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HomeMy WebLinkAbout7050 GALL BLVD (4) . ' • i _( / � . (' � � ��� , � � � � F-IYDRAULIC CALCULATIONS � , � � , �� FOR �� U EAST PASCO MEDICAL CEI�TER TRUCK DOCK AT SERVICES BUILDING - � - , ZEPHYRHILLS , FLORIDA -- - " � -- � � - �� CONTRACT NO� � �, - ,�`�,��� I ', `_- �.,� ,�g� DATE = 05-28-93 ��` DESIGN DATA= OCCUPANCY CLASSIFICATTON: ORDINARY HAZARD �; DENSITY� .20 GPIh / 5C� . F1" ., � ! AREA OF APPLICATTON= 2000 SQ . F-f. MAXIMUM COVERAGE PER SPRINKLER= 130 SQ . F7 . � AC7UAL COVERAGE PER SPRINKLER: 97 SQ . FT . NUMBER OF SPRINKI._ERS CALCULATED� 28 H�ADS I TOTAL W(�7ER REQUIRED AT SOURCE � 853 GPM 20 I�SI NAME OF ENGiNEER OF RECORD � PENINSULA ENGINEERING , INC , • 1833 EDGEWATER DRIVE ORLANDO , FLORIDA 3280� i _ NAME OF DESIGNER HARVEY WTLCOiC � . IUTHORI7Y HAVING JURISDIC7ION HRS OF FLORIDA , i , � HYDRAULIC PLACARD INFORMATION LOCATION= SUPPORT BUILDING TRUCK DOCK N0 . OF SPRINKLERS � 28 HEADS i � BASIS OF DESIGN= " ' I L�ENSI7Y � .20 GPM / SQ . FT . DESIGNED AREA OF DEMANU = 2000 SQ . FT . SYSTEM DEMAND = GPiH DI�CHARGE AT PUMP DI�CHARGE = �553 .3 GF'M � P5I REQUIRED AT PUMP DISCHARGE= 107 .3 PSI t . � i SPRINKLER SY�TEM HYDRAULIC ANRLYSIS Page 1 pate�i 05/31193 A =\PASCaDOC ' .70B ETITLE- PASCO MEDICAL C�NTER LOADING DOCK ANT�FREEZE WATEf2 SUPPLY C3ATA " 50URCE 5TATIC RESIq . FL.OW AUAIL . TQTAL �C� '!� NODE PRESS . PRESS . @ PRESS . @ DEMAND PR�:SS . TAG ( PSI } ( PSI ) ( CPM } ( PST ) ( GPM ) ( �5I ) CI1'Y 4b .Q 40 .0 1095 .0 42 .2 8�3 ,3 2Q .0 � AGGR�GATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 853 .3 GPI'1 TOTAL„ HO�E STREAM ALLOWANGE A7 SOURCE 0 .0 GPIh I OTHER H05E STREAM AL�OWANCES 250 .0 GPM ; 7QTfl�. DISCNARGE FROI�f ACTIVE SPRINKLERS 6C33 .3 GPf'� NODE ANALYSIS DATA NODE TAG ELEVAT�ON NODE TYPE PRESSURE DISCHARGE ( FT ) � PST } ( GP��'1 ) 1. � 14 . 1 K= 5 .60 12 .0 19 .4 2 14 .1 K= 5 .6Q 22 .8 20 .1 3 ; 11 .5 K= 5 .6d 13 .� 24 .8 4 � 11 .5 K= 5 .6(? 15 .1 21 .t3 5 14 . 1 K= 5 ,6C7 12 .0 19 ,�� 6 ' 14 .1 K= 5 .60 1? .9 20 .1 7 11 .5 K= 5 .60 13 .8 20 .8 8 21 .5 K= 5 .6C7 15 .2 21 .8 9 1� ."1 K= 5 .6fl 22 .2 29 .6 20 � 14 .1 K= 5 .b4 13 .1 20 .3 11 11 .5 K= 5 .60 24 .Q 21 .Q 1,2 11 .5 K= 5 .60 15 .4 22 ,Q 13 � 14 .1 K= 5 .60 12 .6 19 .9 14 14 .1 K= 5 .60 13 .5 20 .6 � 15 � 11 .5 K= 5 .60 1�F .