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7050 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 � � ; � � - - 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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