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3751 LAUREL VALLEY BLVD
, F ' ' I • � �� I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 ^ � Date : 08/31/1997 10-1597 . SDF JOB TITLE: MAJESTIC OAKS CLUBHOUSE - PENDANT SPRINKLERS BELOW CEILING WATER SUPPLY DATA ; � �� SOURCE S�TATIC RESID. FLOW AVAIL. TOTAL REQ'D NOL�E PRESS . PRESS . @ PRESS . @ DEMAND PRESS . TAC- (IPSI) {pSI) (GPM) (PSI) (GPM) (PSI) F 60 . 0 59 . 0 1000 . 0 59 . 9 307 .2 51 .1 AGGREGATE FLOW ANALYSIS : � TOT�.L FLOW AT SOURCE 307 . 2 GPM � TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM , OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM , TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 207 .2 GPM � � NODF, ANALYSIS DATA � � NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE _ �/ , , � (FT) {PSI) (GPM) �,�/� I � � a t I 26 . o - - - - 25 . a - - - OCT-21._1997 = 3 ; 26 . 0 - - - - 25 .2 - - - - _ � 4 � 26 . 0 - - - - 25 . 2 - - - �, _ _ 5 � � 26 . 0 - - - - 25 .2 - - - 6 ' 26 . 0 - - - - 25 .2 - - - 7 ; 26 . 0 - - - - 25 .2 - - - 8 i 26 . 0 - - - - 25 .2 - - - 9 26 . 0 - - - - 25 .2 - - - 10 i 26 . 0 - - - - 25 .2 - - - 11 ; 25 . 0 - - - - 25 . 6 - - - 12 24 . 0 - - - - 24 . 8 - - - 13 ' 24 . 0 - - - - - 24 . 8 - - - 14 ; , 24 . 0 - - - - 24 . 8 - - - 15 � 24 . 0 - - - - 24 . 8 - - - 16 � 24 . 0 - - - - 24 . 8 - - - 17 ' ' 24 . 0 - - - - 24 . 8 - - - 18 I 23 . 0 - - - - 25 .2 - - - 19 21 . 5 - - - - 14 . 7 - - - 20 � ; 21 .5 K= 5 . 60 14 . 7 21 .5 21 , 21 .5 K= 5 . 60 16 . 1 22 . 5 22 , I 21 .5 - - - - 24 .5 - - - 23 � 21 .5 K= 5 . 60 12 . 1 19 .5 24 � 21 .5 K= 5 . 60 13 . 1 20 . 2 25 I 21 . 5 K= 5 . 60 17 .4 23 _4 26 � I20 .5 - - - -_ 26 . 1 - - - 27 � 19 . 5 - - - - 26 _ 6 , - - - 28 � 19 .5 - - - - 26 . 6 - - - 29 ; 19 .5 - - - - 26 . 6 - - - 30 19 .5 - - - - 26 . 6 - - - 31 � 19 .5 - - - - 26 . 6 - - - 32 � 19 .5 - - - - 26 . 6 - - - 33 j 18 .5 - - - - 27 . 0 - - - � '. 34 ' 17 . 0 K= 5 . 60 18 .2 23 .9 `� � i • . � SPRINKLER SYSTEM HYDR.AULIC ANALYSIS Page 2 � ' Date: 08/31/1997 10-1597 .SDF JOB TITLE: MAJESTIC OAKS CLUBHOUSE NODE! TAG ELEVATION NODE TYPE PRESSURE DTSCHARGE I . i(FT) (PSI) (GPM) 35 � � 17 . 0 K= 5 . 60 19 . 9 25 . 0 36 i 17 . 0 - - - - 26 . 8 - - - 37 17 . 0 K= 5 . 60 20 . 0 25 . 1 38 � 17 . 0 K= 5 . 60 21 . 9 26 .2 39 � 116 . 0 - - - - 2g ,2 - - - 40 ' 17 . 0 - - - - 28 . 0 - - - 41 I 17 . 0 - - - - 28 . 0 - - - 41A ' � 17 . 0 - - - - 28 . 0 - - - 42 17 . 0 - - - - 28 . 0 - - - 43 ' _I17 . 0 - - - - 28 . 0 - - - 44 � � 17 . 0 - - - - 28 . 0 - - - 45 t 16 . 0 - - - - 28 .4 - - - 46 i 12 . 