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7050 GALL BLVD (35)
�:, =� .� �� r 1 C � G� -- r' / �� � _ _ � < � q , f-1YDRAUI..,�yC Cr,l_Ctil. �T'fC:P�.I� = T FQR ` % ' � J�� cn,�T (�F`,�CO MED7C(�L CENTF_r2 .-, , ^ � , -. � � � \,' � � -� • - i OUTPATT�"IV7 �U�2GURY �Tf�NDPIPE QC5IG1`�! � \ ' ��- ; ZEPHYRHILL� , Fl_Q1;7Q!1 �' ` � �,. _ � - � _ - � - � CONTRRCT N0 : � ` ' ^ ��� I � ,,_ _ - ��� � DA7E = 0�+-0 _� �3 � � , � D'ESIG(� D�T�= I ; OCCUf��`�NCY CLF�S�IFICATION= LIGHT HaZAFZD i DENSITY= 50CJ G�M � r�5 P�I TOP OF REMOTF STAP�IDPIPF w/ !-II;EA UF �PP�IC(-17T0���� ���0 GPIH EA(�H ADD7ION(-1L S7�1f�1DPIPr 'i"0 !1 I MAXIMUM COVERAGF_ PER SPRINf<LER= NI�XIMUf�i OF �.5i?0 CPP�i , I �CTU�aL. COVEF:f�GE PER SPRTNI<LER = N/�1 I NUMBE� OF SPRINKLERS CALCULATE[.?� I'd/f� 707AL WATER REQUIF2EG �1T SOURCE = 1500 GPNI �Q f'SI � N��I�IE OF ENGTNEER OF I:ECOI;U - PENINSULF� ENGTrlEERING , 1"N(:; . :18:�3 EGGEWA7E1; DF<TVE� i ORLF�NDO , FLC)I�ID(` 3%�pri i � I � 'NF1ME OF DESIGNER HARVcY WtL_CO?: �(-'�UTHORITY I-1AVING JUFZISDICTION HRS 0� FLC)f�IDa i � HYDRAULTC PLF�CARD IN�C)�;NI�T1'OiV ' I ' L_OCATION= ST�iNDPIPE SYSTENi � N0 . OF SPRINKLCRS N/r i , j E3ASIS OF DESIGN' I (��EI�lSITY � 500 GF'M @ E�5 PSS 70� OF REIvIOTE =;T;ND�If'� � DESIGNED Af;F_� Of= DENIARID = w/ 250 GPM RDDEC� rhCh! fif)�7T70NAL_ S .P . M�X 1�00 �;�Ni SYSTEM QEMAND- GPM DISCH�IRGF �T PUI�!� DISCN�RGE � 15G0 .0 �.F'Nl �SI REQUTRED (�T PUI`1P DISi:HARG�' = 1.10 .�i PST. , i `" j Sf�RINKLER SYSTEM' HYDF2�tULIC �NALYSIS Rag� 1 Date= 04/03/93 C PASCCI�{� .70B 7�ITLE; PASCO MEDICAL CEN1"ER OUTnATIENT SURGURY STANDI�IPES WATER SUPPLY DATA SOURCE STATIC RESID . FLOW AVf�IL . TOTF�L F��Q 'D NODr=; PRESS . f�RESS . C� PRES� . @ DEMAIVD �RE55 . TAG i ( PSI ) � PSI ) ( GPM ) ( F'SI ) � GPM ) ( PSI ) CITY � 46 .0 40 .0 1090 .Q 35 .2 1500 ,0 21 .? AGGREGA7E FLOW ANALYSIS= � TOT(�L FLOW AT SOURCE 15Q0 .0 GPN1 TOTAL HOSE STRFAM F�L_I. nW�NCE A7 SOURCF O .O G�M i 07HER HOSE STREAM ALLOWANCES 1500 .0 GPM � TOTAL DISCf-I(�RGE FROM ACTIVE SPRINKLERS 0 .Q �(�M � , NODE 'ANALYSIS DATA � � ' NODE �TAG ELEVATION NODE TYPE PRESSURE DISCHf1RGE i , ( FT ) ( PSI ) ( GPM ) � R 38 .0 HOSE STREAM 74 .2 250 .0 I Q I ?4 .0 - - - �- 80 .8 - - - P � 50 .0 HOSE STREAM 65 .0 500 .0 � 0 � 24 .0 - - - - 7E3 .8 - _ _ N 2� .0 - - - - 79 .9 - _ _ . M 24 .0 - - - - 82 .9 - - - � L 50 .0 HOSE S7REAM 69 . 1 250 .0 ' K � ?4 .0 - - - - 81 .0 - - - J ' 24 .0 - - - - 81 .4 I I � 24 .0 HOSE STREAM 82 .0 250 .0 � H I 24 .0 - - - - �33 .5 - - G � 9 .0 HOSE S7REAM 100 .3 250 .0 G i 9 .0 - - - - 1Q�F .0 - - - A ' 2 .0 - - - - 109 .5 - - - GISCH 2 ,0 - - - - 110 .9 � SUCT � 2 .0 - - - - 10 .9 - - - i BASE � -3 .0 - - - - 13 .7 - - - BF-O ! 1 .5 - - - - 13 .� - - - C�3P-I 1 .5 - � - - �.� ..�� - _ - CITY ; 1 .5 SOURCE ?_1 .2 1500 .0 � , , . i I ' I i � _ , j _ __.. r _ _. � - - �!t i• i i y , SPRINKLER SYiTEM' HYDRAUL,I'C F�NALYSIS F��.��7� 1 Datc�. 04I43I93 ` � pA�Cp�P JOB TITL.�� PASCO MEDICAL G�N1"�R OUTf�ATIENT �URGURY STANDPIPES WRTER SUPPLY D�T� SOURCE STF�TIC R�SID . FLOW AVf�IL . TOTAL R�Q 'D NC�nC� PRES� . (��ESS . C� PRES� . � DEMANt3 aRESS . TAG ( PSI ) ( P5I ) ( GPM ) ( F'�I ) ( GPM ) ( P�I ) i CITY �+6 .Q 40 .0 � 109Q .0 35 .2 1500 .0 2�. .� � AGGREGATE �LOW ANALYSIS: � � • TDTt�L FLOW AT 50URCE 15Q0 .0 C;PNi � TOTAL NOSE S7f2FAM F�L_I. �6J1?NCE �T SOURCF � .0 Gf�M QTNER NOSE STREAM AL�dWANCES 25aC} .C7 GpM TOTAL DISCf-II�RGE FFiOM ACTIV� SPRIf�KLERS 0 .0 r(�M yODE ANALYSIS DATA ' NODE TAG ELEV�TIOM NQpE TYPE PRESSUF�E DZSCHI-1RCE (F7 ) ( PS I } { �p� } R �� 3� .{� H05E S7REAM 74 .2 25n .t? ' c� I �� .o -- _ -- ._ sa .a _ _ _ � � �o .Q �os� s�r���r� �� .� �oo .o Q , 24 .O - - -- - 7� .8 - _ _ N � 24 .0 _ _ _ _ 7� .9 - _ _ . M , 24 .0 _ _ -- _ 8� .9 - - - L 50 .Q HOSE S7REA�1 6� .1 2�0 .0 i< ' 24 .0 - - - - 8�. .C7 - - - � 24 .0 _ _ _ _ 81 .4 - - - I 24 .0 NQSE S7REAM 82 .C} 25� .C� H ?4 ,0 -- - - - 83 .5 - - - G � 9 .Q HOSE STREAM 100 .3 250 .� � c� .Q _ _ _ _ 10� .4 - - - � � 2 .0 - - - - 109 .5 - -• - DISCH 2 .0 - - - - 11q .9 - - - SUCT' 2 .0 - - - - 10 .9 - - - f3RSE -3 .Q - - - - 13 _7 - _ _ f�F-0� 1 ,5 - - - - 13 .�E - - _ C�F-z� 2 .5 _ _ _ _ �� .�, _ _ _ CITY 1 .5 SOURCE ?_1 .2 150Q .0 � . i � ., : y ' i ; SPF2INKLER S1��TEM' HYDRAULIC �iN�1LY5IS � Fp��7e ? JOB TITLE= PASCO MEDICAL CENTER OUTPATIENT SUF�'rl1;;Y STANDPIPES PIPE DATA PIPE TAG Q( GPM ) DIA� 7N ) LFNGTh� P�:ESS . E�ND ELEV . NOZ . PT DYSC . VEL( FPS � HW( C ) ( FT ) 5UM . NODFS ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./F7 ( PS7 ) Pipe = 1 -250 .0 �N .260 PL. 1� .00 PF Q .:� R 38 .0 H .S . 74 .2 250 .0 5 .6 120 FTG 7 I'F u . 1 Q ; 24 .0 0 .0 80 .8 0 .0 0 .015 TL 34 .00 (�V O .G Pi�e: 2 -250 .0 �� .?_�0 f�L 110 .OG Pf= 2 _1. � ; 24 .0 0 .0 80 .8 0 .0 5 .6 120 F"TG 3EG PE 0 .0 M 24 .0 0 .0 82 .9 0 .0 0 .015 TL 142 ,00 PV 0 .? Pipe : 3 -500 .0 � .260 PL_ ti C� .,pC) ;�I- .� .5 P 50 .0 H .S . 65 .0 500 .0 11 .3 120 FTG T PE 11 .3 0 � 24 .0 O .0 78 .8 0 .0 0 .055 TL 46 .00 F�V 0 .�� Pipe = 4 -500 .0 4 .260 pL 1 .00 PF 1 .1 0 24 .0 0 .0 78 .8 0 .0 11 .3 12Q FTG T PE 0 .0 N 24 .0 0 .0 79 .9 0 .0 0 .055 TL 21 .00 PV 0 .9 Pipa= 5 -500 .0 4 .260 PL 33 .00 F�F 3 .0 N 24 .0 0 .0 79 .9 0 .0 11 .3 120 FTG 7G PE 0 .0 M � 24 .Q 0 .0 82 .9 0 .0 0 .055 TL 55 .OQ PV 0 .9 � PiP�= 6 -75Q .0 6 .357 PL 35 .00 PF Q ,b M 24 .0 0 .0 82 .9 0 .0 7 .6 120 FTG ---- PE 0 .0 H 24 .0 0 .0 83 .5 0 .0 0 .016 TL 35 .00 PV O .�t ; Pipe = 7 -250 .0 �i .260 PL 24 .00 PF 0 .7 , L ; 50 :0 H .S . 69 .1 250 .0 5 .6 120 FTG T PE 11 .3 � K i 24 .0 0 .0 81 .0 0 .0 0 .015 TL 44 .00 PV 0 .2 P1Pe� 8 -250 .0 4 .260 PL 9 .Q0 PF G .4 K 24 .0 0 .0 81 .0 0 .0 5 .6 1?0 FTG T f�C 0 .0 •-r 24 .0 0 .0 81 ,4 0 .0 0 .015 TL 29 .00 f�V Q .2 i p1Pe= 9 -25Q .0 �I .260 F'l_ 4 _00 L='i" 0 .5 J 24 .0 0 .0 E31 .4 0 .0 5 .6 120 FTG ETG PE 0 .0 I '� 2� .0 H .S . 82 .0 250 .0 0 .015 TL 36 .Q0 F>V 0 .?._ Pipe= 10 -500 .0 6 .357 PL 149 .00 PF 1 .5 r 24 .0 H .S . 82 .0 250 .0 5 . 1 120 FTG , ET P .F. n .0 f-I 24 .0 0 .0 83 .5 0 .0 0 .008 TL 19�3 .00 PV p .2 ;Pipe: 11 -1?50 .0 6 .357 PL 1b9 .0� PF 10 .3 I H 24 .0 O .O 83 .5 0 .0 12 .6 120 FTG 3ETG pF 6 .5 II G ; 9 .0 H .S . 100 .3 25n .n n nii7 1'I ��i4 nn oV 1 . 1 � i� �� �Pipe: 12 -1500 .0 6 ,357 PL 32 .50 F�F 3 .7 � G ' 9 .0 H .S . 10Q .3 250 .0 15 .2 120 FTG T PE 0 .0 C 9 .0 0 _0 104 .0 O .0 0 .059 TL �2 .50 PV 1 ,5 Pipe: 13 -1500 .0 8 .071 PL 132 .00 Pr 2 .4 �= 9 .0 0 .O 104 .0 0 .O 9 .4 120 FTG ---- f-'E 3 .U f'i 2 .0 0 .0 109 .5 0 .0 0 _01�3 1'L 132 .00 PV 0 .6 � � f � , I ._ ' � , SPRINKLER SYrt�TEM 'HYDRAULIC (-1NAL.YSIS P�g� 3 � JOB 7ITLE: PASCO MEDICAL CENTER OUTPATIENT SURGURY STANDPIPES PIFE� DA7A ( cont . ) PIPE TF�G Q( GPM ) DIA( IN ) LENGTH PRE�S . END ELFV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PSI ) � Pi�e= 14 -150Q .0 8 .071 PL 10 .00 PF 1 _�i (� ' 2 .0 O .0 109 .5 0 .0 9 .4 120 FTG ECG I�E 0 ,0 DISCH 2 .0 0 .0 110 .9 0 .0 0 .019 7L 77 .Q0 PV 0 .6 f�ipe: 15 FIRE PUMP Rating = 1500 .0 gpm @ 100 ,0 psi SUCT; 2 .0 0 .0 10 .9 0 .0 Avai1 . = 150Q .0 gpm C� 100 .0 psi. C�I�CH 2 .0 0 .0 110 ,9 Q .Q Req 'd . = 1500 .0 c�pm G� 100 ,0 ���i � Pipe: 16 -1500 .0 8 .071 PL 10 .00 PF Q .