 361 TL i9.00 PV '1.6 Pipe: 16 -71.5 1.610 PL � 5.00 PF 2.2 14 I 48.0 0.0 15.1 0.0 11.3 120 FTG � T PE 0.0 29 I ; 48.0 0.0 17.4 0.0 0.171 TL 13.00 PV ,0.9 � � Pipe: 17 -22.7 1.049 PL ; 1.00 PF 1.0 15 , �8.0 5.6 16.4 22.7 8.4 120 FTG � T PE � 0.0 29 I ; 48.0 0.0 17.4 0.0 0.164 TL i 6.00 PV 0.5 � Pipe: 18 -25.1 1.049 PL I 1.00 PF 1.2 16 ' 48.0 5.6 20.0 25.1 9. 3 120 FTGi T PE 0.0 30 � 48.0 0.0 21. 2 O.0 0.198 TL j 6.00 PV 0.6 � ; � , Pipe: 19 -26.1 1.049 PL I 3.00 PF 1.7 17 � 48.0 5.6 21.8 26.1 9.7 120 FTG , T PE 0.0 31 i 48.0 0.0 23.5 0.0 0.213 TL � 8.00 PV 0.6 , I Pipe: 20 -29.9 1.610 PL I 3 .00 PF 0.4 18 ; 48.0 5.6 28.4 29.9 4.7 120 FTG � T PE 0.0 32 I 48.0 0.0 28.8 0.0 0.034 TL � 11.00 PV 0.1 I Pipe: 21 -31.8 1.049 PL � 3.00 PF 2.5 19 48.0 5.6 32.3 31.8 11.8 120 FTG� T PE 0.0 33 , 48.0 0.0 34.7 0.0 0.307 TL � 8.00 PV 0.9 � I � Pipe: 22 -25.7 1.049 PL ! 6.00 PF 1.2 20 I 48.0 5.6 21.0 25.7 9.5 120 FTG� ---- PE 0.0 21 I ; 48.0 5.6 22.3 26.4 0.207 TL 6.00 PV 0.6 I Pipe: 23 -52.1 1.049 PL i 6.00 PF 4.6 2]. 48.0 5.6 22.3 26.4 19.3 120 FTG� ---- pE 0.0 22 48.0 5.6 26.9 29.0 0.765 TL � 6.00 PV 2.5 � Pi�pe: 24 -81.1 1.380 PL � 5.00 PF 5.0 � 22 48.0 5.6 26.9 29.0 17.4 120 FTGI T PE 0.0 , 25 48.0 0.0 31.9 0.0 0.457 TL 11.00 PV 2.0 � Pipe: 25 -81.1 1.380 PL I 4.00 PF 4.6 25 � 48.0 0.0 31.9 0.0 17.4 120 FTG T PE 0.0 34 � 48.0 0.0 36.5 _- 0.0 0.457 TLi 10.00 PV 2.0 Pipe: 26 -76.7 2.157 PL � 10.00 PF ; 0.5 26 48.0 0.0 15.2 0.0 6.7 120 FTG ---- PE , 0.0 , 27 48.0 0.0 15.7 0.0 0.047 TL � 10.00 PV 0.3 - - - � � � i � I � I ^ � � SPRINKLER SYSTEM HYDRAULIC ANALYSISI Page 5 Date: 10/07/1994 � JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR , PIPEIDATA (cont. ) i , , PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I E1dD � ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. � NODES (FT) (K) (PSI) (GPM) F.L./FT I (PSI) ' I � , IPipe: 27 -154.7 2.157 PL 6.00 PF 1.0 27 48.0 0.0 15.7 0.0 13.6 120 FTG I ---- PE 0.0 28 I 48.0 0.0 16.7 0.0 0.171 TL ; 6.00 PV 1.2 IPipe: 28 -176.8 2.157 PL 3.00 PF 0.7 28 i ; 48.0 0.0 16.7 0.0 15.5 120 FTG ---- PE 0.0 29 � , � 48.0 0.0 17.4 0.0 0.219 TL 3 .00 PV 1.6 , Pipe: 29 -270.9 2.157 PL 8.00 PF 3.9 29 � , 48.0 0.0 17.4 0.0 23 .8 120 FTG ---- PE 0.0 30 � 48.0 0.0 21.2 0.0 0.483 TL 8.00 PV 3.8 I i ! , Pipe: 30 -296.0 2.157 PL 4.00 PF 2. 3 30 48.0 0.0 21.2 0.0 26.0 120 FTG ' ---- PE �0.0 � 31 ; 48.0 0.0 23 .5 0.0 0.568 TL � 4.00 PV 4.5 � � � Pipe: 31 -322.1 2.157 PL � 8.00 PF 5. 3 31 48.0 0.0 23 .5 0.0 28. 