0 - - - - 32 . 0 - - - 47 ' 12 . 0 - - - - 32 . 0 - - - 48 ' � 12 . 0 - - - - 32 .7 - - - 49 I 12 . 0 - - - - 33 . 2 - - - 50 ; 12 . 0 - - - - 33 . 6 - - - 51 ' ' 12 . 0 - - - - 37 . 8 - - - 52 � i 12 . 0 - - - - 40 . 2 - - - � 53 � 12 . 0 - - - - 35 . 6 - - - 54 � 12 . 0 - - - -- 40 . 7 - - - 55 � 1 . 0 - - - - 45 . 9 - - - A � -3 . 0 - - - - 47 . 6 - - - B ' -3 . 0 - - - - 48 .3 - - - C � 3 . 0 - - - - 46 . 0 - - - D I 3 . 0 - - - - 50 . 0 - - - E -3 . 0 - - - - 52 . 9 - - F � 3 . 0 SOURCE 51 . 1 207 . 2 I I I , � i + I , ' I I i � ' I � I � , i I � I I j , i . -� • i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ' Date,: 08/31�/1997 10-1597 .SDF JOB TITLE: MAJESTIC OAKS CLUBHOUSE PIPE� DATA � PIPE: TAG � Q (GPM) DIA(IN) LENGTH PRESS . FND EL;EV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NC�DES ' (F'T) (K) (PSI) (GPM�) F.L./FT (PSI) , Pipe: 1,� 0 . 0 1 . 104 PL 7 . 00 PF 0 . 0 1 2'6 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG E PE 0 . 0 2 2�6 . 0 0 . 0 25 .2 0.. 0 0 . 000 TL 9 .57 PV 0 . 0 ' Pipe: 2� 0 . 0 1.104 PL 6 .50 PF 0 . 0 2 2�6 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 3 i 25 ..0 0 . 0 25 .2 0 . 0 0 . 000 TL 6 .50 PV 0 . 0 + Pipe : 3; 0 . 0 1 . 104 PL 5 . 50 PF 0 . 0 3 26 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 4 2�6 . 0 0 . 0 25 . 2 0 . 0 0 . 000 TL 5 . 50 PV 0 . 0 Pipe: 4 0 . 0 1 .452 PL 5 . 50 PF 0 . 0 4 , 26 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG T PE 0 . 0 5 26 . 0 0 . 0 25 .2 0 . 0 0 . 000 TL 13 . 19 PV 0 .0 ; � Pipe: 5 0 . 0 1 .104 PL 7 . 00 PF 0 . 0 6 i 26 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG E PE 0 . 0 7 � i6 . 0 0 . 0 25 . 2 0 . 0 0 . 000 TL 9 .57 PV 0 . 0 Pipe: 6 0 . 0 1 . 104 PL 6 .50 PF 0 . 0 7 26 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 8 26 . 0 0 . 0 25 .2 0 . 0 0 . 000 TL 6 .50 PV 0 . 0 � Pipe: 7 0 . 0 1 . 104 PL 5 . 50 PF 0 . 0 8 26 . 0 0 . 0 25 . 2 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 9 26 . 0 0 . 0 25 .2 0 . 0 0 . 000 TL 5 .50 PV 0 . 0 Pipe : 9 - 0 . 0 1.452 PL 8 . 00 PF 0 . 0 9 26 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG ---- PE 0 .0 10 ; 26 . 0 0 . 0 25 .2 0 . 0 0 . 000 TL 8 . 00 PV 0 . 0 � Pipe: 10 0 . 0 1 . 687 PL 1 . 75 PF 0 . 0 10 � 26 . 0 0 . 0 25 .2 0 . 0 0 . 0 120 FTG T PE 0 . 0 5 � 26 . 0 0 . 0 25 .2 0 . 0 0 . 000 TL 11 . 79 PV 0 . 0 I ' Pipe: 11 0 . 0 2 . 154 PL 1 . 00 PF 0 . 0 5 26 . 0 0 _ 0 25 . 2 0 . 0 0 . 0 120 FTG T PE 0 .4 11 25 . 0 0 . 0 25 . 6 0 . 0 0 . 000 TL 13 .22 PV 0 . 0 , � Pipe : 12 74 . 0 2 . 154 PL 16 .50 PF 1 .3 11 25 . 