�� SUCT� 2 .0 0 .0 10 .9 0 .0 9 .4 120 FTG EG I�E ;% .2 f3(�SE -3 .0 0 .0 13 .7 0 .0 0 .019 TL 32 .00 PV O .E � Pipe: 17 -1500 .0 8 .071 PL 40 .00 PF 1 .7 E3ASF -3 .0 0 .0 13 .7 0 .0 9 .4 140 FTG E3LG PE 1 .9 BF-0 1 .5 O .0 13 .4 0 .0 0 .014 TL 121 . 13 f�V 0 .6 , Pipe: 18 FIXED PRESSURE LOSS DEVICE BF-I( 1 ,5 0 .0 18 .4 0 .0 5 .0 psi , 1500 .0 �pm BF-0 I 1 .5 0 .Q 13 .4� 0 .0 ! I p j o�: 19 -1500 .0 8 .071 PL 90 ,00 PF 2 .�s BF-I 1 .5 0 .0 1£3 .4 0 .0 9 .4 140 FTG T3L2G PE 0 .0 ' CITY 1 .5 SRCE 21 .2 ( N/A ) 0 .014 TL 199 .06 PV 0 .6 � NOTES: � , ( 1 ) Calculations were performed by the HASS 5 .6 .0 computer program I ; und�r license no . 428L203 granted by � HRS Sy�tems , Inc . ' 2193 Ranchwood Dr . , N .E . � Atlanta , GA 303�5 ', ( 2 )� The system has been balanced to provide an averag� imbalance at each node of 0 .005 gpm and a maximum iimbalance at any node of 0 .095 gpm . C3 )' Velocity �ressure� �are prin�,�cl far informa�.ion only , 4�nd <�ra ; not used in balancing the system . Maximum water velocity � is 15 .2 ,ft/sec at pipe 12 . , � � . � I � � -� � � SPRINKLEF� SY�TE1�1 �HYDRAULIC F�NALYSIS P�g� �� � _ JOB TITLE= PASCO MEDICAL CENTER OUTPATIENT SURGURY S7ANDPIf�ES ( 4 ) PIPE FI7TINGS TRBLE Pipe 7able Name: STANDARD .PIf-' P(-tGE= A MATERIAL = S40 HUJC: 120 Diameter Equivalent Fitting Let�gths in F�et ( i n ) F T L C B G �l D E11 7ee L�igEll ChkVlv B�fyVl�� GatVlv A1rnChk DPVlv �� .071 18 .00 35 .00 13 .00 �� .00 12 _00 4 .OQ 35 _00 ?7 .00 . � � > �PRINKL.ER SY�7Eh1 �HYDF'�AUI_YC ANF�LYSIS � p�y�;�.. `� 70B TTTLE= PA5C0 MEDICAL CEN7FR OUTPATIENT SUF�GURY STANDPIPES �JATER SUF>PLY CURVE 60+ � � � _ � � � � 5 51- � � 50+ � � .�=\\\\ 45+ \\\\ i \\\\ i \\\\ i ���� P �o-� � <-40 .o F.��i_ � io�o �pm R � Flow 7est Point E ; � ; � 35+ p U ; R ' � E � 30-H � ' F, � I � i. I 25+ ) ' � � � X 20+ � � � � � 15+ � � ' � ' ---____________________________ • � ------------------------------- 10+ LEGEND " , � „ ; X = Requirad Water Supply " ; 21 . 17 psi @ 1500 .0 �pm " 5t " ; O = Available Wzter Supply " ; 35 . 17 psi @ 1500 .Q gpm " � �� 0+t-+---+-----+-----+------+--------+-----_--_-+--------__+______------+ 400 600 800 1000 1200 1400 1600 1�300 2000 FLOW ( GPM ) �v . ` � � � � HYD�AULIC CALCULA7IONS �, FOR , E�1ST PA�CO MEDICAL CENTER - - - � `, - _ .� - - - OU7PAT:CENT SURGURY DESIGN A`rtEA 1 ^ ' --= ZEPHYRHILLS , FLORIDA _� - - :���� _ l��� � CONTRACT NO: - �� '� � DATE = 04-03-93 �� DESIGN DATA= OCCUPANC`( CL_ASSIFICATION= LIGHT HAZARD DENSITY� . 10 GPM / SQ . FT .. AREA OF APPLICATION = 1500 SQ . FT . P1AXIMUM COVERAGE PER SPRINKLEh� 225 SQ . FT _ ACTUAL COVERAGE PER SPRINKLER= 1��8 SQ . FT . Ii NUMBER OF S(?RINKLERS CALCULATED : 22 HEADS i � TOTAL WATER REQUIRED A7 SOURCE � 665 GPM 20 PSI NAME OF ENGINEER OF RECORD : PENINSULA ENGINEERING , INC . ' 1833 EDGEWATER URIVE ORLANDO , �LORIDA 32804 NAME 0�' DES7GNER HARVEY WI�COlC AUTHORITY HAVING JURISDICTION HRS OF FLORIDA � HYDRAULIC PLACARD INFORMATION �, l_OCATION DESIGN F�REA 1 N0 . Of= SPRINKLERS : 22 HEADS BASIS OF DESTcaN= 'i DENSITY: . 10 GPM / SQ . F7 , DE5IGNED AREA OF DEMAND : 1500 5Q _ FT _ SYSTFh1 DEMAND : CPM DISCHAF;CE AT PUMP DISCHh1RGE = E�o5 _0 GPI`1 PSI RFQUIR�"D AT f�UMP DISCHARGF= 86 ,3 F�SI ,t s ' �PRINKLER SYS`fEM HYDRAULIC ANALYSIS , Pa�7e 1 Date : 04/03/93 PASCODF��1 .70B TITLE = PASCO MEDICAL CENTER OUTPr�TIENT SURGURY DESIGN AREA 1 WATER SUPPLY DATA SOURCE STA7IC RESID . FLOW AVAIL . TOTAL REQ 'D NODE PRESS . PRESS . @ PRESS . @ DEMAND f�f1kSS . �TAG ( PSI � ( PSI ) ( GPM ) ( PSI ) ( GPM ) ( F�SI ) • CITY 46 .0 40 .0 1095 .Q 43 .6 665 .0 20 .0 AGGREGATE FLOW ANALYSTS= � TOTAL FLOW AT SOURCE 665 .0 GPM , TOTF�L HOSE �TREAM ALLOWAIVCE AT SOURCE 0 .0 C;F�M ' OTHER HOSE STREAM RLLOWANCE� ?50 ,0 GPM , TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 415 .0 GI�M N�DE F�NALY�IS DATA NOC�E TAG ELEVATION NODE TYPE PRESSURF DISCHFIRGE ( FT ) ( PST ) ( GPIh ) 1 10 .0 K= 5 .60 7 .0 14 .8 2 10 .0 K= 5 .60 7 .£3 15 .6 3 � 10 .0 K= 5 .60 10 .0 17 .7 4 10 .Q K= 5 .60 11 .2 18 .8 5 10 .0 K= 5 .60 13 _8 20 .8 6 , 10 .0 K= 5 .60 15 .3 21 .9 7 10 .0 K= 5 .60 7 .5 7 5 .3 I � 10 .0 K= 5 .60 8 .3 16 . 1 I 9 10 .0 K= 5 .60 10 .7 18 .3 I 10 1U .0 K= 5 .60 12 .� 19 .� I 11 10 .0 K= 5 .60 17 .� 23 .3 12 10 .0 K= 5 .60 9 .0 16 .8 13 10 .0 K= 5 .60 10 .0 17 .7 14 10 .0 K= 5 .60 14 . 1 21 .0 i 15 10 .0 K= 5 .60 17 . 1 23 . 1 1F, 10 .0 K= 5 .60 7 _ 1 14 .9 17 10 .0 K= 5 .60 7 .7 15 .6 �� 18 ' 10 .0 K= 5 .60 9 .8 17 .6 � 19 10 .0 K= 5 .60 10 .3 18 .0 20 10 .0 K= 5 .60 13 .3 20 .4 21 ; 10 .0 K= 5 .60 14 .7 21 .5 22 10 .0 K= 5 .60 2_1 .3 25 .�5 23 11 .0 - - - - 17 .8 - - - 24 11 .0 - - - - 19 .7 - - - ?5 11 .0 - - - - 10 .2 - - - � 2�� 11 .0 - - - - 14 .5 - - - �7 11 .0 - - -- - 17 .6 - - - 2� 11 .0 - - - - 21 . 1 _ _ _ 29 11 .0 - - - - 10 . 1 - - - 30 1.1 ,0 - - - - ] 0 .7 - - - 31 11 .0 - - - - 23 .0 - - - 3? 11. .0 - - - - �? ,p - - - 33 11 .0 _ _ _ _ 22 .2 - - - 34 11 .0 - - - - 22 .9 - - - T � �{ . . . - - I I : i � ; � SPRINKLER SY�TEM HYDRAULIC ANALYSIS � f�s.�e 2 JOB TITLE: PASCO MEDICAL CENTER QUTPATIENT SURGURY DESIGN AREA 1 NODE 7AG ELEVATION NODE 7YPE PRESSURE DISCHARGE ( FT ) ( PST ) ( GPM ) 35 11 .0 - - - - 2� .7 - - - 37 11 .0 - - - - 33 .6 - - - 3t� ; 11 .0 - - - - 31 . 1 - - - 39 j 11 .0 - - - - 39 .0 - - - �40 ! 11 .0 - - - - 50 .6 - - - 41 i 23 .0 - - - - 51 .4 - - - - 4� i 23 .0 - - - - �E3 .3 - - - 4 3 � 23 .0 - - - - 32 .3 - - - 44 , 23 .0 HOSE STRE�IM 61 .4 250 .0 � 24 .0 - - - - 6� .0 - - - N ; 24 .0 - - - - 65 .9 - - - M � 24 .0 - - - - 71 .0 - - - H i 24 .0 - - - - 71 .8 - - - G i 24 .0 - - - - 75 .0 - - - C ' 9 .0 - - - - 82 .4 - - - R 9 .0 - - - - 82 .9 - - - DISCH 2 .0 - - - - 86 .3 - - - SUCT ' 2 .0 - - - - 13 .7 - _ _ E3ASE -3 .0 - - - - 16 .0 - - - Q1=--0 1 .5 - - - - 14 .4 - - - L3F-I � 1 .5 - - - - 19'.4 - - - CITY ' 1 .5 SOURCE 20 .0 h65 .Q , i i i � I � i , j I I I � I , ( . t � � . y_ . � SE�R�NKLER SY�7EM HYDRAULIC ANALYSIS . P�,ge 3 JOB TI�7LE� PASC� M4�DICAL CENTER OUTpATI�NT SURGURY qE5IGN AREA �. - PIPE E7�TA PTPE TAG Q( Gi��i ) DIA( 7N ) I.EN�TH PRE�S , END ELEV . NOZ . PT DISC , VELC FPS ) HW( C ) C FT ) SUM , rvoa�s � t F�r > t � ) C �s� > C �r�r� ) � ,� .i�T ( �sx ) Pipe: 1 -14 .8 1 .�49 Pl� 1t7 .Qfl PF C3 ,7 1 1tJ .0 5 .6 7 .0 1� .8 5 .5 120 FTG _.�__ �E 0 .0 2 10 .0 5 .6 7 .$ 15 .6 O .Q75 7L 10 .Oa PV 0 .2 �iPe•" z -30 .4 1 .0��9 PL 8 .0(7 PF 2 .3 2 � 10 .