3 120 FTG ; ---- PE 0.0 32 48.0 0.0 28.8 0.0 0.665 TL , 8.00 PV 5.4 Pipe: 32 -352.0 2.635 PL �14.00 PF 5.9 32 I ' 48.0 O.0 28.8 0.0 20.7 120 FTG � E PE 0.0 33 I 48.0 0.0 34.7 0.0 0.295 TL �20.00 PV 2.9 � � Pipes 33 -383 .8 2.635 PL � 5.00 PF 1.7 33 , 48.0 0.0 34.7 0.0 22.6 120 FTGj ---- PE 0.0 34 48.0 0.0 36.5 0.0 0.347 TL i 5.00 PV 3.4 i Pipe: 34 -465.0 2.635 PL i54.00 PF 32.6 34 48.0 0.0 36.5 0.0 27.4 120 FTG T PE 0.0 35 I 48.0 0.0 69.1 0.0 0.494 TL i66.00 PV 5.0 Pipe: 35 -465.0 2.635 PL 116.00 PF 23 .2 35 � 48.0 0.0 69. 1 0.0 27.4 120 FTGj E2TG PE 0.0 BB � 48.0 0.0 92.3 0.0 0.494 TL j47.00 PV 5.0 iPipe: 36 -465.0 4.260 PL � 12.00 PF 0.6 BB 48.0 0.0 92.3 0.0 10.5 120 FTG. ---- PE 5.2 CC 36.0 0.0 98.1 0.0 0.048 TL � 12.00 PV 0.7 � i Pipe: 37 -465.0 4.260 PL � 12.00 PF 0.6 , � CC 36.0 0.0 98.1 0.0 10.5 120 FTGI ---- PE 5.2 j O 24.0 0.0 103.9 0.0 0.048 TL I12.00 PV 0.7 � i Pilpe: 38 -465.0 4.260 PL � 1.00 PF 1,0 O � 24.0 0.0 103.9 0.0 10.5 120 FTG� T PE 0.0 � N 24.0 0.0 104.9 0.0 0.048 TL � 21.00 PV 0.7 � I Pipe: 39 -465.0 4.260 PL � 33.00 PF 2.6 N I 24.0 0.0 104.9 0.0 10.5 120 FTG TG PE 0.0 M 24.0 0.0 107.5 0.0 0.048 TLi 55.00 PV 0.7 I - I - - I i � . . i � � � � SPRINKLER SYSTEM HYDRAULIC ANALYSISi Page 6 Datel 10/07/1994 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR PIPE �DATA (cont. ) � I PIPEjTAG Q(GPM) DIA(IN) LENGTH PRESS. END i ELEV. NOZ. PT DISC. VEL(FP5) HW(C) (FT) SUM. NOIDES ; (FT) (K) (PSI) (GPM) F.L./FT � (PSI) � � � Pipe: 40 -465.0 6. 357 PL 35.00 PF 0.4 M � 24.0 0.0 107.5 0.0 4.7 120 FTG ; T PE 0.0 H � ' 24.0 0.0 107.9 0.0 0.007 TL 65.00 PV 0.1 � � Pipe: 41 -465.0 6.357 PL 169.00 PF 1.7 H I 24.0 0.0 107.9 0.0 4.7 120 FTG � 3ETG PE 0.0 G 24.0 0.0 109.6 0.0 0.007 TL 244.00 PV 0.1 � I � Pip;e: 42 -465.0 6. 357 PL �32.50 PF 0.4 G � ; 24.0 0.0 109.6 0.0 4.7 120 FTG I T PE 6.5 C � 9.0 0.0 116.5 0.0 0.007 TL 62.50 PV 0.1 ' i Pipe: 43 -465.0 8.071 PL 1�32.00 PF 0.3 C ; 9.0 0.0 116.5 0.0 2.9 120 FTG � ---- PE 3 .0 A � 2.0 0.0 119.$ 0.0 0.002 TL 1�32.00 PV 0.1 I Pipe: 44 -465.0 8.071 PL i10.00 PF 0. 2 A � 2.0 0.0 119.8 0.0 2.9 120 FTGI ECG PE 0.0 DISCH 2.0 0.0 120.0 0.0 0.002 TL i77.00 PV 0.1 Pipe: 45 FIRE PUMP Rating: 1500.O ;gpm @ 100.0 psi SUCT 2.0 0.0 19. 3 0.0 Avail. : 465.O �gpm @ 100.0 psi DISCH 2.0 0.0 120.0 0.0 Req'd. : 465.O ;gpm @ 100.0 psi I � Pipe: 46 -465.0 8.071 PL � 10.00 PF 0.1 SUCT 2.0 0.0 19.3 0.0 2.9 120 FTG ; EG PE 2.2 BASE -3.0 H.S. 21.5 100.0 0.002 TL 132.00 PV 0.1 � Pipe: 47 -565.0 8.071 PL 140.p0 PF 0.4 BASE ' -3.0 H.S. 21.5 100.0 3.5 120 FTG! E3LCG PE -1.9 BF-I i 1.5 0.0 20.0 0.0 0.003 TL 146.00 PV 0.1 � Pipe: 48 FIXED PRESSURE LOSS DEVICE BF-I ' 1.5 0.0 25.0 0.0 5.0 psi, 565.0 gpm BF-IQ ; 1.5 0.0 20.0 0.0 j � Pi,pe: 49 -564.9 8.071 PL � 90.00 PF 0.5 BF-�I 1.5 0.0 25.0 0.0 3 .5 