� 21 .3 16 �, 11 .5 K= 5 .bd 15 .8 22 .3 17 24 .1 K= 5 .6fl 13 .3 20 .5 � 28 1� .1 K= 5 .b0 14 .3 22 .2 19 21 .5 K= 5 .60 15 .2 22 .8 20 11 .5 K= 5 .60 1b .7 22 .�3 21 � 14 .1 K= 5 .60 14 .6 21 .4 22 14 . 1 K= 5 .60 15 .7 22 .2 23 � 11 .5 K= 5 .6� 16 .6 22 .8 24 21 .5 K- 5 .bU 18 .2 23 .`-3 25 14 .2 K= 5 .6Q 1Ca .5 22 .7 26 � 14 .1 K= 5 ,60 2� .? 23 .5 27 � 11 .5 K= 5 .60 18 .6 24 .1 � 28 I 11 .5 K- 5 .60 20 .3 26 .3 29 11 .5 - - - - 16 .5 -- -- - 30 11 .5 - - - - 1b .5 _ _ _ � 3 2 12 .5 - - - - 16 .8 _ -- �- 32 21, .5 - - - - 11 .3 _ _ _ 33 ', 11 .5 - - - - 18 .2 -- _ _ 34 11 .5 - - - - 19 .8 _ _ _ _ i . , I � � • }-IYDRAULIC CALCULATIONS I ' �o� . , �as-r P�sco r��azca� c���r�R i TRUCK DOCK AT 5Ef;VICES BUILdING i � ZEPHYRHILLS , F"LORIDA I CONTRAC"C NO: r DAfiE : 05-28--93 DESIGN QATA� � OCCUPANCY CLASSIFICR7IdN� ORDINARY HAZAf�D DENSITY: .20 GPih / 5c� , FT ., � �G AREA OF APPI�I CA7I ON= 20(JQ SQ . F'7 . � MAXIMUM COUERAGE PER SPRINKLER= 130 SQ . FT . I � ACTUAL GOVERAGE PER SPRINKLEF2: 97 SQ . �"T . � NUMBER OF SPRINKLCRS CpLClJL.ATED= 2� HEAC7S 70TAL WATER REQUIRED AT S(�URCE� 853 GPM 20 PSI NAME OF ENG:CNEER OF RECORD: PENTNSULA ENGINEERING , INC . � 1833 EDGEWATER DRIVE dRLANDO , F�QRIQA 32_BQ�� ' NAMC OF aESIGNER NARV�Y WTl_COX �I AUTHORTTY H�VING JURISDIC7ION HR5 CtF Fl..ORIl7A , , ( � HYDRAULIC PLACARD INFORP'IATION � LOCATION= SUFPORT BUILDZNG TRUCK pOCK � N0 . OF SPRINKLERS. 28 HEADS � BASIS OF DESIGN= . , ` DENSITY: .20 CPi� / �Q . FT . I DESIGNED A�EA OF DEMAND= 24�0 �Q _ FT . � . I SYSTEM DEMAiVD= � C-iPM DISCHARGE A7 Pl.al�1P DISCf-iARGE � 853 .3 GPM � '� ,� ., ... .� ,_ , .. — � PSx R��U�R�� (-1T f�Ilivll� nT�r^t..i.^.c,r,r.. . � ' i i " ; SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pa�e 2 � � JOB TITLE= PASCO MEDICAL CENTER LOADING DOCK AN`fIFREEZE NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ( FT ) ( PSI ) ( GPM ) 35 11 .5 - - - - 22 .2 - - - 36 11 .5 - - - - 28 .8 - - - 37 i 11 .5 - - - - 47 .0 - - - 38 11 .5 - - - - 73 .4 - - - 39 11 .5 - - - - %4 .3 - - - 40 ; 11 .5 - - - - 76 .8 - - - 42 11 .5 - - - - 82 .1 - - - 43 ! 