� 5 ,6 7 .8 25 .6 1.1 .3 12q FTG -_-- P� Q .0 3 I 10 .0 5 ,6 10 ,0 17 .7 4 .?82 T`L 8 .Q0 PV Q ,9 Pipe� 3 -48 .1 1 .38Q PL 7 .00 PF 1 .2 3 ; 10 .0 5 .6 10 .0 17 .7 10 .3 120 FTG ---- P� 0 .0 � 4 ! 10 .0 5 .G 11 .2 18 .8 0 .174 Ti� 7 .OQ PV 0 .7 _. , ;P i pe: 4 -66 .9 1 ,38Q �'L � .00 F�F 2 .� q ' 10 .Q 5 .6 11 .2 18 .£� 14 .3 12Q FTG ---- P� O .Q �� �.O .q 5 .� 1.3 .8 2Q .8 0 .319 TL 8 .OQ PV 1 .4 Pipe: 5 -87 .7 . 1 .61Q P� 6 .flQ PF 1 .5 5 j 1Q .0 5 .6 23 .8 20 .8 13 ,8 120 FTG ---- PE Q .Q 6 � 10 .0 5 .b 15 .3 21 .9 0 .249 TL 6 .qQ PU 1 .3 ' pipe: 6 -10� .6 1 .b10 PL 8 .Od PF 3 .t� 6 10 .Q 5 .b 25 .3 21 .9 17 .3 12C} FTG ------ PE 0 .�`� 23 � 11 .0 0 .0 17 .8 O .C7 0 .376 TL 8 .00 PV 2 .Q � PiPe: 7 -209 .6 1 .610 PL 3 .44� PF �t .1 ?3 11 .0 0 .0 17 .8 0 .0 17 .� �.2C3 FTG T PE 0 .0 32 12 .0 4 .0 2? .� O .Q 0 .376 TL 11 .OQ PV 2 .CJ PiPe: g -1.5 .3 1 .t��E9 PL. 8 .00 PF 4 .8 7 10 .4 5 .6 7 .5 ].5 .3 5 »7 1.2Q �TG E PE 0 .0 8 10 .0 5 .6 8 .3 1b . 1 � (��Q 7L 1Q .00 PV Q .2 p,ipe: 9 -31 .� 1 .Q49 PL 8 .00 PF 2 .4 S' 1q .0 5 .6 8 .3 16 .1 11 .7 �.2Q F7G _----_ PE 0 _0 9 10 .0 5 .6 10 .7 18 .3 0 .3�1 TL B .Oa PV 0 .'� � , � Pipe� 1Q � -��9 .8 1 .�8Q PL 14 .00 PF 1 .8 9 � 1a .0 5 .6 10 .7 18 .3 10 .7 120 FTC ____ PE 0 .0 14 � 10 .0 5 .6 12 ,5 19 .8 0 .185 T� 1b .00 �'V Q .�s � Pipe� 11 -b9 .6 1 .380 PL 14 .OQ PF 4 .�3 1.0 i 1(� .0 5 .6 12 ..�i� 19 .8 1�+ .9 �.20 FTCa ____ �,� p .6 11 � 10 .0 5 .6 17 .4 2� .3 0 .344 TL 14 .Ut� PV 1 •5 � Pip�� 12 -92 .9 1 .61Q PL 14 .00 f�F 2 .8 11 j 2Q .0 5 .6 17 .4 23 .3 14 .6 120 FTG ____ �� O .� 24 � 11 .0 0 .0 19 .7 4 .0 0 .277 7L 10 .00 F�V 1 .4 � Pipe: 13 -�2 .9 1 .6a,Q PL 1 .OQ Pf=" 2 .5 ?4 11 .0 0 .0 19 .? 0 .0 14 .6 12� F7C 7 P� Q .c 33 11 .0 0 .0 22 .2 Q .� O .277 TL '9 .00 PV 1 .�i � Y � SPRINKLER SYSTEM HYDRAULIC AIVALYSIS � Page 4 JCiB TITLE: PASCO MEQTCAL CENTER OUTPATIENT SURGURY DESIGN ARFA 1 P: PE DATA ( cont , ) P:: PE TAG Q( GPM ) DIA( IN ) LENGTH PRESS , END ELEV . NOZ . PT DISC . VEL( FP5 ) HW( C ) ( FT ) SUM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( p�T � Pipe : 14 -16 .8 1 .049 PL 15 .00 PF 1 .C, 12 10 .0 5 .6 9 .0 1.h ..� 6 .2 120 FTG E PE 0 .4 ?5 11 .0 0 .0 10 .2 0 .0 0 .094 TL 17 .00 PV 0 ,3 Pipe: 15 -17 .7 1 .049 PL 1 .00 PF 0 .6 13 10 .0 5 .6 10 .0 17 .7 6 .6 120 FTG '� PE 0 .4 �� � 1.1 .0 0 .0 10 .? 0 .0 0 .104 TL 6 .00 PV 0 .3 aip�: 16 -34 .5 1 .049 PL 12 .00 PF 4 ,3 25 11 .0 0 .0 10 .2 0 .0 12 .8 120 F7G �6 11 .0 0 .0 14 .5 p ,p ��-- �E 0 .0 0 ,357 TL 12 .00 PV 1 . ]. Pipe= 17 -21 .0 1 .049 PL 1 _00 PF p .� 14 10 .0 5 .6 14 .1 21 .0 7 .8 12Q FTG 7 PE 0 .4 'E� 11 .0 O .O 14 .5 0 .0 0 .14?_ 7L 6 .OQ PV 0 .4 Pipe: 18 -55 .5 1 .380 PL 14 .00 PF 3 .2 2h 11 .0 0 .0 14 .5 0 .0 11 .9 120 FTG �� , 11 .0 0 .0 17 .6 0 .0 �` �'E 0 .0 0 .226 TL 14 .00 PV � .p �I�P�: 19 1J � -23 .1 1 .OG9 PL 1 .00 PF 1 .0 10 .0 5 .6 17 . 1 23 . 1 8 .b 120 F7G T PE 0 .4 �-'� 11 .0 0 .0 17 .6 0 .0 0 .170 7L 6 .QO PV 0 .5 Pipe : 20 -78 .7 1 .380 PL 8 .00 pF 3 ,4 27 11 .0 0 .0 17 .6 0 ,0 16 .9 120 FTC �8 11 .0 0 .0 21 .1 0 .0 ---- P� 0 .0 0 .431 TL. 8 .00 PV 1 ,9 Pipe: 21 -78 .7 1 .b10 PL 1 .00 PF 1 .g 2� 11 .0 0 .0 21 . 1 0 .0 12 .4 120 F7G -�4 11 .0 0 ,0 22 .9 0 .0 T PF_ 0 .0 0 .2_03 TL 9 .00 PV 1 ,p Pipe: 22 -14 .9 1 .049 PL E� .00 PF 0 .6 �6 10 .0 5 .6 7 . 1 14 .9 5 .5 120 F7G 1,7 ' 10 .0 5 .6 7 ,7 15 .6 ---- PE 0 .0 0 .076 TL 8 .OQ PV 0 .2 Pi,Pe: 23 a7 -30 .5 1 .049 pL 10 ,00 PF ? .g 10 .0 5 .6 7 .7 _ 15 .6 11 .3 120 �TG �"� 11 .0 0 .0 10 . 1 0 .0 __`_ PE 0 .4_ , 4 •28� TL 10 .00 PV 0 ,9 � 1.8 PlP�� 2� -17 �� 1 .049 PL 2 .00 PF 0 .7 10 ,0 5 .6 9 .8 17 .6 6 ,5 120 rTG T PE 0 .4 2`� 11 .0 0 .0 10 _1 0 .0 0 . 102 TL 7 .00 PV q ,3 Pi.p� : 25 �9 -4II . 1 1 .380 PL 3 .00 PF 0 .5 11 .0 0 .0 10 . 1 0 .0 10 .3 120 F1'G �� 11 .0 0 .0 10 .7 0 .0 ---- P� O .O 0 . 173 TL 3 .00 4�V 0 .7 Pipe : 26 -18 .0 1 .049 PL 2 ,00 PF 0 .7 19 10 .0 5 .6 10 .3 18 .0 6 .7 120 FTG T PE 0 .4 30 11 .0 0 .0 10 .7 O .0 0 . 107 7L 7 .00 PV 0 ,3 . > �PRINKLER SY�7EM HYDRAULIC ANALYSIS � Page 5 ' J�)B 7ITLC ; PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN ARE� 1 P [PE DATA ( cont . ) P:[PE TAG, Q( GPM ) DIA( IN ) LENGTH PRESS . END ELEV . NOZ . PT DTSC . VEL( FPS ) HW( C ) ( F7 ) 5UM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PSI ) Pip� = 27 -66 . 1 1 .3Ei0 PL 7 .00 Pf-?_ .2 30 11 .0 0 .0 10 .7 0 .0 14 .2 120 FTG ---- PE 0 .4 20 10 .0 5 .6 13 .3 20 .4 0 .312 TL 7 .00 PV 1 .4 PiP�: 28 -86 .5 1 .610 PL 6 .00 PF 1 . 5 20 10 .0 5 .6 13 .3 20 .� 13 .6 120 FTG ---- PE 0 .0 , 21 � 10 .0 5 .6 14 .7 21 .5 0 .242 TL 6 .00 PV 1 .2 Pipe: 29 -108 .0 1 .610 PL 10 .00 PF 6 .C� 21 10 .0 5 ,6 14 .7 21 .5 17 .0 120 FTG 2E PE Q .0 2? 10 .0 5 .6 21 .3 25 .8 0 .366 TL 18 .00 PV 1 .9 Pipe= 30 -133 .8 1 .610 PL 4 .00 PF 2 .2 2'? 10 .0 5 .6 21 .3 25 .8 21 . 1 120 FTG ---- PE 0 .4 �1 11 .0 0 .0 23 .0 0 .0 0 .544 TL 4 .00 PV 3 .0 Pipc: 31 -133 .8 1 .610 pL 3 .00 PF 1 .6 31 11 .0 0 .0 23 .0 0 .0 21 .1 120 �TG ---- pE 0 .0 35 11 .0 0 .0 24 .7 0 .0 0 .544 TL 3 .00 PV 3 .0 � �'�P� = 3? -109 .6 2 .635 PL 6 .00 PF 0 .2 32 � 11 .0 0 .0 22 .0 0 .0 6 .4 120 FTG ---- PE 0 .0 33 11 .p 0 .0 22. .2 0 .0 0 .03� TL 6 .00 PV 0 .3 Pipe= 33 -202 .5 2 .635 PL 7 .00 PF 0 .7 33 11 .0 0 .0 22 .2 0 .0 11 .9 120 FTG ---- PE 0 ,0 34 11 .0 0 .0 22 .9 0 .0 0 .106 TL 7 .Q0 PV 1 .0 Pipe: 34 -281 . 1 2 .635 PL 9 .00 PF 1 .8 34 11 .0 0 .0 22 .9 0 .0 16 .5 120 F7G ---- PE Q .O 35 11 .0 0 .0 24 .7 0 .0 0 .195 TL 9 .00 PV 1 .8 Pipe� 35 -415 .0 2 .635 PL 4 .00 PF 6 .4 35 11 .0 0 .0 24 .7 0 .0 24 .4 120 FTC T PF_ 0 .0 38 11 .0 0 .0 31 . 1 0 .0 0 ,401 7L 16 .00 PV 4 .0 Pipe: 36 -210 .5 2 .635 PL 57 .00 PF 7 .9 38 11 .0 0 .0 31 .1 0 .0 12 .4 120 FTG � T PE 0 .0 39 11 .0 0 .0 39 .0 0 .0 0 . 114 TL 69 .00 PV 1 .0 ! Pipe = 37 -210 .5 2 .635 PL 90 .00 PF 11 .6 I 39 ; 11 .0 0 .0 39 .0 0 .0 12 .4 120 FTG T PE 0 .0 40 ; 11 .0 0 .0 50 .6 0 .0 0 .114 TL 102 .00 PV 1 .0 Pipe : 38 -210 .5 2 .635 I�L �40 .50 PF 6 .0 40 11 .0 0 .0 50 .6 0 ,0 12 .� 120 FTG T PE 5 .2 ' ai 23 .0 0 .0 51 .4 0 .0 0 .114 TL 52 .50 Pv 1 .0 Pi�e : 39 -204 .4 2 .635 PL • 23 .00 PF 2 .5 =8 11 .0 0 .0 31 . 1 0 .0 12 .0 120 FTG ---- PE 0 .0 �7 1 1 .0 0 .0 33 .6 0 .0 0 .108 TI__ �3 ,00 PV 1 .0 . � � ��RINKLER SYS.TEM HYDRAULIC ANALYSI� Pa•�e 6 JCB TITLE� PASCO MEDICAL CENTEft OUTPATIEN7 SURGURY DESIGN AREA 1 P]PE DATA ( cont , ) . F�]PE TAG Q( GPM � DIA( IN ) LENG7H PRESS . ' END ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PSI ) P,ipe � 40 -20�} .4 2 .635 PL 30 .00 PF 3 .9 ' 37 11 .0 O .0 33 .6 0 .0 12 .0 120 f=TG E PE 5 .2 43 23 .0 0 .0 32 .3 0 .0 0 . 108 7L 36 .00 PV 1 .0 Pipe: 41 -204 ,4 2 .635 PL 90 .00 PF 11 .0 43 23 .0 0 .0 32 .3 0 .0 12 .0 120 FTG 'f PF Q .0 42 23 .0 0 .0 43 .3 0 .0 0 . 108 TL 102 .00 PV 1 .0 Pipe: 42 -204 .4 2 .635 PL 69 .00 PF 8 . 1 42 23 .0 0 .0 43 .3 0 .0 12 .0 120 FTG E PE 0 .0 41 23 .0 0 .0 51 .4 0 .0 0 .108 TL 75 .00 PV 1 .0 Pipe: 43 -415 .0 3 .260 PL 36 .00 PF 9 .9 4]. 23 .0 0 .0 51 .