120 FTG� T3L2G PE 0.0 CITIY 1.5 SRCE 25.5 (N/A) 0.003 TL 172.00 PV 0.1 NOTES: � ; � (1�) Calculations were performed b.y the HASS 5.8.0 oomputer program i under license no. 428L203 granted by � I 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 max�mum imbalance at any node of 0.164 gpm. j i � , � i ; . � � I I i ' SPRINKLER SYSTEM HYDRAULIC ANALYSISj Page 7 Date• 10/07/1994 I JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR i (3) jVelocity pressures are printed for information orily, and are !not �used in balancing the system. Maximum water ,velocity is 28.3 ft/sec at pipe 31. � � , (4) � PIPE FITTINGS TABLE , I � , iPipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 IDiameter Equivalent Fitting Lengths in Feet � (in) E T L C B G A D I , Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv , � 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.i610 4.00 8.00 2.00 9.00 6.00 1�.00 10.00 10.00 8.�071 18.00 35.00 13 .00 45.00 12.00 4.00 35.00 27.00 I � i I ; I i I � i , I ; � � i i , � � , i � � I � I � � I i ; i I � � I , � I � I � I I ' I � � � I 1 ' � � i , ii i ; I � ; I ! I � � � - - � .- i i I { I I . I I - � - i ' � ' � i ! � SPRINKLER SYSTEM HYDRAULIC ANALYSIS � � � Date:� 10/07/1994 � PMSA-DA3 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR WATER SUPPLY CURVE � I..JATER SUPP�Y ANA�YSI -�'�- 180.0 Static: 46.00 si Resid: 40.00 si Flow: 1095.0 m � LEGEND 1� Pressure available at source 44.24 psi L� 564.9 gpm 2� Pressure required at source 25.55 psi C� 564.9 gpm 150.0 - ; Net Pressure 3� supplied by pump 1�0.69 psi L� 465.0 gpm i `+� Total Pressure req- uired at pump dschg. 119.98 psi L� 465.0 gpm 120.0 4 ' ,. .'., � a W 3 � � � 90.0 w � a W C9 Q C7 � 60.0 � 1 30.0 � 2� i i I � I � i � � 0.01 I I , i � � I � -14.7I � � 400600 800 1000 1200 1400 1600 1800 2000 � � F'LOW CGPM) � � I ---'--'-"'��'�" Sprinkler water available at source - � , � � � � � � � � �-� ! � ��• � , • 'illllk �_� * � � � � H • � � � •• • � � ! � �� � # ��f a , . � � ,� N 1 � � • , t � � i • '• i . �����ii _ ai�_ i� .�... _...�. 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' ,��fiii�����������__- , ~ Y ,Q��������__�_� Q'�'��!�i�� ri�' 1�! `"����0��� �. ���'r�. � -, . �����1��0����IOm���� ���� � �� . ,��� ■6i�i������ = 061m�0 I� �� }� � � . .�+� r• u �. � ^ u �j�, - - • � - • • � . I�I�II � ' �•.. -• _ ��� � '�1�. � �, . . . - � _� _ .