11 .5 - - - - 93 .3 - - - 37A ' 11 .5 - - - - 98 .8 - - - G1 � 9 .0 HOSE STREAI�1 100 .5 250 .0 D � 9 .0 - - - - 101 .4 - - - G j 9 .0 - - - - 101 .6 - - - C � 9 .0 - - - - 102 .9 - - - A � 2 .0 - - - - 106 .8 - - - DISCH 2 .0 - - - - 107 .3 - - - SUCT 2 .0 - - - - 13 .0 - - - BASE -3 .0 - - - - 15 .4 - - - BF-0 1 .5 - - - - 14 .0 - - - BF-I 1 .5 - - - - 19 .0 - - - CITY , 1 .5 SOURCE 20 .0 853 .3 I � � � . � i I , � � . �I _ I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 � ' JOB TITLE: PASCO MEDICAL CENTER LOADING DOCK ANTIFREEZE PIPE DATA ' PIPE iAG Q( GPM ) DTA( IN ) LENGTH PRESS . END, ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUM . NODE!S ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./F7 ( PSI ) I P'ipe= 1 -19 .4 1 .049 PL 7 .00 PF 0 .9 1 � 14 .1 5 .6 12 .0 19 .4 7 .2 120 FTG ---- PE 0 .0 2 14 . 1 5 .6 12 .8 20 . 1 0 .123 TL 7 .00 PV 0 .3 P�ipe : 2 -39 .5 1 .380 PL 9 .00 PF 2 .5 2 ! 14 .1 5 .6 12 .8 20 . 1 8 .5 120 FTG 2E'1' PE 1 . 1 29 11 .5 0 .0 16 .5 0 .0 0 .120 TL 21 .00 PV 0 .5 P�ipe = 3 -20 .8 1 .049 PL 9 .50 PF 1 .3 3 11 .5 5 .6 13 .8 20 .8 7 .7 120 FTG ---- PE 0 .0 4 ' 11 .5 5 .6 15 .1 21 .8 0 .140 TL 9 .50 PV 0 .4 Pipe� 4 -42 ,5 1 .380 PL 4 .00 PF 1 .4 4 ' 11 .5 5 .6 15 . 1 21 .8 9 . 1 120 FTG 'f PE 0 .0 29 I 11 .5 0 .0 16 .5 0 ,0 Q .138 1'L 10 .00 PV Q .6 Pipe= 5 -19 .4 1 .049 PL 7 .00 PF 0 .9 5 � 14 .1 5 .6 12 .0 19 .4 7 .2 120 FTG ---- PE 0 .0 6 14 .1 5 .6 12 .9 20 . 1 0 . 123 TL 7 .00 PV 0 .3 � Pipe: 6 -39 .5 1 .380 PL 9 .00 Pf-2 .5 6 � 14 .1 5 .6 12 .9 20 . 1 8 .5 120 FTG 2ET PE 1 .1 30 11 .5 0 .0 16 .5 0 .0 0 .121 TL 21 .00 PV 0 ,5 Pi�pe: 7 -20 .8 1 .049 PL 9 .50 PF 1 .3 7 ! 11 .5 ` 5 .6 13 .8 20 .8 7 .7 120 FTG ---- PE 0 .0 8 11 .5 5 .6 15 .2 21 .8 0 . 140 TL 9 .50 PV 0 .4 P i�pe= 8 -42 .6 1 .380 PL 4 ,00 PF 1 .4 8 11 .5 5 .6 15 .2 21 .8 9 . 1 120 F7G T PE 0 .0 30 I 11 .5 0 .0 16 .5 0 .0 0 .139 TL 10 ,00 PV 0 .6 Pipe� 9 -19 .6 1 .049 PL 7 .00 PF Q .9 9 � 14 .1 5 .6 12 .2 19 .6 7 .3 120 FTG ---- PE 0 .0 10 ��I 14 .1 5 .6 13 .1 20 .3 0 .125 TL 7 .00 PV 0 .4 Pipe= 10 -39 .9 1 .380 PL 9 .00 PF 2 .6 10 14 . 1 5 .6 13 .1 20 .3 8 .5 120 FTG 2ET PE 1 . 1. 31 11 .5 0 .0 16 .8 0 .0 0 .123 TL 21 .00 PV 0 .5 i , Pipe= 11 -21 .0 1 .049 PL 9 .50 PF 1 .4 11 � 11 .5 5 .6 14 .0 21 .0 7 .8 120 FTG ---- PE 0 .0 12 I 11 .5 5 .6 15 .4 22 .0 0 . 