� 0 .0 16 .0 12o FTG 2ETr pE 0 .0 4�= 23 .0 H .5 . 61 .4 250 .0 0 . 142 TL 70 .00 PV 1 .7 Pipe: 44 -665 .0 4 .260 PL 13 .00 PF � .0 44 23 .0 H .S . 61 .4 250 .0 15 .0 120 FTG T PE 0 .4 0 24 .0 0 .0 64 .0 0 .0 0 .092 TL 33 .00 PV 1 .5 Pipe : 45 -665 .0 4 .260 PL 1 .00 F�F 1 .9 0 24 .0 0 ,0 64 .0 0 .0 15 .0 120 FTG T PE O .Q N 24 .0 0 .0 65 ,9 0 .0 0 .092 TL 21 .00 PV 1 .5 Pipe� 46 -665 .0 4 .260 PL 33 .00 PF 5 . 1 N 24 .0 0 .0 65 .9 0 .0 15 .0 120 FTG TG PE 0 .0 M • 24 .0 0 .0 71 .0 0 .0 0 .092 TL 55 .00 P�,' 1 .5 Pipe: 47 -665 .0 6 .357 PL 35 .p0 PF 0 .9 M 24 .0 0 .0 71 .0 0 .0 6 .7 120 FTG T PF 0 .0 h-I 24 .0 0 .0 71 .8 0 .0 0 .013 TL 65 .00 PV 0 .3 Pipe= 48 -665 .0 6 .357 PL 169 .00 Pf= 3 .2 H 24 .0 0 .0 71 .8 0 .0 6 .7 120 FTG 3E7G PF_ 0 .0 G ' 24 .0 0 .0 75 .0 0 .0 0 .013 TL 244 .00 PV 0 .3 Pipe: 49 -665 .0 6 .357 PL 32 .50 PF 0 .8 G 24 .0 O .0 75 .0 0 .0 6 .7 120 FTG T PE 6 .5 C 9 .0 0 .0 82 .4 0 .0 0 .013 TL 62 .50 PU 0 .3 Pipe: 50 -665 .0 8 .071 pL 132 .00 PF 0 .5 C ' 9 .0 O .0 82 .A 0 .0 4 .2 120 FTG ---- pE p .0 A 9 .0 0 .0 82 .9 0 .0 0 .004 TL 132 .00 PV 0 . 1 Pipe� 51 -665 .0 8 .071 PL 10 .00 PF 0 .3 A 9 .0 0 .0 82 .9 0 .0 4 .2 120 FTG ECG PE 3 .0 DISCH 2 .0 O .0 86 .3 0 .0 0 .004 TL 77 .00 PV 0 .1 Pipe : 52 FIRE PUMP Rating= 1500 .Q gpm @ 100 .0 psi SUCT 2 .0 0 .0 13 .7 0 .0 Avai1 . = 664 .� g�m @ 100 .0 psi DISCH 2 .0 0 .0 86 .3 0 .0 Req 'd . = 66� .8 gpm @ 72 .6 psi .. ,, i . I - �� ' � • SPRINKLER SYST�EM HYDRAIJLI:C ANALYSTS . Pa�e 7 JOQ TITLE= PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 1 PIF�E DF�TA ( con�, , ) F'Il�E TAG Q( C�PM ) DIA( IN ) LENGTH f�RESS . END ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUIH . IVODES ( FT ) ( K ) ( PSI ) �( GPM ) F .L ./FT ( psr ) Pipe= 53 -665 .0 8 .071 PL 10 .U0 F�F 0 ,1 SUCT � 2 .0 0 .0 13 .7 0 .0 4 .2 120 FTG EG pE 2 ,2 � BASE � -3 .0 0 .0 16 .0 0 .0 0 .004 7L 32 .00 (��J 0 . 1. �� Pipe: 54 , �QS , _ -b65 .0 8 .071 PL 40 .00 P� 0 .� E ' 3 .0 0 .0 1 � _ 6 .0 0 .0 � .2 140 FTG r3LG !�E` 1, .�3 I BF-0 � 1 .5 0 .0 14 .4 0 .0 0 .003 TL 12]. . 13 PV 0 . 1 '� Pipe : 55 FIXED PftESSUf:E LOSS DFIiTC�= BF-I ' 1 .5 0 .0 19 .4 0 .0 5 .0 psi , 605 .0 gpm BF-0 1 .5 0 .0 14 .4 0 .0 , Pipe = 56 -665 .0 8 .071 F�L 90 .00 PF 0 .6 E3F-I 1 .5 0 .0 19 .4 Q .0 4 .2 140 FTG T3L2G PE 0 .0 CITY 1 .5 SRCE 20 .0 ( N/A ) 0 .003 7L 199 .06 PV 0 .1 NOTES : ( 1 ) Calculations were p�rformed by the HASS 5 .6 .0 computer prograin under license no . q�28L203 granted by , HRS Systems , Inc . � 2193 Ranchwood Dr . , N .E . ; Atlanta , GA 30345 , ( ?_ � The system has been balanced to provide an averaq� imbalance at each node of 0 .005 gpm and a maximum imbalance at an node o Y f 0 .126 gpm . ( 3 ) Velocity pressures are printed for informztion only , anci are not used in balancing the system . Maximum water velocity is 24 .4 �Ft/sec at pipe 35 . ( 4 ) PIPE FITTTNGS TABLE Pipe Table Name: STANDARD :PIP PAGE� A MATERIAL: 540 HWC: 120 , Uiameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G , A D ' E11 Tee LngEll ChkV1v 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 .Q0 b .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 � .071 18 .00 35 .00 13 .00 45 .00 12 .00 4 ,0� 35 .00 27 .00 I � . yP�INKLER SYST'EM H`fDRAULIC ANALYS7S � Pa�� 3 JOC3 TITLE = PASCO MEDICAI.. CENTER OUTPATIENT SURGURY 4�FSTGN ��;�A 1. WA �ER SUPPLY CURVE 60+ � � 55-+- � � � 50+ i *���� 45+ \\\\ � 0\\\\ i \\\\ i \\\\ P 40+ x= <-40 .0 psi � 10�5 gprn F� ; Flow Test Point E ; � ' 5 3 5-�- U ' � R ; E ; 30+ � ' � P ; � ; I 2 5-�- � ' � 20+ X � � 15+ . , � � � � ' ------------------------------ I � ------------------------------ 10+ LEGEND " � � �� � ; X = Required WatPr Supply " ; 20 .00 p�i @ 665 .0 gprn " 5+ " ; O = Available Water Supply " ; 43 .62 psi @ 665 .0 gpm " i �� � 0-t•+-+---+----+-----+------+--------+--------+---------•r------------r 400 b00 800 1000 1200 1�+00 1600 1800 2000 FLOW ( GPM ) I , ' � . • .� � HYDRAULIC CALCULATIONS FOR EAST PASCO NIEDICAL CENTER � \ � � -�� � _� OU1'PA'fTENT SURGURY DESTGN AREf� � � - --� - � 7_EPHYRHILLS , FLORIQA _ � �;' - - "= �.- _ . ��_ - , � . CONTRACT N0: - --- �� ��� DATE : 04-03-93 QESTGN DA7A � OCCUPANC'Y CL.ASSIFSCATION: ORDINARY HAZAt�D DRIVE THROUGH DENSITY= . 15 GPM / 5Q . F'T . AREA OF APPLICATION: 1_�pp �Q � F-r MAXIMUM COVERAGE PER SPRINKL�ER= 130 SQ . FT . AC7UAL COVERAGE PER SPRINKLER= 120 SQ . FT . NU � MBER OF ��f��INKLERs r_.ALCULAT�D : 15 HEADS 70TAL WATER REQUIRED AT SOU�CE = 558 GPM 20 PSI NAME OF ENGINEER OF RFCORD = PENINSULA ENGINEERING , INC . 1833 EDGEWATER DRIVE ORLANDO , FLORIDA 3280�� NAME OF DESIGNER HARVEY WILC'.OX AUTf-IORITY HAVING JURISDTCTION HRS UF FLORIDA HYDRAULIC PLACARD II�FORMATION LOCATION DESIGN AREA 2 N0 . OF SPRINKLERS: 15 HEADS E3A�IS OF DESIGN: DE�a�ITY � .15 GPM / SQ . FT . DESIGNED AREA OF DEMAND= 1500 SQ . FT . SY�1"EM DEMAND; GPM DSSCHARGE AT PUN1P DISCHARGE = 557 .7 GPM PSI RECIUZRFD AT PIJMP f�TSCHAf:rr • �� �-, naT -_.....�,a_. . � � f ' , SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Paje 1 p�1=E : , 04/03/93 T013 TITLE : PASCO MEDICAL CENTER OUTPATIENT SURGURY DESICN AREAA2COQA? WA "ER SUPPLY DATA SOl.1RCE STATIC RESID . FLOW AVAIL . TOTAL REQ 'D NODE PRESS . PRESS . � PRESS . .� DEMAND PRESS 7AG ( PSI ) ( pSI ) ( GPM ) ( P5I ) ( GPM ) ( PSI ) I CITY 46 .0 �0 .0 1095 .0 44 .3 557 .7 20 .0 � , AGGREGATE FLOW ANALYSIS= � I 70TAL FLOW AT SOURCE 557 .7 GPM 70TAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM OTHER HOSE STREAM ALLOWANCES 250 .0 GF�M , TOT�iL DISCHARGE FROM ACTIVE SPRINKLERS 307 .7 GPM NOOE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE P�ESSURE DISCHARGE � FT ) � P�i ) ( GPM ) � 10 .0 K= 5 .60 10 .3 18 .0 � 10 .0 K= 5 ,60 11 .4 �g ,9 j 10 .0 K= 5 .60 12 .5 19 ,g � � 10 .0 K= 5 .60 1� .8 21 .6 � 10 .0 K= 5 .60 16 .8 23 .0 6 � 10 .0 K= 5 .60 10 .5 18 . 1 � � 10 ,0 K= 5 .60 11 .5 19 .0 � 10 .0 K= 5 .60 12 .6 19 .9 y 10 .0 K= 5 .60 15 .0 21 .7 1O� 10 ..0 K= 5 .b0 17 .0 23 . 1 11 10 .0 K= 5 .60 11 . 1 18 .6 �2 10 .0 K= 5 .60 12 .2 19 .b �3 , 10 .0 K= 5 .60 13 .3 20 .5 14 , 10 .0 K= 5 .60 15 .8 22 .3 1.5 , ' 10 -� K= 5 .60 1� .0 23 .8 1b � 11 .0 - - - - 21 .3 - - - � 17 � 11 .0 - - - - 18 • ! 11 .p _ _ 21 .5 - - - j - - 22 .7 - - - 19 11 .0 - - - - 22 .3 - - - 20 11 .0 - - - - 22 .6 - - �1 11 .0 - - - - 23 .9 - - I 37 11 .4 - - - - 55 .7 - _ �- 38 11 .0 - - - - 57 . 1 - - - '' 39 ; 11 .0 - - - - 61 .2 _ _ -- ' 40 11 .0 - - - - 67 .3 - - - � 41 , 11 .0 - - - - 70 .5 - - - �2 ,. 11 .0 � - - - 65 .0 - - - « 11 .0 - - - - • 5� .5 �� 11 .Q HOSE STREAM 76 .2 250 .0 � � 2� .0 - - - - 7?