• � . . � 1! r � II�YDRAULIC CALCULATIONS � FOR EAST PASCO MEDICAL CENTER SOUTH ADDITION THIRD FLOOR ZEPHYRHILLS, FLORIDA CONTRACT NO: PMC-SA DATE: OCTOBER 07, 1994 I ' ' DESIGN DATA: ' OCCUPANCY CLASSIFICATION: LIGHT HAZARD � DENSITY .10 GPM / SQ. FT. ; AREA OF APPLICATION 1500 SQ. FT. ' � i MAXIMUM COVERAGE PER SPRINKLER 225 SQI. FT. � � ACTUAL COVERAGE PER SPRINKLER 168 SQ. FT. ; ' i NUMBER OF SPRINK.LERS CALCULATED 21 I - � TOTAL WATER REQUIRED AT SOURCE 565 GPM 26 PSI I I I i NAME OF ENGINEER OF RECORD: PENINSULA ENGINEERING, INC. � 1833 EDGEWATER DRIVE ; � ORLANDO, FLOiIDA 33823 i ! � i , HARVEY WILCOX, PE ; � � � ,__: i AU�THORITY HAVING JURISDICTION AHCA OF FLORIDA � ' '• � , �� �� i HYDRAULIC PLACARD INFORMATION - _, -_`1 I - ^ ` ' i LOCATION DESIGN AREA 3 '' , : i �� ~ , I NO. OF SPRINKLERS 21 � , i � , i � ' � BASIS OF DESIGN: I , DENSITY: .10 GPM / SQ. FT. , , IDESIGNED AREA OF DEMAND: 1500 SQ. FT. � ; � ; I SYSTEM DEMAND: IGPM DISCHARGE AT PUMP DISCHARGE: 565.0 GPM IPSI REQUIRED AT PUMP DISCHARIE: 120.0 PSI I - � ; I I � -- : � SPRINKLER SYSTEM HYDRAULIC ANALYSIS � Page 1 Date: 1� j07f1994 PMSA-DA3 JOB TITL��: PASCO MEDICAL CENTER SCIUTH ADDITION 3RD FLOOR WATER S PPLY DATA �OURGE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEA",€AND PRESS. TAG i(�SI) (P�I) (GPM) (PSI) (GPM) (PSI) CITY i 46.0 40.0 1095.0 4�. 2 564.9 25.5 � AjGGREGATE FLOW ANALYSIS: , I � TOTAL FLOW AT �OURCE 564.9 GPM ' TOTAL HOSE STREAM ALLOWANCE AT SOURCE � 0.0 GPM � , OTFiER HQSE STREAM ALLOWANCES 100.0 GFM . , TOTAL IJISCH,ARGE FROM ACTIVE SPRINKLERS 464.9 GPM � NODE ANALYSTS DATA " 1 NODE TAG,� ELEVATION NODE TYPE PRESSURE DISCHARGE � , � (FT) {PSI) (GPM) � � 1 � 48.0 K= 5.60 9.6 17.3 I � I ' 2 i 48.0 K= 5.60 12.1 18.6 � 3 ' 48.0 K= 5.60 1.2.3 19.6 4 ' 48.0 K= 5.60 14.3 21,2 5 48.0 K= 5.6b 9.9 1'1•7 6 48.0 K= 5.60 11.4 18.9 7 � 48.0 K= 5.60 12.6 19.9 ; 8 � 48.Q K= 5.64 14.8 21.5 9 i 48.0 K= 5.60 15.5 22.0 10 � 48.0 K= 5.60 9.0 1.6.8 1� 48.0 K= 5.60 9.7 � 17.� 1L 48.0 K= 5.60 11.1 18.6 1�3 48.0 K=_5�60 12.1 �3.8.6 ]�4 4 8.0 ].5.1 E5 48.0 K= 5.b0 16.4 22.? , � 16 48.0 K= 5.60 20.0 25.1. �.7 I 48.0 K= 5.60 21.8 26.1 �.8 � 48.0 K= 5.60 28.4 29.9 �� 9 � 48.0 K= 5.60 32.3 � 31.8 20 48.0 K= 5.60 23.0 25.7 21 48.0 K= 5.60 22.3 26.4 ; 22 48.0 K= 5.60 26.9 29.0 23 � 4$.0 - - - - 10.4 - - - 24 48.Q - - - - 11.9 - - - � ,' 25 48.0 -- - - - 31.9 - - - � 26 48.0 - - - - 15.2 - - - li� 27 48.0 � _ ... _ 15.7 - - - � 28. 48.0 - - - - 16.7 - - - I 29 48.Q - - - - 17.4 - - - i 30 48.0 - - -- - 21.2 - - - ' 31 48.0 - - -= 23.5 - - - ' ' 32 48 .0 - - - - 28.8 - - - �- 33 48.0 - - - - 34,7 - _ _ � ' 3?