0 0 . 0 25 . 6 0 . 0 6 .5 120 FTG 2E PE 0 . 9 18 ' 2i . 0 0 . 0 25 . 2 0 . 0 0 . 044 TL 28 . 72 PV 0 .3 ' Pipe: 13 0 . 0 1 . 104 PL 9 .50 PF 0 . 0 12 24 . 0 0 . 0 24 . 8 0 . 0 0 . 0 120 FTG 2E PE 0 . 0 13 24 . 0 0 . 0 24 . 8 0 . 0 0 . 000 TL 14 . 63 PV 0 . 0 I Pipe: 14 0 . 0 1 .452 PL 10 . 00 PF 0 . 0 13 24 . 0 0 . 0 24 . 8 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 14 24 . 0 0 . 0 24 . 8 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 � i . - � i , . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 ' Date': 08/31/1997 10-1597 .SDF � JOB TITLE: MAJESTIC OAKS CLUBHOUSE PIPE� DATA (Icont . ) PIPE TAG I Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NCaDES {ET) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1�5 0 . 0 1 . 687 PL 5 .50 PF 0 . 0 14 ; 2�i4 . 0 0 . 0 24 . 8 0 . 0 0 . 0 120 FTG T PE 0 . 0 15 2�4 . 0 0 . 0 24 . 8 0 . 0 0 . 000 TL 15 . 54 PV 0 .0 � I Pipe: 1,6 0 .0 1.104 PL 9 .50 PF 0 .0 16 � 24 . 0 0 . 0 24 . 8 0 . 0 0 . 0 120 FTG 2E PE 0 . 0 17 I 2�4 . 0 0 . 0 24 . 8 0 . 0 0 . 000 TL 14 . 63 PV 0 . 0 � Pipe: 1'7 0 . 0 1 .452 PL 4 . 50 PF 0 . 0 17 � 24 . 0 0 . 0 24 . 8 0 . 0 0 . 0 120 FTG T PE 0 . 0 15 ; 24 . 0 0 . 0 24 . 8 0 . 0 0 . 000 TL 12 . 19 PV 0 . 0 Pipe : 18 0 . 0 2 . 154 PL 1 . 00 PF 0 . 0 15 24 . 0 0 . 0 24 . 8 0 . 0 0 . 0 120 FTG T PE 0 .4 18 23 . 0 0 . 0 25 . 2 0 . 0 0 . 000 TL 13 .22 PV 0 . 0 i Pipe: 19 74 . 0 2 . 154 PL 4 . 00 PF 0 .2 18 23 . 0 0 . 0 25 . 2 0 . 0 6 .5 120 FTG ---- PE 1 . 1 26 ; 20 .5 0 . 0 26 .1 0 . 0 0 . 044 TL 4 . 00 PV 0 .3 Pipe: 20 0 . 0 1 . 104 PL 4 . 50 PF 0 .0 19 21.5 0 . 0 14 . 7 0.. 0 0 . 0 120 FTG 2E PE 0 . 0 20 21 .5 5 . 6 14 . 7 21 .5 0 . 000 TL 9 . 63 PV 0 . 0 Pipe : 21 -21 .5 1 . 104 PL 12 . 00 PF 1 .4 20 21.5 5 . 6 14 . 7 21 .5 7 . 2 120 FTG ---- PE 0 . 0 21 ' 21 .5 5 . 6 16 . 1 22 .5 0 . 116 TL 12 . 00 PV 0 .3 � Pipe: 22 -43 . 9 1 . 104 PL 13 . 00 PF 8 .4 21 , 21 .5 5 . 6 16 . 1 22 .5 14 . 7 120 FTG T PE 0 . 0 22 21.5 0 . 0 24 .5 0 . 0 0 .435 TL 19 .41 PV 1.5 Pipe: 23 -19 .5 1 . 104 PL 4 .50 PF 0 . 9 23 I 21 .5 5 . 6 12 . 1 19 .5 6 .5 120 FTG 2E PE 0 . 0 _ 24 � 21 .5 5 . 6 13 . 1 20 . 2 0 . 097 TL 9 . 63 PV 0 .3 i Pipe: 24 -39 . 7 1 .104 PL 12 . 00 PF 4 .3 24 21 .5 5 . 6 13 . 1 20 .2 13 .3 120 FTG ---- PE 0 . 0 25 21 .5 5 . 6 17 .4 23 .4 0 .361 TL 12 . 00 PV 1 .2 � ' Pipe: 25 -63 .1 1 . 104 PL 2 . 00 PF 7 .1 25 I 21 .5 5 . 6 17 .4 �23 .4 21 . 1 120 FTG T PE 0 . 0 22 � 21 .5 0 . 0 24 .5 0 . 0 0 . 850 TL 8 .41 PV 3 . 0 I i Pipe: 26 -107 . 0 2 . 154 PL 1 . 00 PF 1 .2 22 � 21.5 0 . 0 24 .5 0 . 0 9 .4 120 FTG T PE 0 .4 26 ; 20 . 