_ .8 - - - N �-=� •�' - - - - 7 4 .? - - - M 24 -0 - - - - 77 .9 - - - � f'� 24 .0 - - - - 7E� .5 - - - � G 24 .0 - - - - 8n .8 - - - , � ; � `:aPRINKLER SYS i EM HYDRAULIC ANALYSIS • Pa�7� :' JOB TITLE = PASCO MEDICAL CENTER OUTPATI�NT SURGURY DESIGN AREA 2 NOGG T�1G ELEVATION NODE TYPE PRESSURE DISCHARGE ' ( FT ) ( PSI ) ( GPM ) G 9 .0 — — — — 87 .9 — — — A 2 .0 — — — — 91 .3 — — — DISCH 2 .0 — — — — 91 .5 — — — SUCT 2 .0 — — — — 14 .0 — — — E3A5E —3 .0 — — — — 16 .2 -- — — BF-0 1 .5 — — — — 1�i ,6 — — — E3F—I 1 .5 — — — — 19 .6 — — — CITY 1 .5 SOURCE 20 .0 557 .7 ` ' �PRINKL.E� SY�'YFM HYDRAULTC ANALYSIS � Pa�e 3 JCQ 7ITLE� PASCO MEDICA� CFN7ER OUTPATIEN'T SURGURY DESIGN AREA 2 F'I PE DA7A PI PE TAG Q( GPM ) DIA( IN ) LFNGTH PRESS . END ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUIH . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PSI ) Pipe: 1 -18 .0 1 .049 PL 10 .00 PF ]. . 1 1 10 .0 5 .6 10 .3 18 .0 6 .7 120 F'TG ---- PE 0 .0 2 10 .0 5 .6 11 .4 18 .9 0 . 107 7L 10 .00 'PV 0 ,3 Pipe : 2 -36 .9 1 .380 PL 10 .00 PF 1 . 1 2 10 .0 5 .6 11 .4 18 ,9 7 ,9 12_0 F'i'G ---- {�E 0 .O i 10 .0 5 .6 12 .5 19 .8 0 . 106 TL 10 .00 PV 0 .4 Pipe: 3 -56 .7 1 .380 PL 10 .00 PF 2 .4 � 10 .0 5 .6 12 .5 19 .8 12 .2 1.�0 F'1'G ----- pE 0 .0 � 10 .0 5 .6 14 .8 2_1 .b 0 .235 TL 10 .00 PV ]. .0 Pipe : 4 -78 .2 1 .610 PL 10 .p0 PF 2_ .0 4 10 .0 5 .6 14 .8 ?_1 .6 12 .3 120 FTG ---- PE 0 .0 � 10 .0 5 .6 16 .8 23 .0 0 .201 TL 10 .00 PV 1 .0 Pipe: 5 -101 .2 1 .610 PL 7 .00 PF y .9 5 � 10 .0 5 .6 16 .8 23 .0 1� .0 120 FTG 7 PE 0 .4 lh 11 .0 0 .0 21 .3 0 .0 0 .324 TL 15 .00 PV 1 .7 . Pipe: 6 -1f3 . 1 1 .049 PL 10 .00 PF 1 .1 6 10 .0 5 .6 10 .5 18 . 1 6 .7 120 F7G ---- PE 0 .0 ry 10 .0 5 ,6 11 .5 19 .0 0 . 108 TL 10 .00 PV 0 .3 Pipe= 7 -37 .1 1 .380 PL 10 .00 PF 1 . 1 � 10 .0 b .6 11 .5 19 .0 8 .0 120 FTG ---- pE 0 .0 8 10 .0 5 .6 12 .6 19 .9 0 . 10F3 TL 10 .00 PV 0 .�� Pipe: 8 -57 .0 1 .380 PL 10 .00 PF 2 .4 � 10 .0 5 .6 12 .6 1� .9 12 .2 120 �TG -___ PF 0 .0 `� 10 .0 5 .6 15 .0 21 .7 0 .238 TL 10 .00 PV 1 .0 Pipe : 9 -78 .7 1 .610 �L 10 .00 P� 2 .0 9 10 .0 5 .6 15 ,0 21 .7 12 .4 120 FTG ---- pE O .Q 10 'j 10 .0 5 .6 17 .0 23 .1 0 .204 TL 10 .00 PV 1 .0 Pipe : 10 -101 .8 1 .610 PL 7 .00 PF 4 .g 10 10 .0 5 .b 17 .0 23 . 1 16 .0 120 FTG 7 PE 0 .�� 17 11 .0 0 .0 21 .5 0 .0 0 .328 TL 15 .00 PV 1 ,7 Pipe: 11 -18 .h 1 .0�+9 PL 10 .00 PF 1 . 1 11 10 .0 5 .6 11 . 1 18 .6 6 .9 120 F"fG ---- PE 0 .0 12 10 .0 5 .6 12 .2 19 .6 0 . 11G. TL 10 _00 I�V n .3 Pipe: 12 -3� .? 1 .380 PL 10 .00 PF �. . 1 �1-? 10 .Q 5 .b 1?_ .2 19 .6 8 .2 12 O F T G -----�--- P'r� p ,() 13 10 .0 5 .6 13 .3 20 .5 0 . 11:i TL 10 .00 PV 0 .5 Pipe : 13 -58 .7 1 .3£�0 nL 10 .00 F'F � .5 �� 10 .0 5 .b 13 .3 20 .5 12 .6 120 FTG ---- p� p ,p 1� 10 .0 5 .6 15 .8 2? ,3 0 .�50 TI 10 .00 �V 1 .1 , SPRINKLER SYSi�EM HYDRAULIC �NALYSIS . Pa,�e 4 JOE3 TITLE� PASCO MEDICAL CENTER OUTPATIENT SURGUR'r DESTGN AREA 2 PI��E DATA ( cont . ) PI��E TAG Q( GPM ) DIA( IN ) LENGTH PRESS . END ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) 5UM . NODES ( FT ) ( K ) ( PSI � ( GPM ) F .L ./FT ( PST ) Pipe� 14 -t31 .0 1 .610 PL.. 10 .00 PF 2 . 1 1�4 10 .0 5 .6 15 .8 22_ .3 12 .8 120 FTG ---- PE 0 .0 15 10 .0 5 .6 18 .0 23 .8 0 .215 TL 10 ,Q0 PV 1 .1 Pipe: 15 -104 .7 1 .610 PL 7 .00 PF 5 .2 15 10 .0 5 .6 18 .0 ?_3 .8 16 .5 120 FTG T PE O .G 18 11 .0 0 .0 22 .7 0 .0 0 .345 TL 15 .00 PV 1 .8 � Pipa � 16 -101 .2 2 .067 PL 1 .Q0 PF ]. . 1 16 11 .0 0 .0 21 .3 0 .0 9 .7 120 FTG T PE 0 .0 19 11 .0 0 .0 22 .3 0 .0 0 .096 Tl� 11 .00 PV 0 .6 Pi�e : 17 -101 .8 2 .067 PL 1 .00 PF 1 . 1 17 11 .0 0 .0 21 .5 0 .0 9 .7 120 FTG 'f P� 0 .0 �'Q 11 .0 0 .0 22 .6 0 .0 0 .097 TL 11 .00 PV 0 .6 Pipe= 18 -104 .7 2 .067 PL 1 .00 PF 1 . 1 1�s 11 .0 0 .0 22 .7 0 .0 10 .0 120 FTG T PE 0 .0 21 11 .0 0 .0 23 .9 0 .0 0 . 10?_ 7L 11 .00 PU G .7 Pipe= 19 -101 .?_ 2 .E35 PL 9 .00 PF 0 .3 19 11 .0 0 .0 22 .3 0 .0 b .0 120 FTG ---- aE Q _n �0 11 .0 0 .0 22 .6 0 .0 0 .029 TL 9 .00 PV 0 .2 Pipe: 20 -203 .0 2 .635 PL 12 .00 F'F 1. .3 20 11 .0 0 .0 22 .6 0 .0 11 .9 120 FTG ---- PE 0 .0 ?_1 11 .0 0 .0 23 .9 � .0 0 .107 TL 12 .00 PV 1 .0 Pipe : 21 -307 .7 2 .635 F�L 70 .00 PF 31 .3 21 11 .0 0 .0 23 .9 0 .0 18 . 1 120 FTG 5E2TC PE 0 .0 3l 11 .0 0 .0 55 .7 0 .0 0 .230 7L 138 .00 PV 2 .? Pipe = 22 -149 .0 2 .635 PL 23 .00 PF 1 .4 37 11 .0 0 .0 55 .7 0 .0 8 .8 120 FTG ---- PE 0 .0 38 ' 11 .0 0 .0 57 . 1 0 .0 0 .060 7L 23 .00 PV 0 .5 Pip� � 23 -149 .0 2 .635 PL 57 .00 PF 4 .2 38 11 .0 0 .0 57 . 1 0 .0 8 .8 120 FTG , T PE 0 .0 39 11 .0 0 .0 61 .2 0 ,0 O .OoO TL 69 .00 PV 0 .5 Pipe = 24 -149 .0 2 .635 PL 90 .00 PF 6 .1 39 11 .0 0 .0 61 .2 0 .0 8 _�3 120 FTG T PE 0 .0 40 11 .0 O .0 67 .3 Q .0 0 .060 TL 102 .00 PV 0 .5 Pipe= 25 -149 .0 2 .635 PL 40 .50 PF 3 .2 40 11 .0 O .0 67 .3 0 .0 8 .8 120 FTG T PE 0 .0 �i1 11 .0 0 .0 70 .5 0 .0 0 .060 TL 52 .50 PV 0 .5 Pipe � 26 -158 .8 2 .b35 PL 30 .00 PF 2 .8 37 11 .0 0 .0 55 .7 0 .0 9 .3 120 FTG T PE 0 .0 4 3 11 .0 0 .0 5F3 .5 0 .0 0 .Oh£'� 7L 42 .00 PV 0 .6 , � , � :�PRINKL.ER 5YS`t'EM MYDRAULIC ANALYSZS . Pa��e 5 JOC3 TITLE : Pw��CO MEDICAL. CENTER OUTPATIENT SURCUF2Y DE�TGN ARER ? PIPE C�ATA ( cont . ) F'IPE TAG C�C �PM ) DIAC xN � �ENGTH PRES� . ENa ELEV . NOZ . PT DISC . VEL.( �"PS ) HW( C ) ( FT ) SUM . NODES ( F7 ) ( K ) ( PSI ) ( GPM ) F .L. ./�'T ( PS'C ) pipe � 27 -158 .5 2 .635 PL 90 .Q0 PF 6 .5 �3 21 .4 0 .0 58 .5 0 .� 9 .3 22Q FTG E PE � .0 42 11 .0 0 .0 65 .0 q .0 0 .068 TL 96 .00 PU O .C� Pipe : 2� -158 ,8 2 .b35 PL 69 .G�0 PF 5 .5 42 ; 11 .0 O .q 65 .0 0 .0 9 .3 12_0 FTG T PE 0 .0 41 11 .b O .0 70 .5 0 .O 0 ,a68 TL 82 .C'�t7 �'V n .G ,Pip�= 29 -3t77 .7 3 .2b0 PL 36 .aC7 PF 5 .7 41 �i 11 .0 0 .0 70 .5 C? .0 11 ,8 12f� FTC �FTG PE 0 .0 44 . 12 .Q N .S . ?'b .2 250 .E} Q .0�32 TL. 7C1 .t?Q P�.1 0 .� Pipe. 30 -557 .7 4 .2�0 PL 13 .00 P� 2 .2 �4 11 .0 Mi .S . 76 .2 254 .C7 12 .6 12C7 �TG T P� 5 .h C� 24 .0 0 .0 72 .8 0 .0 0 ,067 7L 33 .00 PV 1 .1 pipe : 31 -557 .7 4 .26(7 Pl_ 1 .00 PF 1 .4 � � 24 .4 t� .0 72 .8 4 .� 3.� ,6 220 FTC T PE 4 .0 � N � 24 .0 0 .Q 74 .2 0 .0 0 .067 TL. 21 .00 F�U 1 . 1 P.ipe: 32 -557 .7 4 .�6C1 PL 33 .00 I�F 3 .7 , N , 24 .0 0 .0 74 _2 0 .0 12 .6 120 FTG TG PE O .C1 M 2� .0 Q .0 ?7 .9 0 .0 0 .067 TL 55 .00 PU 1 . 1 Pipe= 33 -557 .� 6 .357 g� 35 .flC7 PF (7 .b M 24 .0 0 .0 77 .9 0 .0 5 .6 120 FTG T PE 0 .0 Fi � 24� .Q O .t3 7� .5 0 .{} d .dt)�3 T� b5 .Q{� PV a .2 Pipe� 34 -557 .7 � .357 PL 1b9 .Q4 PF 2 .3 N 24 .4 O .d %8 .5 Q .0 5 .6 120 �TG 3ETG PE 0 .0 G 24 .0 0 .0 80 .8 0 .0 0 .009 7L 244 .00 PV 0 .2 PiPe: 35 -557 .7 6 .357 PL 32 .50 PF O .C- G 24 .0 0 .4 80 ,� 0 .� 5 .b 120 FTG T PC b .5 ', r ' 9 .0 0 .0 £37 .9 0 .0 � .00�J Tl_ 62 .50 PV 0 .2 � Pipe : 36 -557 ,7 8 .071 PL 132 .00 PF 0 .�+ C 9 .0 0 .0 �7 .9 0 .0 3 .5 1?_Q FTG -- PE 3 .O A 2 .0 O .t7 91. .3 0 .0 0 .003 TL 132 ,00 PV d .1 Pipe: 37 -557 .7 8 .f�71 P� 10 ,Ot7 PF Q .2 A 2 .0 0 .0 91 .3 Q .0 3 .5 120 FTG ECG PE 0 .0 DISCN 2 .0 � .0 91 .5 Q .0 0 .043 TL 77 .40 PV 0 .1 i pipe: 38 FT�E PUMP Rating= 15Q0 .0 gpm C� 1�0 .0 p�i SUCT 2 .