� 48.0 ... _ _ _ 36.5 i - - - ; ' � ' � i , � � i { I � � I SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 2 Date� 1Of07/1994 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITTON 3RD FLOtJR NODE �TAGI ELEVATION NODE TYPE PRESSURE DISCHARGE � I (FT) (PSI} (GPM) � � 35 f 48.0 - - - - 69.1 - _ _ BB � 48.0 - - - - 92.3 _ _ CG 36.0 - - - - 9$.1 - - O 24.0 - - - - 103.9 - - - N 24.0 - - - - 104.9 - - M 24.0 - - - - 10?.5 -� - - H � i 24.0 - - - - 107,9 -� - - G � ,'' 24.0 - - - - 109.6 � - - C � i 9.0 _ _ _ _ 116.5 ! _ _ A � 2.0 _ _ _ _ 119.8 ! _ _ DISCH � 2.0 � i r ^ 120.Q � - - SUCT , 2.0 1.9.3 � BASE -3.0 HOSE STREAM 21.5 100.0 $F-C? � 1.5 - - - . 2 0.0 � - - � � BF-I � 1.5 - - - - 2�.0 ! - CITY � 1.5 S�URCE 25.5 564. 9 � � � I � , � f 1 � � j i � I ; � � f' a � � � � ; I �� � � i � , � � i j � ' ' I , i i I a , ' ' ._� � , — , i � �� , i � + i , , i � � � i , � � , � ;' � , � SPRINKLER SYSTEM HYDRAULIC ANALYSIS � Page 3 Date: l0i/0?/1994 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR PIPE IDATA f PIPE �TAG ; Q{GP1�) DIA(IN) LENGTH PRE�5. E1±�D ELEV. NOZ. PT DISC. VEL{FPS) HW(Cj (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT i (pSI) I IPipe: 1 -17.3 1.049 PL 13,Q0 PF 1.5 1 48.0 5.6 9.6 17.3 6.4 120 FTG � E PE 0.0 2 48.0 5.6 11.1 18.6 O.ZQO TL I15.00 PV 0.3 Pipe: 2 -35. 9 1.380 PL �12.00 PF 1. 2 2 � 48.0 5.6 11.1 18.6 ?.? 120 FTG � ---- PE 0.0 3 48.0 5.6 12. 3 19.6 0.101 TL +12.00 PV 0.4 i Pipe: 3 -55.5 1.380 PL 7.QQ PF 2.9 3 48.0 5.6 12.3 19.6 11.9 120 FTG T PE 0.0 26 48.0 Q.0 15. 2 0.0 0.226 TL 13 .00 PV 1.0 Pipe: 4 -21. 2 1.049 PL ; 1,OQ PF 0.9 4 48.0 5.6 14. 3 21. 2 ?.9 120 FTGI T PE 0.0 26 48.0 0.0 15.2 0.0 0.145 TL � 6.00 PV 0.4 i Pipe: 5 -17.7 1.049 PL � 14.00 PF 1.4 5 � 48.0 5.6 9.9 1?.7 6.6 120 FTG ---- PE 0.0 6 � 48.0 5.6 11.4 1$.9 0.103 TL , 14.04 PV 0. 3 � Pipe: 6 -36.6 z.380 PL ' 12.00 PF 1. 3 6 � 48.D 5.6 11.4 18. 9 7,8 120 FTG ---- PE O.Q ? � 48.0 5.6 12.6 19.9 0.104 TL ; 12.OQ PV 0.4 Pipe: 7 -56.5 1.380 PL 7.00 PF 3.0 ? 48.0 5.6 12.6 19.9 I2.1 120 FTG T PE 0.0 27 48.0 0.0 15.7 O.Q 0.233 TL, 13.Q0 PV 1.Q Pipe: 8 -21.5 1.049 PL 1.00 PF 0.9 8 � 48.0 5.6 14.8 21.5 8.0 120 FTG T PE Q.0 � 2'X 48.0 O.p 15.? 0.0 0.149 TL' 6.00 PV 0.4 � Pipe: 9 -22.p 7..049 PL 3.OQ PF 1.2 9� 48,0 5.6 15.5 22.0 8. 2 120 FTG T PE 0.0 2�8 48.0 0.0 16.7 0.0 0.155 T� 8.00 PV 0.4 Pipe; 20 -16.8 1.049 PL 13.00 PF 1.4 ` 1�0 , 48.0 5.6 9.0 15.8 6.2 120 FTG E PE 0.0 23 48.0 0.0 10.4 0.0 0.094 TL 15.00 PV 0. 3 i i Pipe: 11 -1?.4 1.049 I 2.00 PF 0.7 3�1 4$.0 5.6 9.7 17.4 6.5 120 FTG T PE 0.0 � �3 48.0 0.0 10.4 0.0 0.101 �L 7.Q0 PV 0.3 � � � Pipe. 12 -34.2 1.380 PL 7.00 PF 0.6 � � 23 48.0 0.0 10.4 0.0 ?.3 120 FTG ---- PE 0.0 �12 48,0 5.6 11.1 1$.6 0.093 TL 7.00 PV 0.4 � Pipe: 13 -52.9 1. 3$0 f�L 4.00 FF 0.8 Z2 4$.0 5.6 11.1 1$.6 1Z.3 120 FTG ---- PE �.0 24 48.0 0.0 11.9 0.0 0. 