5 0 . 0 26 . 1 0 . 0 0 . 087 TL 13 .22 PV 0 . 6 P1Pe: 2� -33 . 0 2 . 154 PL 5 . 00 PF 0 . 0 26 � 20 .5 0 . 0 26 . 1 0 . 0 2 .9 120 FTG ---- PE 0 . 9 33 18 .5 0 . 0 27 . 0 0 . 0 0 . 010 TL 5 . 00 PV 0 . 1 i � . . I i ` i i� - - I , _ - i � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 � L Date: OS/31/1997 10-1597 .SDF JOB �TITLE: �MAJESTIC OAKS CLUBHOUSE PIPE DATA (cont . ) - PIPE TAG � ' Q (GPM) DIA{IN) LENGTH PRESS . I�ND ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NiDES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 28 0 . 0 1.104 PL 10 . 00 PF 0 . 0 27 19 .5 0 . 0 26 . 6 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 28 19 .5 0 . 0 26 . 6 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 Pipe: 29 0 . 0 1 .452 PL 10 . 00 PF 0 .0 28 19 .5 0 . 0 26 . 6 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 29 19 .5 0 . 0 26 . 6 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 � - Pipe: 30 0 . 0 1. 687 PL 5 .50 PF 0 . 0 29 i 19 .5 0 . 0 26 . 6 0 . 0 0 . 0 120 FTG T PE 0 . 0 30 ; 19 .5 0 . 0 26 . 6 0 . 0 0 . 000 TL 15 . 54 PV 0 . 0 � � ; � Pipe: 31 0 . 0 1 . 104 PL 10 . 00 PF 0 . 0 31 19 .5 0 . 0 26 . 6 0 . 0 0 . 0 120 FTG ---- PE 0 .0 32 19 .5 0 . 0 26 . 6 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 i Pipe: 32 0 . 0 1 .452 PL 4 .50 PF 0 . 0 „ 32 19 .5 0 . 0 26 . 6 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 30 19 .5 0 . 0 26 . 6 0 . 0 0 . 000 TL 4 .50 PV 0 . 0 Pipe: 33 0 . 0 2 . 154 PL 1 . 00 PF 0 .0 30 I 19 .5 0 . 0 26 . 6 0 . 0 0 . 0 120 FTG T PE 0 .4 33 18 .5 0 . 0 27 . 0 0 . 0 0 . 000 TL 13 .22 PV 0 .0 i Pipe: 34 -33 . 0 2 . 154 PL 8 . 00 PF 0 .1 33 18 .5 0 . 0 27 . 0 0 . 0 2 .9 120 FTG ---- PE 1 .1 39 16 . 0 0 . 0 28 .2 0 . 0 0 . 010 TL 8 . 00 PV 0 . 1 ' Pipe: 35 -23 . 9 1.104 PL 12 . 00 PF 1 . 7 34 1, 7 . 0 5 . 6 18 . 2 23 . 9 8 . 0 120 FTG ---- PE 0 . 0 35 17 . 0 5 . 6 19 . 9 25 . 0 0 . 141 TL 12 . 00 PV 0 .4 � Pipe: 36 -48 .8 1 . 104 PL 13 . 00 PF 6 .9 35 17 . 0 5 . 6 19 . 9 25 . 0 16 .4 120 FTG ---- PE 0 . 0 36 1'7 . 0 0 . 0 26 . 8 0 . 0 0 .529 TL 13 . 00 PV 1 . 8 Pipe: 3�7 -25 . 1 1 .104 PL 12 . 00 PF 1 .8 37 � 17 . 0 5 . 6 20 . 0 25 .1 8 .4 120 FTG ---- PE 0 . 0 38 I 1�7 . 0 5 . 6 21. 9 26 .2 0 .154 TL 12 . 00 PV 0 .5 I � ' Pipe : 3�8 -51 .3 1 . 104 PL 2 . 00 PF 4 .9 38 17 . 0 5 . 6 21 . 9 26 .2 17 .2 120 FTG T PE 0 .0 36 17 . 0 0 . 0 26 . 8 0 . 0 0 .579 TL 8 .41 PV 2 . 0 Pipe: 39 -100 . 1 2 . 154 PL 1 . 00 PF 1 . 0 36 1,7 . 0 0 . 0 26 . 8 0 . 0 8 . 8 120 FTG T PE 0 .4 39 16 . 0 0 . 0 28 .2 0 . 0 0 . 