(7 O .C} 1�E .O 0 .a Avail . : 557 .9 JPm � 1d0 .0 psi C�ISCH 2 .0 O .0 �1 .5 0 .Q Req °d . : 557 .9 gprn @ 77 .E� ��•.i Pipe � 39 -557 .7 8 .071 PL 10 ,00 PF 0 . �.. SI.CT 2 »Q O .Q 14 .Q 0 ,� 3 .� 124 F1"G E� PE � .? BASE -3 ,0 O _0 1� .2 Q .O 0 .003 TL 32 .00 PV 0 . 1 , SPRIIV{<LER SY5 i EM HYDF�AULTC ANALYSIS � p�cje � i JOQ �CITLE: PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 2 I PIPE DATA ( cont . ) PI?E TAG Q( GPM ) DIA( IN ) LENGTH PRESS . END ELEV . NOZ . PT DISC . VEL( FP5 ) HW( C ) ( FT ) SUM . NODES C FT ) C K ) ( PSI ) ( GPM ) F .L ./F7 ( PSI ) Pip� : 40 -557 .7 8 .071 PL 40 .00 Pf= 0 .3 BASE -3 .0 0 .0 16 .2 0 .0 3 .5 140 FTG E3LG PE 1 .9 B�-� 1 .5 0 .0 14 .6 0 .0 0 .002 TL 121 . 13 PV 0 . 1 Pipe : 41 FTXED PRESSU�E LOSS DEVTCE Q�-I 1 .5 O .0 9.9 .�, 0 .O 5 .0 ps i , 557 .7 �pm F3F-O 1 .5 0 .0 14 .6 0 .0 Pipe : 42 -557 .7 8 .071 Pl_ 90 .00 PF 0 . 4 gF-z 1 .5 0 .0 19 .6 0 .0 3 .5 140 FTG T3L2G PE 0 .0 CITY , 1 .5 SRCE 20 .0 ( N/A ) O .OU2 TL 199 .06 PV 0 . ]. NOTES: ( 1 ) Calculations were performed by the HA�S 5 .6 .0 camputer program under license no . 428L203 granted by HRS Sy�stems , I nc . 2193 Ranchwood Dr . , N .E . Atlanta , GA 30345 ( 2 ) The systern has been balanced to provide an averagc imbalance at each node of 0 .010 gprn �nd � m��ximum imbalai7ce at any node of 0 . 196 gpm . � ( 3 ) V�locity pressures are printed for information only , and are not used in balancing the system . Maximum water velocity is 18 .1 ft/sec at pipe %1 . ( 4 ) PIPE FITTINGS 7ABl_E Pipe Table Name. STANDAf�D .PIP PAGE : F� h1ATERIAL : S40 HWC: 120 C�iamater Equivalent Fitting Lengths in Feet Cin ) E T L C B G A (� � E11 Tee LngEll ChkVlv B�fyVlv GatVlv A1mChk DF'Vlv 1 .049 2 .00 5 .00 2 .00 5 .00 h .00 1 .00 10 .00 10 .00 1 .3�0 3 .00 6 .00 2 .Q0 7 .00 6 .00 1 .00 10 .00 10 .00 1 .h10 � .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 1.Q .00 8 .071 18 .00 35 .00 13 .00 �45 .00 12 .00 4 ,00 35 .00 27 .00 � , • SPRINKLER SYS�"EM HYDRAULTC ANALYSIS . Pac�e 7 JOB TITLE : PA5C0 MEDICAL CEN'fER OUTP�TIENT SU�GURY DESIGN AREA 2 WPTER SUPPLY GURVE 60+ � � � 55+ � . � � 5 0-�- � �\\\\ 45+ ���� ; 0 \\\\ i \\\\ � \\\\ P 40+ * <-40 .0 ps.i @ 1095 gp�p F` � Flow Test Point E ; � � _ , �� 35+ �� � � R ; E ; 30+ - � ' � P ; c i I 25+ � ' � 20+ X � � 15-t- .� � � � ______________________________ 10+ LEGEND � �� i ' i X = Required lJater Supplv " ; 20 .00 psi � E�57 ,7 ��prn " 5+ „ ;; 0 = Availabl� Water Supply " � , 44 .28 psi � 557 .7 gpm " ; �� 0++--F----i-----+-----+------+---------r--------+----------F----____-----�- 400 600 800 1000 1200 1400 1600 1800 ?000 FLOW ( GPM ) ' , � � HYDRAULIC CALCULATIONS F"OR - ' \ - EAST PASCO MEDICAL CENTER �: - � � '- OUTPATIENT SURGURY DESIGN AREA 3 r = .�• `\ _ -` ZEPHYRHILLS , �� " ��v` FLORIDA � �e� � _ -,�l, � CONTRACT N0 = �.� -:� DATE = 04-03-93 � DESIGN DATA : OCCUPANCY CLASSIFICATION : LIGHT HAZARD DENSITY= . 10 GPM / Sc� . FT . AREA OF APPLICATION� 1500 SQ . FT . MAXIMUM COVERAGE PER SPRINKLER � 225 SQ . FT . ACTUAL COVERAGE PER SPRINKLER= 196 SQ . FT . ' NUMBER O(= SPRINKLERS CALCULATEQ = 2Q HEAD5 l'OTAL_ 4�JATER REQUIRFD AT SQURCE: 742 GPM 20 PSI NAME OF ENGINEER OF RECORD : PENTNSULA ENGINEE RING , INC . 1£�.3;i EDGEWATER DRIVE ORLANDO , FLORTDA 32804 NAME OF DFSIGNER HF�RVEY WILCOX F;UTh-IORITY HAVING JURISDIC7TON HRS OF FLORIDA � HYDRAULIC PL.ACARQ TNFORMl�TION � � � � LQCATION DESICN ARFFi 3 N0 . OF SPRINKLERS: ?2 HE.�D�: L�ASI� OF DESIGN : DEN�;I7Y : . 10 GPM / �Q . FT . DESIGNED AREA OF DEMAND= 1500 SQ . F1'�. SYSTEM DEMAND= GPh1 DISCHARGE A7 PUNiF� DISCHRRGE : 74? .7 GPM PSI REC�UIRED AT PUMP DISCHAf:GE : ��, � n�=r _ . . ; . i SPRINKLER SYS�EM HYDRAULIC F�NALYSIS � Pa<je 1 Date: 04/03/93 PASCODA3 �OB TITLE = PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 3 WATER SUPPLY DATA �OURCE STATIC RESID . - FLOW AVAIL . TOTAL REQ 'Q NODE, PRESS . PRESS . @ PRESS . � DEMANb P2F:SS . 1"AG ( PSI ) ( PSI ) ( GPM ) ( PSI ) ( GPM ) ( P5T ) CITY 46 .0 40 .Q 1095 .0 43 . 1 742 .3 20 .0 ' AGGREGATE FLOW ANALYSIS: � ! TO7AL FLOW AT SOURCE 742 .3 GPM � TOTAL_ HOSE STREAM ALLOWANCE AT SQURCE 0 .0 GPM I OTHER HOSE STREAM ALLOWANCES 250 .0 GPM I TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 492 .3 GPM NODE ANALYSIS DATA . NODE 7AG ELEVATION NODE TYPE PRESSURE DISCHARGE i ( FT ) ( PSI ) ( GPM ) 1 22 .0 K= 5 .60 12 .2 19 .6 ? 22 .0 K= 5 .60 13 .1 20 .2 3 � 22 .0 K= 5 .60 19 .6 24 .8 4 � 22 .0 K= 5 .60 19 .9 25 .0 5 I ?2 •0 K= 5 .60 23 .5 27 .2_ 6 ' 22 .0 K= 5 .60 26 .8 29 .0 7 � 22..0 K= 5 .60 19 .5 24 .7 8 22 .0 K= 5 .60 23 .8 27 .3 ? 22 .0 K= 5 .60 26 .8 29 .0 10 22 .0 K= 5 .60 13 .6 20 .6 11 ; 22 .0 K= 5 .60 13 .6 20 .7 1? 22 .0 K= 5 .60 20 .3 25 .2 13 22 .0 K= 5 .60 23 .2 27 .0 14 22 .0 K= 5 .60 28 .7 30 .0 15 22 .0 K= 5 .60 13 .3 20 .5 16 � 22 .0 K= 5 .60 13 .5 20 .6 17 � 22 ,0 K= 5 .60 16 .3 22 .6 18 'j 22 .0 K= 5 .60 17 .9 23 .7 19 ' 22,.0 1:= 5 .60 22 .3 26 .5 2.0 22 .0 K= 5 .60 25 .4 28 .2 :'1 23 ,0 - - - - 20 .6 - ; - �2. � 23 .0 - - - - 27 .9 - - - '?2A 23 .0 - - - - 24 .5 - - - 23 23 .0 - - - - 32 .3 - - - :_'�1 23 .0 - - - - 24 . 1 - - - ?_5 23 .0 - - - - 27 .9 - - - 26 23 .0 - - - - 14 .0 - - - 27 23 .0 - - - - 21 .0 - - - '='� ; 23 .0 - - - - ?9 .9 - - - 2`� 23 .0 - - - - 34 .8 - - - :;0 23 .0 - - - - 14 .3 - - - 3.L 23 .0 - - - - 17 .:s - - - :3� 23 .0 - - - - 19 .0 - - -- 3 3 23 .0 - - - - 26 .5 - - - , c , SPRINKLER SYSTFM HYDFZAUI. TC ANALYSIS ' Page 2 JC�B TITLE= PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA ? NODE 1'AG ELEVATION NODE TYPF PR��SURE DISCHARGE ( FT ) ( PSI ) ( GPM ) :i�r 23 .0 - - - - 31 .7 - _ - �� 23 .0 - - - - 40 .9 - - - 3E, ?3 .0 - - - - G0 .9 - - - 37 23 .0 - - - - 40 .9 - - - 38 23 .0 - - - - 41 . 1 - - - 39 23 .0 - - - - �� .3 - - - �0 23 .0 - _ _ _ �4 .7 - - - ��1 23 .0 - - - - 45 .4 -- _ _ j�' 23 .0 - - - - 46 .3 - - - 43 23 .0 - - - - �7 .2 - - - 44 23 .0 - - - - 48 .2 - - - 45 23 .0 - - - - 54 .8 - - - 46 23 .0 - - - - 47 .5 - - - �►7 23 .0 - - - - 52 .4 - - - ��� 23 .0 - - - - 62.6 - - _ 49 23 .0 HOSE S1"REAM 69 . 1 250 .0 O 24 .0 - - - - 71 .0 - - - N 24 .0 - - - - 73 .4 - - - � 24 .0 - - - - 79 .6 - - - H 24 .0 - - - - 80 .7 - - - C-; 24 .0 - - - - 84 .6 - - - � C 9 .0 - - - - 92 . 1 - - - � 2 .0 - - - - 15 .8 - - - UISCH � 2 .0 - - - - 96 .2 - - - �,UCT 2 .0 - - - - 13 .4 - - - QASE -3 .0 - - - - 15 .7 - - - E3F-0 1 .5 - - - - 14 .2 - - - BF-I 1 .5 - - - - 19 .2 - - - c:'ITY 1 .5 SOURCE 20 .0 742 .3 ---._ i . , . i . . f Y SPRINKLER SYS1`EM FiYDRAULIC ANALYSIS � Pag� 3 JQB TIIT�E: PASCO M�DICAL� CEN7ER OUTPATIEN`f SUE�GURY DESICaN AREA 3 RIPE DA7A F�YPE TAG Q( GPM ) DIA( IN ) L�NGTH PRESS . END ELEV . NOZ . PT DI�C . VE�( FP5 ) HW( C ) ( FT ) SUM _ NODES C FT ) ( K ) ( P�I ) ( GPi�i } F .L ./F7 ( P5I ) P.zpe= 2 -19 .6 1 .049 PL 6 .50 P(= 0 .�-� 1 i 22 .0 5 .6 22 .2 19 .6 7 .3 12t� FTG ____ P� 0 .0 2 22 .Q 5 .6 23 .1 20 .2 4 .225 Tl.. 6 .50 PV 4 .