207 TL 4.00 AV Q.9 ; . � - � � � � i ' � : _ � � ,� � � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Da�ee 10jQ7f1994 � JOB TITLE: PASCO MEDTCAL CEAITER SOUTH ADDITION 3RD �LOOR PIPE DATA {cor�t. ) PIP� TAG� Q(GPM) DIA{IN) LENGTH PRESS. END � ELEV. NCl�. PT DISG. VEL(FPS} HW(C) (FT} SUM. NODES � (FT) (K) (PSI} (GPM) F.L.jFT {PST) , � Pip,e: 14 -18.6 1.049 PL 2.00 PF 0.8 13 48.0 5.6 11.1 18.6 6.9 120 FTG T PE 0.0 24 � 48.0 O.Q 11.9 0.0 0.114 TL ?.OQ PV Q.3 i Pipe: 15 -?1.5 2.380 PL 9.00 PF 3. 3 24 48.d 0.0 11.9 0.0 15.3 120 FTG ---- PE 0.0 14 48.0 0.0 15.1 O.Q 0. 361 TL 9.00 PV 1.6 I Pipe: 16 -71.5 1.610 PL 5.00 PF 2.2 14 � 48.0 0.0 15.1 0.0 11.3 120 FTG T PE O.Q 29 48.0 0.0 17.4 0.0 0.171 TL 13 .00 PV 0.9 Pipe: 1? -22.7 1.Q49 PL 1.04 PF 1.0 15 + A8.0 5.6 16.4 22.7 8.4 120 FTG T PE 0.0 29 a 48.0 0.0 1.7.4 O.Q 0.164 TL 6.pQ PV 0.5 � Pipe: 18 -25.1 1.049 PL 1.00 PF 1.2 16 48.Q 5.6 20.0 25.1 9. 3 120 FTG T PE 0.0 30 48.0 0.0 21.2 0.0 0.198 TL � 6.00 PV 0.6 � Pipe: 19 -26.1 1.049 PL , 3 .00 PF �..7 17 � ' 48.0 5.6 21.8 26.1 9.? 120 FTG T FE 0.0 31 � 48.0 0.0 23 .5 O.Q 0.213 TL ; 8.00 PV 0.& , � Pipe: 20 --29.9 1.610 PL� 3.00 PF 4.4 i 18 48.0 5.6 28.4 29.9 4,7 120 FTG T PE 0.0 32 48.0 0.0 28.8 Q.0 0.034 TLI 21,00 PV 0.1 ! Pipe: 21 -31.8 1.049 PL; 3.00 PF 2.5 1� 48.0 5.6 32.3 31.8 3.1.8 12Q FT�G T PE 0.0 3� 48.0 0.0 34.7 0.0 0.307 TL 8.OQ PV 0.9 � � Pipe: 22 -25.7 1.049 P� 6.00 PF 1.2 2C} 48.0 5.6 21.0 25.7 9.5 12Q FTG ---- PE 0.0 � 2i 48.Q 5.6 22.3 26.4 0.20? Ti 6.Ob PV 0.6 IPipe: 23 -52,1 1.049 PL 6.Q0 PF 4.6 2]. � 48.0 5.6 22. 3 26.4 19.3 120 FTG ---- PE 0.0 22 I 48.0 5.6 26.9 29.0 0.765 TI 6.00 PV 2.5 � ' � � Pipe: 24 -81.1 1.380 PL 5.00 PF 5.0 ; 2�2 � 48.0 5.6 26.9 29.0 17.4 120 F�'G T PE 0.0 i � �5 � . 48.0 0.0 31.9 0.0 0.457 TL 11.00 PV 2.0 , � ' �Pipe: 25 -81.1. 1.38Q PL 4.00 PF 4.6 ; ; 25 ; 48.0 0.0 31.9 0.0 17.4 120 FTG T PE O.q 34 48.0 0.0 36.5 Q.0 0.45? TL 1.0.00 PV 2,0 � � � -- ; Pipe: 26 -76.7 2.257 PL 10.00 FF 0.5 � �6 � 48.0 0.0 15.2 0.0 6.7 120 FTG ---- PE O.q ; 27 � 48.0 0.0 15.7 0.0 0.047 TL 10.00 PV 0.3 , ; ; � . , + � � I a SPRINKLER SYSTEM HYDRAULIC ,ANALYSIS Page 5 ' Date: 10j07j1994 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDITION 3RD FLOOR PIPEIDATA (cont. ) PTPE �TAG Q(GPM) DIA(IN) LENGTH PRESS. E�D ELEV, NOZ. PT DISC. VEL{FPS) HW(C) (FT) SUM. N�iE5 � (FT) (K) (PSI) (GPM} F.L,fFT � (PSI) fP1pe: 27 -154.7 2.157 PL 6.00 PF 1.0 27 I 48.0 0.0 15.7 0.0 13 .b 120 FTG ---- PE 0,0 28 � 4$.0 0.0 16.? Q.0 0.17Z TL 6.OQ PV 1.2 � , � Pipe: 28 -176.8 2.157 PL 3.Q0 PF 0.? 28 I { 48.0 0.0 16.? 0.0 15.5 120 FTG ---- PE 0.0 ; 29 � 48.0 0.0 17.4 0.0 0.219 TL 3.00 PV 1.6 Pipe: 29 -270.9 2.157 PL 8.04 PF 3.9 29 ! 