077 TL 13 .22 PV 0 .5 I � i Pipe: �4�0 -133 . 1 2 .154 PL 1 .50 PF 0 . 2 39 j 1,6 . 0 0 . 0 28 .2 0 . 0 11 . 7 120 FTG ---- PE 0 . 0 45 � �1;6 . 0 0 . 0 28 .4 0 . 0 0 . 130 TL 1 . 50 PV 0 . 9 i I � I , � - ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 ' � Dat�: 08/31/1997 10-1597 .SDF JOB� TITLE: � MAJESTIC OAKS CLUBHOUSE PIPi DATA (cont . ) PIP� TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. N��DES (FT) (K) (PST) (GPM) F.L./FT (PSI) I I Pipe: 41 0 . 0 1 .104 PL 10 . 00 PF 0 . 0 40 � 17 . 0 0 . 0 28 . 0 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 41 �� 17 . 0 0 . 0 28 . 0 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 ' Pipe: 42 0 . 0 1 .452 PL 10 . 00 PF 0 . 0 41 17 . 0 0 . 0 28 . 0 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 41A 1�7 . 0 0 . 0 28 . 0 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 i � - Pipe: 43 0 . 0 1 . 687 PL 5 . 50 PF 0 . 0 41Ai, 17 . 0 0 . 0 28 . 0 0 . 0 0 . 0 120 FTG T PE 0 . 0 42 � 17 . 0 0 . 0 28 . 0 0 . 0 0 . 000 TL 15 .54 PV 0 .0 ; Pipe: 44 0 . 0 1 .104 PL 10 . 00 PF 0 . 0 43 17 . 0 0 . 0 28 . 0 0 . 0 0 . 0 120 FTG ---- PE 0 . 0 44 i 17 . 0 0 . 0 28 . 0 0 . 0 0 . 000 TL 10 . 00 PV 0 . 0 i ' Pipe: 45 0 . 0 1 .452 PL 4 .50 PF 0 . 0 ' 44 1�7 . 0 0 . 0 28 . 0 0 . 0 0 . 0 120 FTG T PE 0 . 0 42 � 17 . 0 0 . 0 28 . 0 0 . 0 0 . 000 TL 12 . 19 PV 0 . 0 i �, Pipe : 46 0 . 0 2 . 154 PL 1. 00 PF 0 .0 42 ; 1�7 . 0 0 . 0 28 . 0 0 . 0 0 . 0 120 FTG T PE 0 .4 45 ' 16 . 0 0 . 0 28 .4 0 . 0 0 . 000 TL 13 .22 PV 0 . 0 � Pipe: 47 -133 . 1 2 . 727 PL 7 . 00 PF 1 . 9 45 ' 16 . 0 0 . 0 28 .4 0 . 0 7 . 3 120 FTG 2ET PE 1 . 7 46 ,� 12 . 0 0 . 0 32 . 0 0 . 0 0 . 041 TL 45 . 94 PV 0 .4 ' i - � Pipe: 48 -29 . 9 2 . 154 PL 1 .50 PF 0 .0 46 � 12 . 0 0 . 0 32 . 0 0 . 0 2 . 6 120 FTG ---- PE 0 . 0 47 12 , 0 0 . 0 32 . 0 0 . 0 0 . 008 TL 1 .50 PV 0 . 0 Pipe: 4I9 -29 . 9 2 .154 PL 55 . 00 PF 0 . 6 I 47 12 . 0 0 . 0 32 . 0 0 . 0 2 . 6 120 FTG 3E PE 0 . 0 48 12 . 4 0 . 0 32 . 7 0 . 0 0 . 008 TL 73 .34 PV 0 . 0 i I Pipe: 50 -29 . 9 2 . 154 PL 59 .50 PF 0 .5 48 ��, 12 . 0 0 . 0 32 .7 0 . 0 2 . 6 120 FTG E PE 0 . 0 49 ; 12 . 0 0 . 0 33 .2 0_. 0 0 . 008 TL 65 . 61 PV 0 . 0 I i Pipe: 5�1 -74 . 0 2 . 154 PL 28 . 00 PF 2 .3 11 2�5 . 0 0 . 0 25 . 6 0 . 0 6 .5 120 FTG 2ET PE 5 . 6 50 1�2 . 0 0 . 0 33 . 6 0 . 0 0 . 044 TL 52 .45 PV 0 .3 Pipe: 'S2 -29 .�9 2 . 154 PL 45 . 00 PF 0 .4 49 12 . 0 0 . 0 33 .2 0 . 0 2 . 6 120 FTG ---- PE 0 . 0 50 12 . 0 0 . 0 33 . 6 0 . 0 0 . 008 TL 45 . 00 PV 0 . 0 i �, Pipe: 53 -104 . 0 2 . 154 PL 45 .50 PF 4 .3 50 ' 12 . 0 0 . 0 33 . 6 0 . 0 9 .2 120 FTG E PE 0 . 