�i I Pipe= 2 -39 .8 1 .04� PL 14 .Ofl PF' E� .5 ? � 22 .Q 5 .6 13 . 1 20 .2 14 .8 120 FTG ---- PE 0 .0 � 22 .0 5 .6 19 .6 24 ,8 0 .4E,�6 TL 14 .00 PV 1 .5 i Pa,pe: 3 -64 .6 1 ,3�0 PL 5 .40 PF 1 .5 3 � 22 .0 5 .6 19 .6 24 .8 23 .9 12C3 FTG ---- PE Q .h 21 � 23 .Q Q ,4 20 .6 U .4 4 .30Q T� S .Q� PV 1, .� C Pipe � 4 -25 _0 1 ,049 PL 1 .04 PF 1 .2 4 ; 22 •0 5 -6 19 .9 25 .0 9 ,3 1.20 FTG T PE 0 .4 ?3. 23 .Q 0 .0 2Q .6 0 ,0 0 . 196 TL 6 .00 Pu 0 .6 PzPe: 5 -89 .6 1 .380 PI� 7 .00 PF 3 .8 �!1 23 .0 0 .0 24 .6 {� .0 29 .2 120 FTG ---- PE 0 .0 22A � 23 .0 0 .0 24 .5 4 .C} 0 .549 Tl� 7 .QO PU � .5 Pipe : 6 -27 .2 1 .049 AL 1 .00 PF 1 .4 5 22 .0 5 .6 23 .5 27 .2 10 .1 120 FTG T PE Q .4 22A j 23 .C7 0 .0 24 .5 0 .0 Q .229 TL 6 .00 PV 0 .7 • E P�.pe= 7 -116 .8 1 .610 PL $ .40 PF 3 .4 22A 23 .0 0 .n .?_4 .5 0 .0 18 .4 120 FTG ----- PE � .,0 22 � 73 .Q O .b 27 .y 4 .0 0 .423 T� 8 .Od PV 2 .3 Pipe � 8 -29 .4 2 _Q49 PL 1 .�Q PF 2 .5 6 22 .0 5 .6 26 .8 29 .0 10 .8 12Q FTG 7 PE 0 .4 22 j 23 .0 Q .0 27 .9 0 .0 0 .258 TL 6 .00 PV 0 .8 i P�ipe= 9 -1�5 .7 1 .61Q (�L 7 .00 PF 4 .5 22 2� .0 O .0 ?7 .9 0 .� 23 .4 120 FTG ---- PE 0 .� �3 23 .0 0 .� 32 .3 Q .Q Q .637 TL 7 .00 Ptt 3 .5 �� Pipe : 10 -145 ,7 1 .61q PL. 5 .50 PF � ,6 ?_3 � 23 .0 0 .0 32 .3 0 .0 23 .0 120 FTG , 7 PE 0 .0 35 ( 23 .0 O .O �0 .9 0 .0 0 .637 1'L 13 ._50 PV 3 .5 � P�Pe: 11 -24 ,7 1 .04�� P�. 2b .40 PF 5 .O 7 ! 22 .Q 5 .E� 19 .5 24 .7 9 ,� 120 FTG -___ PE t7 .4 24 I 23 .0 0 .0 24 .1 0 .0 0 .193 TL 26 ,OQ PV O .� i Pipe: 12 -27 .3 1 .d49 PL 3 .OQ F�F 0 .7 8 i 22 .0 5 .b 23 .8 27 .3 10 , �. 120 FTG -___ P� 0 .4 ?Q � ?3 .0 O .O 24 . 1 Q .0 4 .232 TL 3 .0� F�V 0 .7 PiPe: 13 -52 . 1 2 .049 PL 5 .00 PF 3 ,�3 2�l 23 .0 0 .O 24 ,1 4 .0 19 .3 22Q F7G ---- PE Q .0 25 23 .0 0 .0 27 .9 0 .0 0 .7F�4 1'!_ 5 .00 F'�J 2 .r> � - � ' I . � i . SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Page 4 I JO(3 TTTLE: PASCO MEDICAL CENTER OUTPATIEN7 SURGURY DESIGN AREA 3 P�IPE DATA ( cont . ) P IPE TAG Q( GPM ) DIA( IN ) LENGTH PRESS , � ETaD ELEV . NOZ . PT DISC . VE�( FpS ) HW( C ) ( FT ) SUM . NODFS ( FT ) ( K ) ( PSI ) ( GpM ) F .L ./FT ( pSI ) (?i.pe: 14 -29 .0 1 .049 PL 1 .00 Pf= 1 .6 , 9 ; 22 .0 5 .6 26 .8 29 .0 10 .8 120 FTG 7 PE Q ,� 2�� � 23 .0 0 .0 27 .9 0 .0 0 .258 TL. 6 .00 PV O .t3 � I - Pipe: 15 -81 . 1 1 .380 PL 22 .50 PF 13 .0 25 23 .0 0 .0 27 .9 0 .0 17 .�1 120 FTG T PF 0 .0 �6 23 .0 0 ,0 40 .9 0 .0 0 .456 TL 28 .50 PV 2 .0 I Fipe: 16 -20 .6 1 .049 PL 6 .50 PF 0 .9 10 22 ,0 5 .6 13 .6 20 .6 7 .7 120 FTG ---- PE p ,4 ?6 23 .0 0 .0 14 .0 0 .0 0 . 138 TL 6 .50 PV 0 .�� � � , Pipe: 17 -20 .7 1 .049 PL 1 .00 PF O .E� 11 22 .0 5 .6 13 .6 20 .7 7 .7 120 FTG T PE p ,t� �-�'� ' 23 .0 0 .0 14 .O 0 .0 0 . 139 TL 6 ,00 PV 0 .�F Pipe: 18 -41 .3 1 .049 PL 14 .00 PF 7 .0 ?� � 23 .0 0 .0 1.4 ,0 0 .0 15 .3 120 FTG ---- PE 0 .0 27 ; 23 .0 0 .0 21 .0 0 .0 0 .49£3 TL 14 .00 PV :1 .E Pipe: 19 -25 ,2 1 .049 PL 1 .00 PF' 1 .2 12 j 22 .0 5 .6 20 .3 25 .2 9 .� 120 FTG T PE 0 ,4 �7 23 .p 0 .0 21 .0 0 .0 0 .200 TL 6 .00 PV 0 .6 � P,ipe : 20 -66 .5 1 .380 PL 5 .50 PF 1 .7 ?7 � 23 .0 0 .0 21 .0 0 .0 14 .3 120 FTG ---- PE 0 .4 13 � 22 .0 5 .6 23 .2 27 .0 0 .316 7L 5 .50 PV ]. .4 i P;ipe: 21 -93 .5 1 .380 PL 12 .00 PF 7 . 1 13 � 22 .0 5 .6 23 .2 27 .0 20 .1 120 FTG ---- PE 0 .4 �'8 23 .0 0 .0 29 .9 0 ,0 0 .594 TL 12 .00 PV 2 .7 P�ipe = 22 -30 .0 1 .049 PL 1 .00 PF 1 .7 14 ; 22 .0 5 .6 ?£3 ,7 30 .0 11 . 1 120 FTG T PE 0 .4 , �� •� 23 ,0 0 .0 29 .9 0 .0 0 ..275 TL b .00 PV 0 .8 � PIPe' 23 -123 .5 1 .610 PL 10 .50 PF 4 .9 28� I 23 .0 . 0 .0 29 .9 0 .0 19 .5 120 FTG - �-- PE O .O ' �9 � 23 .0 0 ,0 '�4 .8 0 .0 0 .469 7L 10 .50 PV 2 .5 Pipe= 24 -123 .5 1 .610 PL 5 .00 PF 6 .1 ?9 � 23 .0 0 .0 34 .8 0 .0 1�i .5 120 FTG T PE 0 .0 37 � 23 .0 O .O 40 .9 0 .0 0 .469 TL. �.3 .00 PV 2 .5 � t Pipo : 25 -20 .5 1 .0�9 - PL 8 .50 PF 15 , 22 .0 5 .6 13 .3 20 .5 7 .6 120 FTG _ 1 .4 E PF 0 .4 j0 ; 23 .0 O ,0 14 .3 0 .0 0 . 136 TL 10 .50 PV 0 .4 Pipe: 26 -20 .6 1 .0�49 PL 4 .00 PF 1 .2 1� 22 .0 5 .6 13 .5 20 .F, 7 ,6 120 FTG '1' PE 0 .� �� 23 .0 0 .0 14 .3 0 .0 0 . 137 TL 9 .00 pV p _4 . .. � ' -, � SPRINKLER SYSTEM HYDRAULIC ANALYSIS • page 5 i JOB TITLE= PASCO MEDICAL CENTER OUTPATIENT SURGURY DESTGN AREA 3 P'[PE DATA ( cont , ) F'IPE TAG Q( GPM ) DIA( IN ) LENGTH PRESS . END ELEV . N�Z . PT DISC . VEL( FPS ) HW( C ) ( FT ) 5UM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F ,L ./FT ( PSZ ) � Pipe : 27 -41 . 1 1 .049 PL. 6 .00 PF 3 .0 30 � 23 .p 0 .0 14 .3 0 .0 15 ,2 120 FTG ---- PE 0 .0 31 � 23 .0 0 .0 17 .3 0 .0 0 .492 TL 6 .00 PV 1 .6 � Pipe� 28 -22 .6 1 .049 PL 4 .00 PF 1 .5 17 j 22 .0 5 .6 16 .3 22 .6 8 .4 120 FTG 7 PE 0 .� 31 23 .0 0 .0 17 .3 0 ,0 0 . 163 1'L 9 .00 PV 0 .5 Pipe: 29 -63 .6 1 .380 PL 6 .00 PF 1 .7 31 23 .0 0 .0 17 .3 0 .0 13 .6 120 F7G ---- PE 0 .0 3� � 23 .0 0 .0 19 .0 0 .0 0 .291 7L 6 .00 PV 1 .3 Iipe: 30 -23 .7 1 .049 PL 4 .00 PF 1 .6 18 22 .0 5 .6 17 .9 23 .7 8 .8 120 FTG T PE 0 .4 �2 23 .0 O .0 19 .0 0, .0 0 .17�3 TL 9 .00 PV 0 .5 Pipe : 31 -87 .3 1 .380 PL 5 .50 PF 2 .9 32 I 23 .0 0 .0 19 .0 0 .0 18 ,7 120 FTG ---- PE 0 .4 19 � 22 .0 5 .6 22 .3 26 .5 0 .523 TL 5 .50 PV 2 .4 P�ipe: 32 -113 .8 1 .610 PL 11 .50 PF 4 ,6 19 22 .0 5 .6 22 ,3 26 .5 17 .9 120 FTG ---- PE 0 .4 �3 i 23 .0 0 .0 26 .5 0 .0 0 .403 TL 11 .5Q PV 2 .2 P;ipe : 33 -28 .2 1 .04� PL 1 ,50 PF 1 .G �� ; 22 .0 5 .6 25 .4 28 .2 10 .5 120 FTG T PE 0 .4 �3 ; 23 .0 0 .0 26 .5 0 .0 0 .246 TL 6 .50 PV 0 .7 Pipe � 34 -142. .0 1 .610 PL 8 .50 PF 5 .2 33 ' 23 .0 0 .0 2b .5 0 .0 22 .4 120 FTG ---- PF 0 .0 �4 23 .0 0 .0 31 .7 0 .0 0 .607 TL 8 .50 PV 3 .4 i. P�zPe= 35 -142 .0 1 .610 PL 7 .50 PF 9 .�+ 34 23 .0 0 .0 31 .7 0 .0 22 .4 120 FTG T PE 0 .0 3� 23 .0 0 .0 41 , 1 0 .0 0 .607 TL 15 .50 PV 3 .4 Pipe: 36 58 .3 3 .260 PL 8 .00 PF 0 .0 35 � 23 ,0 0 .0 40 .9 0 .0 2 .2 120 �Tr, -T-- pE 0 .0 =�� , 23 .0 0 .0 40 .9 0 .0 0 .004 TL 8 .00 PV 0 .0 Pipe : 37 -22 .8 3 .260 PL 7 .00 PF 0 .0 �6 � 23 ,0 0 ,0 40 .9 0 .0 0 .9 120 FTG ---- PE 0 .0 37 � 23 .0 0 .0 40 .9 0 .0 0 .001 TL 7 .00 PV 0 .0 � Pipe: 38 -14G .3 3 .?_60 PL 9 ,50 PF 0 .2 37 �3 .0 0 .0 40 .9 0 .0 5 .6 120 FTG ---- PE 0 .0 �� ; 23 .0 0 .0 41 . 1 0 .0 0 .021 TL 9 .50 PV 0 .2 R ipe : 39 -2�s8 .2 3 .2G0 PL 4�� .00 PF 3 .2_ �� ; 23 .0 0 .0 41. . 1. 0 .0 11. . 1 120 FTG ---- PE 0 .0 3`� 23 .0 0 .0 44 .3 0 ,0 0 .072 TL 44 .00 PV 0 .8 I-- - ---- � � �PRINKLER SYS`i�EM NYDRAULIC ANALYSIS � P�ge 6 ,708 TI1"LF= AASCO MEDICAL C�NTER OUTPATIENT SURGURY DE5SGN AREA 3 F'IPE DATA ( cont . ) F'IPE TAG Q( CPM ) DIA( IN ) LENC7H PRES� . END ELEV . NOZ . P7 pISC . VE�( FPS ) HW( C ) ( FT ) 5UM . NOQES ( FT } ( K ) ( P5I ) ( GPM } F .L� ./FT ( PaI ) I P,.ip�= �0 -28� .2 3 .26� Pl� 6 .60 P�' Q .�+ 39 ' 23 .0 Q .0 44 .3 0 .U 21 . 1 2 2t� �TG ---- PE Q ,G 40 23 .0 t� .C? 44 .7 4 .4 4 .fll� Tl� b .0{� P'J fJ .8 i P i pc� = 41 -2f�� .2 3 .26Q PL 1 Q .00 PF � .7 40 23 .0 0 .0 44 .7 0 .0 11 . 