142 TL 9 .50 PV 0 .4 - Pipe: 12 -43 .0 1 .380 PL 4 .00 PF 1 .4 12 � 11 .5 5 .6 15 .4 22 .0 9 .2 120 FTG T PE 0 .0 31 '� 11 .5 0 .0 16 .8 0 .0 0 .141 7L 10 .00 PV 0 .6 I Pipe : 13 -19 .9 1 .049 PL 7 .00 PF 0 .9 13 14 .1 5 .6 12 .6 19 .9 7 .4 120 FTG ---- f�E 0 .0 � 14 , 14 . 1 5 .6 13 .5 20 .6 0 . 129 TL 7 .00 PV 0 .�4 � � ,I ' � � i ,I - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 � JOB TIITLE: PASCO MEDICAL CENTER LOADING DOCK ANTIFREEZE PIPE DATA ( cont . ) � � PIPE TAG Q( GPM ) DIA( TN ) LENGTN PRE5S . END ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUNI , NODES ( FT ) ( K ) ( PSI ) ( GPIh ) F .L ./FT ( PSI ) Plipe: 14 -40 .5 1 .380 PL 9 .00 PF 2 .6 14 '� 14 .1 5 .6 13 .5 20 .6 8 .7 120 FTG 2ET PE 1 .1 32 � 11 .5 0 .0 17 .3 0 .0 0 . 126 TL 21 .00 PV Q .5 Pli pe: 15 -21 .3 1 ,049 PL 9 .50 PF 1 .4 15 �' 11 .5 5 .6 14 .4 21 .3 7 .9 120 F'TG ---- PE 0 .0 16 11 .5 5 .6 15 .8 22 .3 0 .146 TL 9 .50 PV 0 .4 P'�iPe= 16 -43 .5 1 .380 PL 4 .00 PF 1 .4 16 11 ,5 5 .6 15 .8 22 .3 9 .3 120 FTG 7 PE 0 .0 32 11 .5 0 .0 17 .3 0 .0 0 .144 TL 10 .00 PV 0 .6 I Pipe: 17 -20 .5 1 .049 PL 7 .00 PF O .� 17 14 .1 5 .6 13 .3 20 .5 7 .6 120 FTG ---- PE 0 .0 18 � 14 .1 5 .6 14 .3 21 .2 0 .136 TL 7 .00 PV 0 .�E I Pipe= 18 -41 .6 1 .380 PL 9 .00 PF 2 .8 18 � 14 .1 5 .6 14 .3 21 .2 8 .9 120 FTG 2ET PE 1 , 1 33 I 11 .5 0 .0 18 .2 0 .0 0 . 133 TL 21 .00 PV 0 .5 Pipe: 19 -21 .8 1 .049 PL 9 .50 PF 1 .5 19 I 11 .5 5 .6 15 .2 21 .8 8 .1 120 FTG ---- PE 0 .0 20 � 11 .5 5 .6 16 .7 22 .9 0 .153 TL 9 .50 PV 0 .4 Pi�pe= 20 -44 .7 1 .380 PL 4 .00 PF 1 .5 20 i 11 .5 � 5 .6 16 .7 22 .9 9 .6 120 FTG T PE 0 .0 33 11 .5 0 .0 18 .2 0 .0 0 .152 TL 10 .00 PV 0 .6 Pilpe= 21 -21 .4 1 .049 PL 7 .00 PF 1 .0 21 �� 14 . 1 5 .6 14 .6 21 .4 8 .0 120 �TG ---- PE 0 .0 22 14 .1 5 .6 15 .7 22 .2 0 .148 TL 7 .00 PV 0 .4 i Pipe: 22 -43 .6 1 .380 PL 9 .00 PF 3 .0 , 22 � 14 .1 5 .6 15 .7 22 .2 9 .3 120 FTG 2ET PE 1 .1 34 j 11 .5 0 .0 19 .8 0 .0 0 .145 TL 21 .00 PV 0 .6 PiPe: 23 -22 .8 1 .049 PL 9 .50 PF 1 .6 23 � 11 .5 5 .6 16 .6 22 .8 8 .5 120 FTG ---- PE 0 .0 24 I 11 .5 5 .6 18 .2 23 .9 0 .166 TL 9 .50 PV 0 .5 PiPe: 24 -46 .7 1 .380 PL 4 .00 PF 1 .6 24 11 .5 5 .6 18 .2 23 .9 10 .0 120 FTG T PE Q .0 � 34 I 11 .5 0 .0 19 .8 0 .0 0 . 