0 51 � 12 . 0 0 . 0 37 . 8 0 . 0 0 . 083 TL 51 . 61 PV 0 . 6 � i � � - ' � ; . . � � SPRINKLER SYSTEM HYDR.AULTC ANALYSIS Page 7 � V " Dat�: 08/31/1997 10-1597 .5DF JOB� TITLE: MAJESTIC 4AKS CLUBHOUSE PIPE DATA {cont . ) PIP� TAG Q (GPM) DTA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL{FPS� HW {�} {FT} SUM. N�i�DES (�'T} (K) (PSI) (GPM) F.L. /FT (PSI) � Pipe: 54 -104 .0 2 . 254 PL 16 . 00 PF 2 .3 51 ! 12 . 0 0 . 0 37 . 8 0 . 0 9 .2 120 FTG T PE 0 . 0 � 52 � 12 . 0 0 .0 40 .2 0 . 0 fl .083 TL 28 .22 PV 0 .� � Pipe: 55 -203 .2 2 .154 PL 38 .00 PF 3 .6 46 � 12 . 0 0 . 0 32 . 0 0 . 0 9 .1 1.20 FTG E PE 0 . 0 � � 53 12 .4 O . Q 35 .6 4 . 0 0 . 082 TL 44 .21 PV 0 . 6 Pipe : 56 -103 .2 2 .154 PL 43 .5Q PF 4 .5 53 ', 12 .0 0 .0 35 . & 0 .0 9 .1 1.20 FTG T PE 0 .0 52 ; �.�2 . 0 0 . 0 40 .2 0 . 0 0 . 081 TL 55 . 72 PV 0 . 6 ' Pipe: 57 -207 . 1 3 ,352 PL 4 .50 PF 0 .5 52 � 22 . 4 0 .0 40 .2 0 , 0 7 .5 120 FTG E PE 0 .0 54 ' 12 . 0 0 . 0 40 . 7 0 . 0 0 . 034 TL 15 .27 PV 0 .4 i � Pipe: 58 -207 .-1 3 .352 PL 11 . 00 PF 0 .4 54 1�2 . Q 0 . 0 40 .7 O .Q 7 .5 120 FTG G PE 4 , $ 55 � 1.0 0 . 0 45 , 9 0 .0 0 . 034 TL 12 .54 PV 0 .4 I P�.pe: 59 -2Q7 .3 34 .98Q PL 5 . 00 PF U .0 55 � 1 . 0 0 . 0 45 .9 0 . 0 0 . 1 140 F'TG E PE 1. . 7 A i --3 .4 O .Q 47 .6 O . Q Q . OQO TL1126 .12 PV 0 .0 � Pipe : 60 -207 .1 4 .114 PL 45 . QQ PF Q .'7 A !, -3 . 0 0 . 0 47 . 6 t7 . 0 5 . 0 1.40 FTG 2E PE 0 . 0 B '� -3 . 0 0 . 0 48 .3 0 . 0 0 . 010 TL 74 .55 PV 0 .2 � i , � Pipe: 61 -207 . 1 3 . 980 PL 8 . 00 PF 0 .3 B j --3 .0 Q . (} 48 .3 0 .0 5 .3 140 FTG E PE -2 .6 C ' 3 . 0 0 . 0 46 . 0 0 . 0 0 , 011 TL 26 . 62 PV 0 .2 Pipe: �6I2 FIXED PRESSURE LOSS DEVTCE � D ' 3 . 0 O . Q 50 . Q O .Q 4 . 0 psi, 207 .1 gprrt C I 3 .0 0 . 0 46 . 0 0 . 0 ; Pipe: 63 -207 .1 3 . 980 PL 8 .00 PF 0 .3 D 3 . 0 0 . 0 50 .0 O . Q 5 .3 150 FTG E PE 2 . 6 E -3 .0 0 . 0 52 .9 O . Q 0 . 410 TL 29 .1.5 PV 0 .2 Pipe: 64 -207 .2 4 .266 PL 6Q .OQ PF 0 .8 E -3 .0 0 . 0 52 . 9 0 . 0 4 . 6 140 FTG TG PE -2 . 5 F �3 .0 SRCE 51 . 1 (N/A) 0 . 008 TL 98 .79 PV 0 .1 NOTES : I {2j Calculatians were performed by the HASS 6 .2 . 0 computer program ; under license no. 8001.H 21. granted by ' HR� Sy'stem�, Iz�C. 2193 Ranchwood Dr. , N.E . , AtlantaJ GA 30345 � � i „ I a- .. � � � I - ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 • ' r Date: 08/31/1997 10-1597 .SDF JOBjTITLE: , MAJESTIC OAKS CLUBHOUSE � (2) The sy'stem has been balanced to provide an average ,' imbalance at each node of 0 . 001 gpm and a maximum � imbalance at any node of 0 . 