48.0 0.0 1?.4 0.0 23.8 120 FTG ---- PE 0.0 � 30 � 48.0 O.Q 21.2 0.0 0.483 TL 8.00 PV 3.8 IPipe: 30 -296.0 2.157 PL 4.00 PF 2.3 30 48.0 0.0 21.2 0.0 26.0 120 FTG ---- PE 0.0 31 ' �8.0 0.0 23.5 0.0 0.568 TL 4.00 PV 4.5 Pipe: 31 -322.1 2.157 PL 8.00 PF 5. 3 � 31 i � 48.0 0.0 23.5 O.Q 28. 3 120 FTG ---- PE 0.0 32 48.0 0.4 28.$ 0.0 0.665 TL 8.Q0 PV 5.4 Pige: 32 -352.0 2.635 PL � 14.00 PF 5.9 32i 48.0 O.0 2$.8 0.0 20.7 120 FTG E PE 0.0 ; 33 48.Q 0.0 3�.7 q.0 0. 295 TL ( Z0.00 PV 2.9 Pipet 33 -383 .8 2.63� PL � 5.00 PF 1.7 33 48.Q 0.0 34.7 Q.0 22.6 120 FTG ---- PE O.Q 34 48.0 0.0 36.5 0.0 0.347 TL� 5.00 PV 3.4 � Pipe: 34 -465.0 2.635 PL� 54.00 PF 32.6 ' ' 34 48.0 0.0 36.5 Q.0 27.4 120 FTG T PE Q.Q ' ' 35 48.0 0.0 69.1 0.0 0.494 TL 66.00 PV 5.0 ' � Pipe: 35 -465.0 2.635 PL 16.00 PF 23.2 3� 48.Q Q.Q 69,1 0.0 27.4 12Q FTG E2mG PE 0.0 BI-i3 48.0 O.Q 92.3 0,0 0.494 T� 47.00 PV 5.0 � Pipe: 36 -465.0 4.260 P� 12.00 PF 0.6 BB 48.0 0.0 92.3 0.0 10.5 120 FTG ---- PE 5.2 CC + 36.0 0.0 9$,l 0.0 0.048 TL 12,00 PV 0.? , I ! f Pipe: 37 -465.0 4.260 PL 12.00 PF 0.6 � � CC 36.0 0.0 98.1 0.0 10.5 120 FTG ---- FE 5.2 � ;' (?� ! 24.0 0.0 103.9 0.0 O.Q48 T� i2.00 PV 0.7 a � , �Pipe: 38 -465.0 4.260 PL 1.00 PF 1.0 � � 24.0 0.0 103.9 0.0 10.5 120 F�TG T PE 0.0 � N 24.0 0.0 104.9 0.0 0.048 �L 21.OQ PV 0.7 � ; � + � Piper 39 -465.Q 4.260 PL 33 .00 PF 2.6 � l�T � 24.0 0,0 104.9 0.0 10.5 120 FTG TG PE 0,0 � k`�I � 24.Q 0.0 i07.5 0.0 0.048 TL 55.00 PV 0.7 I � _ � i � j ' f � , E � SPRINKLER SYSTEM HYDRAULIC ANALYSIS � Page 6 Date: 10�j07/1994 JOB �jITLE: PASCO MEDICAL CENTER SDUTH ADDITION 3RD F�Lt�fJR PIPE �DATA (cont. ) i � PIPEITAG Q{GPM) DIA(IN) LENGTH PRESS. ' END ELEV. NOz. PT DISC. VEL{FPS) HW(C) (FT) SUM. NODES (FT) {K) (PSI) (GPM) F.L.jFT I (PSI) ' � Pipe: 40 -455.0 6.35? PL 35.00 PF 0.4 M � 24.0 0.0 107.5 0.0 4,7 120 FTG � T PE 0.0 H . � 24.0 0.0 1Q?.9 0.0 0.007 TL �5.00 PV 0.1 IP1.pe: 41 -465.0 6.35? PL 169.00 PF 1.? H I 24.0 0.0 107.9 4.0 4.� 120 FTG � 3ETG PE 0.0 , G � 24.0 O.D 1Q9.6 0.0 Q.007 TL 2�4.d0 PV 0.1 � , � Pi�e: 42 -465.0 6.357 PL 32.50 PF 0.4 G � 24.0 0.0 1Q9.6 0,0 4.7 120 FTG � T PE 6.5 " C � 9.0 Q.0 116.5 p.0 0.007 TL 62.54 PV 0.1 Pipe: 43 -465.0 8.071 PL 132.00 PF 0. 3 C 9.0 0.0 116.5 Q.0 2.9 120 FTG � ---- PE 3.0 A 2.Q O.Q 119.8 0.0 0.002 TL 132.00 PV 0.1 Pi.pee 44 -465.0 8.071 PL 10.00 PF 0.2 � , A E 2.p 0.0 119.8 0.0 2.9 120 FTG ECG PE 0.0 DISCH � 2.Q 0.0 120.a Q.0 t7.002 TL 7?.04 PV 0.1 I Pipe� 45 FIRE PUMP Ratinq: 1500.QIgpm @ 100.0 psi � SUCT ' 2.4 0.0 19.3 0.0 Avail.. : 465.O� gpm @ 100.Q psi DISCH 2.0 Q,0 120.0 0.0 Req'd. : 465.OIgpm @ 100.Q psi. I I Pipee 46 -46�.0 8.071 PL � 10.00 PF 0.1 SUCT 2.0 0.0 19.3 0.0 2.9 120 FTG EG PE 2.2 , BASE �3.0 H.S. 21.5 100.0 O.Ofl2 TL ; 32.Q0 PV 0.1 , I Pipeo 47 -565.0 8.071 PL ! 