16�E TL 10 .00 PV 0 .7 • PiPe: 25 -22 .7 1 .049 PL 7 .00 PF 1 .2 25 � 14 .1 5 .6 16 .5 22 .7 8 .4 120 FTG ---- PE O .Q 26 I 14 .1 5 .6 17 .7 23 .5 0 .165 TL 7 .00 PV 0 .5 I , Pipe: 2b -46 .3 1 .380 PL 9 .00 PF 3 .4 26 ! 14 .1 5 .6 17 .7 23 .5 9 .9 120 FTG 2ET PE 1 .1 35 f 11 .5 0 .0 22 .2 0 .0 0 . 161 TL 21 .00 PV 0 .7 I ' � i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: PASCO MEDIGAL CENTER LOADING DOCK ANTIFREEZE PIPE DITA ( cont . ) RIPE TAG Q( GPM ) DIA( IN ) LENGTH PRESS . END�;'� ELEV . NOZ . PT DTSC . VEL( FPS ) HW( C ) ( FT ) SUM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./F'7 ( PSI ) Pipe � 27 -24 .1 1 .049 PL 9 .50 PF 1 .� 27 � 11 .5 5 .6 18 .6 24 . 1 9 .0 120 F7G ---- PE 0 .0 28 � 11 .5 5 .6 20 .3 25 .3 0 .184 TL 9 .50 PV 0 .5 Pipe: 28 -49 .4 1 .380 PL 4 .OQ PF 1 .8 28 ,� 11 .5 5 .6 20 .3 25 .3 10 .6 120 FTG T P� 0 .0 35 �� 11 .5 0 .0 22 .2 0 .0 0 . 182 TL 10 .00 PV O .cs Pipe : 29 -82 .0 3 .260 PL 8 .50 PF 0 . 1 29 11 .5 0 .0 16 .5 0 .0 3 .2 120 FTG ---- PE Q .O 30 11 .5 0 .0 16 .5 0 .0 0 .007 TL 8 .50 PV Q .1 Pipe: 30 -164 . 1 3 .260 PL 10 .00 PF 0 .3 30 i 11 .5 0 .0 16 .5 0 .0 6 .3 120 FTG ---- PE 0 .0 31 � 11 .5 0 .0 16 .8 0 .0 0 .026 TL 10 .00 PV 0 .3 Pipe � 31 -247 .0 3 .260 PL 8 .50 PF 0 .5 31 11 .5 0 .0 16 .8 0 ,0 9 .5 120 FTG ---- PE 0 .0 32 11 .5 0 .0 17 .3 0 .0 0 .054 TL 8 .50 PV O .b Pipe= 32 . -331 .0 3 .260 PL 10 .00 PF 0 .9 32 � 11 .5 0 .0 17 .3 0 .0 12 .7 120 FTG ---- PE 0 .0 33 � 11 .5 O ,0 18 ,2 0 .0 0 .093 TL 10 .00 PV 1 . 1 Pipe � 33 -417 .3 3 .260 PL 11 .33 PF 1 .6 33 I 11 .5 �- 0 .0 18 .2 0 .0 16 .0 120 F7G ---- PE 0 .U 34 ' 11 .5 0 .0 19 .8 0 .0 0 .144 7L 11 .33 PV 1 .l Pi'�pe� 34 -507 .6 3 .260 PL 11 .33 PF 2 .:� 34 � 11 .5 0 .0 19 .8 0 .0 19 .5 120 F`fG ---- PE 0 .0 , �5 11 .5 0 .0 22 .2 0 .0 0 .206 TL 11 .33 PV 2 .6 Pi'pe= 35 -603 .3 3 .260 PL 15 .5Q PF 6 .7 . 35 11 .5 O .0 22 .2 0 .0 23 .2 120 FTG E PE 0 .0 36 11 .5 0 .0 28 .8 0 .0 0 .284 TL 23 .50 PV 3 .b Pi�pe: 36 -603 ,3 3 .260 PL 40 .00 PF 18 ,2 36 11 .5 O .0 28 .8 0 .0 23 .2 120 FTG 3E PE 0 .0 37 11 .5 0 .0 47 .0 0 .0 0 .284 7L 64 .00 PV 3 .6 Pipe� 37 -603 .3 3 .260 PL 16 .00 PF 26 .4 37 ! 