077 gpm. � i (3;) Velocity pressures are printed for information only, and are ! not used in balancing the system. Maximum water velocity ' is 21 . 1 ft/sec at pipe 25 . (4) PIPE FITTINGS TABLE � Pipe Table Name : STANDARD.PIP PAGE : *� MATERIAL: S40 HWC: 120 Diamet'er Equivalent Fitting Lengths in Feet �i (in) E T L C B G A D i Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv � 1 . 104 2 .57 6 .41 2 .57 6 .41 7 . 70 1 .28 12 . 83 12 . 83 � 1 .452 3 . 84 7 . 69 2 .56 8 . 97 7 . 69 1 .28 12 . 81 12 . 81 I 1 . 687 5 . 02 10 . 04 2 .51 11 .30 7 .53 1 .26 12 .55 12 .55 I 2 . 154 6 . 11 12 .22 3 . 67 13 .45 7 .33 1 .22 12 .22 12 .22 2 . 727 ' 9 .74 19 .47 6 .49 22 . 72 11 .36 1 . 62 16 .23 16.23 3 .352 � i 10 . 77 23 . 09 7 . 70 24 . 62 15 .39 1 .54 20 . 01 15 .39 3 . 980 14 . 00 29 . 75 8 . 75 33 .25 19 .25 1 . 75 24 .50 17 .50 ;� 4 .114 11 . 11 22 .22 6 . 67 24 .44 13 . 33 2 .22 22 .22 11 .11 � 4 .266 13 .26 26 . 52 7 . 95 29 . 17 15 . 91 2 . 65 26 .52 13 .26 i 34 . 980 ' 842 . 951837 .20 713 .272118 .18 842 . 95 172 .911512 . 991080 . 71 � � � I I I I • I . , I I ' I I I i � � � , ; � �I - � I i I - � i � i • • i � I • • � � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 . ' Dat�: 08/31/1997 10-1597 .SDF JOB ITITLE : MAJESTIC OAKS CLUBHOUSE WATER SUPPLY CURVE � i E',0*������0��������������������������������������������������������� � 59 . 0 psi @ 1000 gpm-> * ! Flow Test Point � 5�5+ X 5'0+ , a5+ � � � i P ��0+ R ; E I s _ � S 35+ i i U I R , E i :50+ ' p I s � z z5+ � � i i � Zo+ , ; � � 15+ 10+ LEGEND " I �� I X = Required Water Supply " 51 . 09 psi @ 307 . 2 gpm " 5+ " , ; 0 = Avai.lable Water Supply �� 5�9 . 89 psi @ 307 . 2 gpm " i �� , 0++-+---+----+-----•+------+--------+--------+---------+-----------+ ; 200 300 400 50+0 600 700 800 900 1000 �, FLOW {GPM) I .. � i ; � , �. .`� � � � � I � , . _ I i �ePhs.rh,,,s�� ' ZEPHYRHILLS FIRE I��PARTMENT ; �ephyrhills Florida 33540 - � � ' 38410 6th Avenue Bus (813) 782-8184 Fax (813) 788-3293 I ' ` IF�q�`,�p�• ,� I � � ; j October 27, 1997 i Fire Chief I, Robert Harlwig j i � II , Assistant Chi f � Cross Construction 7im 7ohnsto� �I � Contractor of Majestic Oa1�s Clubhouse ;� Zephyrhills,FL . 'I REF: Sprinkler Plans for Majestic Oaks Clubhouse ; i Aftter reviewing the sprinkler plans and hydraulic calculations Captain Williams made ,i i the decision,based on lus interpretation of NFPA 13,that the attic space did not have � i � � to be sprinklered. � , ! I am rescinding Captain Williams letter da.ted 10/22/97. The Codes* indicate,that in a ; � single story sprinklered building,that ALL spaces,including the attic shall be � � sprinklered. , � � This letter will serve as notice that this assembly shall be fully sprinklered throughout ; � including the attic. � i � s� � � i I � li I � i, Robert G.Hartvv�g , , ' j Zephyrhills Fue Chief ; , RG/klb � ; , � � *NFPA131-b.1 '� ; NFPA134-13.1 , � � � � � I i ��'1!