40.p0 PF 0.4 ' � BASE �3.4 H.S. 22.5 100.0 3.5 120 FTG E3LCG PE -1.9 � ; BF�t� 1.5 Q.0 20.0 0.0 0.003 TL �146.OQ PV Q.1 � Pipeo 48 FIXED PRESSURE LOSS DEVICE � BF-I 1.5 0.0 25.0 0.0 5.0 psi, 565.0 qpm BF� O 1.5 0.0 Z0.0 O.Q � P�i eo 49 -564.9 8.071 PL 90.00 PF 0.5 P Bk",-I � 1.5 0.0 25.0 0.0 3.5 120 FTG T3L2G PE 0.0 � CZ�TY � 1.5 SRCE 25.5 {NjA) 0.003 TL 172.00 PV 0.1 � , N TES:; � ' (I1) Calculations were perfarmed by the HASS 5.8.0 computer program " C under license no. 428L203 granted by + ; � i HRS Systems, Inc. ' ,' 23.93 Ranchwaad Dr. , N.E. ' � Atlanta, GA 30345 j : , � , � _ {2) The system has been balanced to_provide an average ' � imbalance at each nade of Q.0o3 gpm and a maximum �mbalance at any node of 0.264 gpm. � f _ � � � � , ,` � , . ' " i � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Datea �oJo7Ji��4 I JOB TTTLE: PASCO MEDICAL CENTER SOUTH ADDITI4N 3RA FL�OR I (3) Velacity pressures are printed for information on1y, and are not �used in balancing the system. Maximum water �velacity is 28.3 ft/sec at pipe 31. , (4} � PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diaimeter Equivalent Fitting Lengths in Feet (�in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatUlv AlmChk DPVlv �..�a�� a.00 5.0o a.00 �.o0 6.0o a..00 Zo.aa zo.00 1.13$0 3.OQ 6.00 2.00 7.OQ 6.00 1.00 10.00 10.00 1,�610 4.00 8.00 2.00 9.00 6.00 1�.00 1Q.00 20.04 8.071 3.8.00 35.00 13.00 45.00 12.00 4�»Oa 35.dQ 2?.00 � � , i � , � � � , ! f � i ' � ; f � ' � � , � � �� � � , � � ( . I � � � I � , � � � i � f � ' � � ; � ; i � , � � � � ! � � ; � _ _ � ; i � � r ' i � � i I i ' ! SPRINKLER SYSTEM HYDRAULIC ANALYSIS � Date: 10/07/1994 PMSA-DA3 JOB TITLE: PASCO MEDICAL CENTER SOUTH ADDZTION 3RD FLOOR WATER SUPPLY CURVE ' i i , i I I.JFITER SUPPLY ANAI—Y'SI S 180.0 ; St at i c: 46.00 si Resi d: 40.00 si F1 ow: 1095.0 m I LEGEND jI Pressure available ' 1� at source � i 44.24 psi C� 564.9 gpm � � Pressure required � ?� at source 25.55 psi � 564.9 gpm 150.0 ; ' I I Net Pressure 3� supplied by pumP � � � 100.69 psi C� 465.0 gpm I � � Total Pressure req- � I'+� uired at pump dschg. 119.98 si C� 4 I , i p 65.0 gpm 120.0 I 4 I � � I .� N I a � W 3 I � � � 90.0 � � w � a w � Q . co 60.0 i i ' 1' � 30.0' ' i �'� i I � I � � � � ; � � i �� O.Oi � I I � i i - � � ; I ' i ' -14.7I - I 400600 800 1000 1200 1400 1600 1800 2000 J I FLOW tGPf1) � - � """""'--'�" Sprinkler uater avail-able at source � - - I � I I � � ; � � - -