11 .5 O .0 47 .0 0 .0 23 .2 120 FTG 3E2TC PE 0 .0 38 i 11 .5 0 .0 73 .4 0 .0 0 .284 TL 93 .00 PV 3 .6 ' Pipe= 38 -603 .3 3 .260 PL 3 .00 PF 0 .9 38 � 11 .5 0 .0 73 .4 0 .0 23 .2 120 FTG ---- PE 0 .0 39 ' 11 .5 0 .0 74 .3 0 .0 0 .284 7L 3 .00 PV 3 .6 Pipe= 39 -603 .3 3 .260 PL 9 .00 PF 2 .6 39 � 11 .5 O .0 74 .3 0 .0 23 .2 120 FTG ---- PE O .0 40 i 11 .5 O .O 76 .8 0 .0 0 .284 TL 9 .00 PV 3 .6 � . . i . ,I � SPRINKLER SYSTEh1 HYDRAULIC ANALYSIS Page 6 I . JOS TIITLE: PASCO MEDICAL CENTER LOADING DOCK AN7IFREEZE PIPE DATA ( cont . ) • PIPE T'AG Q( GPM ) DIA( IN ) LENGTH PRESS . END� ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUI�I . NODEiS ( FT ) ( K ) ( PSI ) ( GPNI ) F .L ./FT ( PSI ) Pl�ipe : 40 -603 .3 3 .260 PL 1 .50 PF 5 .3 40 j 11 .5 0 .0 76 .8 0 .0 23 .2 120 FTG T PE 0 .0 42 11 .5 0 .0 82 .1 0 .0 0 .284 TL 18 .50 PV 3 .6 I % Plpe: 41 -603 .3 3 .200 PL 31 .50 PF 11 .2 + 42 I 11 .5 0 .0 82 .1 0 .0 23 .2 120 F7G E PE 0 .0 43 11 .5 0 .0 93 .3 0 .0 0 .28�E TL 39 .50 PV 3 .6 Pipe= 42 -b03 .3 4 .260 PL 62 .00 PF 5 .6 43 11 .5 0 .0 93 .3 0 .0 13 .6 120 FTG E PE 0 .0 37A 11 .5 0 .0 98 .8 0 .0 0 .077 TL 72 .00 PV 1 .2 '� Pipe: 43 -603 .3 4 .260 PL 6 .00 I�F 0 .6 37A � 11 .5 0 .0 98 .8 0 .0 13 .6 120 FTG G PE 1 . 1 G1 9 .0 H .S _ 100 .5 250 .0 0 .077 TL 8 .00 PV 1 .2 Pi�pe: 44 -853 .3 6 .357 PL 8 .00 PF 0 .9 G1 I 9 .0 H .S . 100 .5 250 .0 8 ,6 120 FTG TG PE 0 .0 D � 9 .0 0 .0 101. .4 0 .0 0 .021 TL 41 .00 PV 0 .5 Piipe: 45 -853 .3 6 .357 PL 9 .00 PF 0 .2 D i 9 .0 0 .0 101 .4 0 .0 8 .6 120 F7G ---- PE 0 .0 G 9 .0 0 .0 101 .6 0 .0 0 .021 TL 9 .00 PV 0 .5 I Pipe : 46 -853 .3 6 .357 PL 32 .50 PF 1 .3 G 9 .0 " 0 .0 101 .6 0 .0 8 .6 120 FTG T PE 0 .0 C � 9 .0 0 .0 102 .9 0 .0 0 .021 TL b2 .50 PV 0 .5 Pipe : 47 -853 .3 8 .071 f�L 132 .00 PF 0 ,9 C i 9 .0 0 .0 102 .9 0 .0 5 .4 120 FTG ---- PE 3 .0 A ,I 2 .0 0 .0 106 .8 0 .0 0 .007 TL 132 .00 PV 0 .2 PiPe: 48 -853 .3 8 .071 PL 10 .00 PF 0 .5 A � 2 .0 0 ,0 106 .8 0 .0 5 .4 120 FTG ECG PE 0 .0 " DISCH � 2 .0 0 .0 107 .3 0 .0 0 .007 TL 77 .00 PV 0 .2 Pipe: 49 FIRE PUMP Rating= 1500 ,0 gpm @ 100 .0 psi SUCT � 2 .0 0 .0 13 .0 0 .0 Avail . = 853 .1 gpm @ 100 .0 psi DISCH I 2 _0 0 .0 107 .3 O .Q Req 'd . � 853 .1 gpm @ 94 .3 psi , PiPe: 50 -853 .2 8 .071 PL 10 .00 PF 0 .� SUCT i 2 .0 0 .0 13 .0 0 .0 5 .4 120 FTG EG PE 2 .2 BASE -3 .0 0 .0 15 .4 0 .0 0 .007 TL 32 .00 PV 0 .?