�'1 S���,�/��4-� �, � if � , � ; � � �� ; � � , � _. � I � � ��;phy'r/����6�, ZEPHYR�-IILLS FIRE DEPARTMENT _ Zephyrhills Florida 33540 � 38410 6th Avenue Bus (813) 782-8184 Fax (813) 788-3293 ,F���,,�p'C.` ! October 22, 1997 Fire Chief � Cross Constniction Robert Hartwig' Contractor of Majestic Oaks Clubhouse � Zephy'rhills Fl. � Assistanl Chiefi Jim Jo}mston ' Ref: �onstruction Plans for Majestic Oaks clubhouse , Items # 1,2,3,4,5, and 6 have been corrected on revised plans with a red stamp dated 10- 22-97. � Note :'If appliances that can produce grease laden vapors are installed in the building they � must be protected by a certified hood and extinguishing system. _ Note The sprinkler plans and calculations have been submitted. It is my interpretation that NFPA does not require the attic space nor the exterior overhangs to be sprinklered. � If the Zephyrhills Fire Department can be of any assistance please feel free to call at 813- 7�2-8184. � Captain Jimmy E. Williams ��I'=-1�- �c���--�—* , Zephyrhills Fire Safety Inspector � � I � i . ��'�phSrh���f� ZEPHYRHILLS FIRE DEPAIaTMENT . Zephyrhills Florida 33540 38410 6th Avenue Bus (813) 782-8184 Fax (813) 788-3293 ` 1•�R�`,wQT. M . October 1, 1997 Fire Chief ; qrkay Engineering Inc. Roben Hartwig 921 Shadow Drive, Suite #10 Lakeland, FI 33809 Assistant Chief Jim Johnston' Ref: Construction Plans for Majestic Oaks Clubhouse The following items must be addressed before these plans can be finalized. , Item # 1: Mechanical room must be separated from bathrooms with a one hour rated fire wall. I � Item#2: Fire dampers in all duct that passes through a fire rated wall. Item# 3: All designated exit doors must swing outward. ' Item # 4: Fire extinguishers installed per NFPA 10. Item# 5; If cooking appliances that can produce grease laden vapors are installed in the kitchen they must be protected by a certified hood and extinguishing system. Item # 6: Need two sets of the sprirzkler system plans and hydraulic calculations of that systemi � , If the Zephyrhills Fire Department can be of any assistance please feel free to call at 813- , 782-8184. Captain Jimmy E, Williams , �rti.+� � �.' ,,J����.4.,-�S. , Zephyr�lls Fire Safety Inspector � �