_ I w Pipe� 51 -853 .3 8 .071 PL 40 .00 PF 0 .6 BASE �� -3 .0 0 .0 15 .4 0 .0 5 .4 140 FTG E3LG PE 1 .9 BF-0 1 .5 0 .0 14 .0 0 .0 0 .005 TL 121 . 13 PV 0 .2 Piple = 52 FIXED PRESSURE LOSS DEVTCE BF-I � 1 .5 O .0 19 .0 0 .0 5 .0 psi , 853 .3 gprn BF-O � 1 .5 0 .0 14 .0 0 .0 � � • , I i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TI�ILE: PASCO MEDICAL CENTER LOADING DOCK ANTIFREEZE PIPE D,ATA' ( cont . ) PIPE T'AG 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 ( PST ) Plipe: 53 -853 .3 8 .071 PL 90 .00 PF 1 .0 BF-I I 1 .5 0 .0 19 .0 0 .0 5 ,4 140 F7G T3L2G PE U .0 CITY � 1 .5 SRCE 20 .0 ( N/A ) 0 .005 TL 199 .06 FV 0 .2 i NOTES= � ( 1 ) Calculations were �erformed by the HASS 5 .6 .0 cornputer progY-am under license no . 428L203 granted by HRS Systems , Inc . 2193 Ranchwood Dr . , N .E . Atlanta , GA 30345 ( 2 ) 7he system has been balanced to provide an average imbalance at each node of O .00b gpm and a m�ximum imbalance at any node of 0 .153 gpm . ( 3 ) Velocity pressures are printed •For information only , and are not used in balancing the system . Maximum water veloc�ty is 23 .2 ft/sec at pipe 35 . ( 4 ) PIPE FITTINGS TABLE � Pipe Table Name: STANDARD .PIP I PAGE= A MAT'ERYAL= S40 HWC� 120 Di�ameter Equival�nt Fitting Lengths in Feet ( in ) E T L C B G A D � E11 7ee LngEll ChkVlv BfyVlv GatVlv A1mChk 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 1.O .OQ , 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pdge 8 ' JOB TI'�TLE: PASCO MEDICAL CENTER LOADING DOCK AIVTIFREEZE WATER SUPPLY CURVE . ,I 60+� � , � � � � � � 55+ � � � � � � � , 50+ I � � � 'I *\�\\\ 45+ �I �\\\ ; ,� \\\\ ; � 0\\\ i � . \\\\ P 40+ �� � <-40 .0 psi @ 1095 gprn R ; � Flow Test Point E � � � , 5 ; I S 35+ � I R ' I� i I E � i 30+ �i ( � I ' I P ' I � S ' � I 25+ � ` � � I i � , ; �� 20+ �� X � i � ' � I � � ' I i , 15+ ' � I --- ' �I � � �--------------------------- , ---i-------------------------- 10+ LEGEND " � �� � ; X � Required Water Supply " ; �i20 .00 psi C� 853 .3 gpm " 5+ � �� ; 0 �,-- Available Water Supply " ; 42 .22 psi @ 853 .3 gpm " � �� • , O++-+-�--+----+-----+------+--------+--------+___------+-____------+ 400 600 800 1000 1200 1400 1600 1800 ?_000 , FLOW ( GPM ) � � �� _ ,