1 120 FTG ---- P� O .Q n1 23 .Q 0 .0 45 .4 0 .0 0 .072 TL 1� .00 PV 0 .8 Pipe= 42 -288 .2 3 .260 PL 12 .d0 Pr Q .`� 41 ' 23 .0 Q .0 45 .4 O ,t3 12 . 1 120 FTG ---- PE t� .a 42 23 .Q 0 .O 4b .3 Q .O � .072 Tt� 12 .Qf7 P�1 0 .� Pa,Pe � 43 -2�8 .2 3 .2hQ P1.� 12 .0o PF 0 .9 G2 i 23 .Q 0 .0 �6 .3 0 .0 11 . 1 120 �TG ------ PF 0 .4 la3 � 23 .b 0 .0 47 .2 0 .0 0 .072 TL 12 .Q0 PV 0 .8 Pipe= 44 -288 .2 3 .26� PL. 5 .50 PF 1 .0 �'I 43 23 .0 0 .0 �? .2 O .t� 11 .1 120 FTG E �E 0 .0 44 ?3 .b 0 .O 48 .2 � .4 O .t772 1"C. 23 .5� PV 0 .8 Pipe: 45 -288 .2 � .264 PL 75 .5Q PF 6 .7 �i 4 23 .0 Q .0 48 .2 0 .0 11 . 1 12t? FTG T PF_ 0 .4 � 45 23 .0 0 .0 54 .8 0 .0 0 .072 TL 92 .50 PV 0 .8 Pipe= 4b -20�C .0 ;3 .?b0 PL 123 .00 PF 6 .6 , 35 � 23 .0 0 .0 4t} .9 0 .0 7 .8 12n FTG 2E2T PE 0 .0 j 46� � 23 .(? C? .0 47 .5 0 .O 0 .t�38 TL 173 .OO PV t7 .4 � P i pe ; 47 -2Q4 ,Q 3 .26Q PL 111 .Q4 �'F 4 ,9 �' 46 23 .0 q .4 47 .5 O .Q 7 .8 124 FTG T PE � .0 ' �i 7 23 ,q 0 .0 52 .4 0 .0 0 .038 7L 128 .00 F�'J 0 .4 Ripe= 48 -?OlE .O 3 .260 PL 46 .50 PF 2 .4 I 47 23 .0 6 .0 52 .4 O .d 7 .8 120 FTG 7 PE 0 .0 �5 23 .0 0 _C? 54 .8 {� .d Q .Q38 TL. 63 .�0 PV C3 .4 � F'ipe�: 49 -4�2 .3 3 .260 �'L 23 .�Q PF 7 .8 • � 45 23 .0 0 .0 54 .8 0 .O 18 .9 12C? FTG � T PE Q .O �8 23 .0 Q .0 62 .6 0 .0 0 . �.95 TL 40 .00 PV 2 _4 i Pipe: 50 --492 .3 3 .2bQ PL 7 .00 P� 6 .4 4E3 23 .C? Q .0 b2 .6 0 .4 18 .9 120 FTG �TG PE d .0 �9 23 .0 H .S . �9 . 1 250 .O 0 . 1 R5 7L 33 .O�J P4� 2 .4 Pipe: 51 -742 ,3 4 .260 PL 1 _00 AF 2 .4 �1� 23 .0 H .S , 69 . 1 25Q .Q 16 .7 120 �"TG T PE Q .4 � Z� .fl O .a 71 .0 4 .0 Q . 113 7L ?1 .00 PV 1 .9 Pipa: 52 -742 .3 4 .2bt� PL 1 .40 PF ? .4 � 24 .0 0 .0 71 ,t} 0 .0 3� .7 1�0 FTG T PE 0 .0 N 24 .0 0 .0 7� .� 0 .C7 4 .113 T� 21 .04 PV 1 .`3 ! , SPRINKLER SYS'TEM HYDRAULIC ANALYSIS - • pdc1e 7 JOE3 T7TLc : PASCO MEDICAL GENTER OUTF�ATIENT SURGURY DESIGN A�EA 3 F"'IPE DATA ( cont . ) f'IPE TAG Q( GPM ) DIA( IN ) LFNGTH PRESS . END ELEV . NOZ . PT DISC . VEL( FPS ) HlJ( C ) ( FT ) SUIH . NODES ( FT ) ( K ) CPSI ) ( GPM ) F .l_ ./FT ( p�I � Pipe : 53 -742 .3 �E .260 PL 33 .00 Pr 6 .� n 24 .0 0 .0 73 .4 0 .0 1.6 .7 1�0 FTG TG pE � ,0 M 24 .0 0 .0 79 .6 0 .0 0 . 113 TL 55 .00 PV 1 .9 PlP� ' `4 -742 .3 6 .357 PL 35 .G0 PF 1 .0 I h� 24 .0 0 .0 79 .6 0 .0 7 .5 120 FTG T PE 0 .0 H 24 .0 0 .0 80 .7 0 .0 r. 0 .016 TL 6� .00 PV 0 .4 Pipe= 55 -742 .3 6 .357 PL 1b9 .00 PF 3 .9 H 24 .0 0 .0 80 .7 0 .0 7 .5 120 FTG 3E7G PE 0 .0 G ' 2� .0 0 .0 84 .6 O .Q 0 .016 TL 244 .00 PV 0 .4 Pipe: 56 -742 .3 6 .357 pL 32 .50 PF 1 .0 c 24 .0 0 .0 84 ,6 0 .0 7 .5 1?0 FTG '� PE 6 .5 �� 9 ,0 0 .0 92 . 1 0 .0 0 .0"16 TL 62 .50 PV O .G Pipe: 57 -742 .3 8 .071 PL 132 .00 PF 0 .7 C 9 .0 0 .0 92 . 1 0 .0 4 .7 120 FTG ---- pE 3 .0 A 2 .0 0 .0 95 .8 0 .0 0 .005 TL 132 .00 PV 0 . 1 Pipe: 58 -742. ,3 8 .071 PL 10 .00 PF 0 .4 A 2 .0 0 .0 95 .8 0 .0 4 .7 120 FTG ECG PF 0 .0 C�ISCH 2 .0 0 .0 96 .2 0 ,0 0 .005 TL 77 .00 PV 0 . 1 Pipe : 59 FIRE PUMP Rat.in�: 1000 .0 gpm � 100 .0 psi SUCT 2 .0 0 .0 13 .4 0 .0 Avai 1 . : 7�i� .4 c� rn � 100 .0 � P psi DISCH 2 .0 0 .0 96 .2 0 .0 Req 'd . : 742 .4 gpm �9 b2 ,g psi Pipe = 60 -742 .3 8 .071 PL 10 .00 PF 0 .2 SUCT 2 .0 0 .0 13 .� 0 .0 4 �A`� .7 120 FTG EG pE 2 .2 -3 .0 0 .0 15 .7 0 .0 0 .005 TL 32 .00 f�V 0 . 1 Pipe = 61 -74?_ .3 8 .071 PL 40 .00 PF 0 .5 QASE -3 .0 0 ,0 15 .7 0 .0 4 .7 140 FTG E3LG PE 1 .9 BF-0 • 1 .5 0 .0 14 .?_ 0 .0 0 .00� TL 12.1 . 13 PV 0 . 1 Pipe : 62 FIXED PRESSURE LOSS DEVICE BF-I 1 .5 0 .0 19 .2 0 .0 5 .0 �si , 742 .3 gpm F�F-O � 1 .5 0 .0 14 .2 0 .0 � Pi{�e : 63 -742 .3 8 .071 PL_ 90 .00 �f= O .i3 QF'I ' 1 .5 0 .0 19 .2 0 .0 4 .7 140 FTG T3L2G PE 0 .0 CTTY i 1 .5 SRCE 20 .0 ( N/A ) 0 .004 TL 199 .06 PV 0 , 1 II NOTES: ( 1 ) Calculations were performed by the HASS 5 ,6 .0 computer program und�r license no . 428L203 c�ranted by HrS �:ystem� , Inc . 2193 Ranch�•��od Dr . , N .E . Atlanta , GA 3034� � � . . + SPRINKLER SYS'�"EM HYDRAULIC �NALYSIS • paq� g J'OB TITL(=: PASCO MEQICAL CENTER OUTPATIENT SURGURY DESIGN A�EA 3 C2 ) The =:ystem has been balanced to provide an average irnbalance at each node of 0 .003 gpm and a maximum imbalance at. any node of 0 . 107 gpm . ( 3 ) Velocity pressures are printed for information only , and arn not used in b�lancing i:he syst�m . Maximum w�ter velocitv is 23 .0 �Ft/sec at pipe 10 . ( 4 ) PIPE FITTINGS TRBLE Pipe Table Name: STANDARD .PIF� F'AGE: A MATERIAL : S40 f-IWC: 120 Diameter Equivalent Fitting Length� in Feet ( in ) E T L C B G A D E11 7ee LngEll ChkVlv C3fyVlv GatVlv A1rnChk DI�Vlv �� -0�9 2 .00 5 .00 2 ,00 � .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 � .00 F, .OQ 1 .00 10 .00 1Q .00 ' 8 .071 18 .00 35 .00 13 .OQ 45 .00 12 .00 � .00 35 ,U0 27 .00 � . , SPRINKLER SYSTEM HYDRAULIC ANALYSIS , P��� 9 70(3 7ITl_E = PASCO MEDICAL CENTER OUTPA7IENT SURGURY DESICN AREA 3 �.JA7ER SUPPLY CURVE 60+ � � � � 55+ � � � 50+ ; � I �'\\\\ 45+ \\\\ ' ; \\\\ i , i 0 \\\\ I i \\\\ ' P 40+ �= <-40 .0 psi � 1095 gpm � � � � Flow Test Point II E ; i S ' � S 3 5-i- �J ' i R � I � E ' ' 30+ � ' � P ' � � � � I 25-r � � � � � � 2 O-�• X � � 15+ . � � � � _ � _=z=^=c�x===-==c^c=c�c==c==-== 10+ LEGEND " , � �� ' ; X = Required Water Supply " ; 20 .00 psi � 742 .3 gpm " 5 i- �� ' ; 0 = Available Water Supply " ; �3 .08 psi � 742 .•3 gpm " ' � �� � 0++--t----+----+------+------+--------+--------+----------r------------i- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW ( GPM ) ; . � . , . , hiYDRAULIC CALCULA7IONS � FOR _- �` _ FAST PA�('n h�fCDICAL CENTER � � �=� '�, - - ; �,�` OUTPATIENT SURGURY DESTGN AREA �i - ZEPMYRHILLS , FLORIDA f �ONTRACT N0 : DATE � 04-03-93 DESIGN DflTA� -�� � OCCUPANCY CLASSIFICATION: ORDINARY HAZARD STOCK ROOh1 £3-0 I-IIGH �TG . i DENSITY= .20 GPM / SQ . FT . AREA OF APPLIC�TION = 2000 SC� . FT . MAXIMUM COVERAGE PER SPRTNKLER : 130 SQ . FT . �1CTUAL COVERAC�E PER SPRINKLER� 126 SQ . F'T . '� NUh1BER OF SPRINKLERS C�LCULATED : 20 HEADS TOTAL WATER REQUIRED AT SOURCE : 824 GPM 20 PSI NAME OF ENGINEER OF RECORD: PENINSULA ENGINEERING , INC . 1833 EDGEWATER DRIVE ORLANDO , FLORIDA 32804 NAME OF pESIGNER HARVEY WILCO;�C AUTHORI7Y HAVING JURISDICTION HRS OF FLORIDA HYDRF�ULIC PLACARD TNFORMATION I..00ATION DESIGN AREA 4 � � NO . OF SPRINKLERS : 20 HEAQS i BASIS OF DESTGN= C�ENSITY= .20 GPM / SQ . FT . DESTGNED AREA OF DEMAND = 2000 5Q . f=T . SYSTEM DEMAND= � C;PM DISCHARGE AT PUMP DISCHARGE : 823 .5 GPM PSI REQUI�ED AT PUMP DISCHARGF : �r� _r� psr I , SPRIPJKLE� SY�TEM HYDRAUI_IC ANALYSIS . p�iq� 1 Date = 04/03/93 P�SCODA4 :10E� TITLE :� PASCO MEDICAL CENTER OUTPA7IFNT SURGURY DESIGN AREA 4 " WATER SUPPLY DATA SOURCE STFITIC F2ESID . FLOW AUAIL . 70TAL REQ 'D NOGE PRCSS . PRESS . C� PRESS . @ DEIWAND PR�S�� ., TAG ( PSI ) ( PSI ) ( CPNI ) ( F'SI ) ( GPM ) ( PSI ) CITY 46 .0 40 .0 1095 .0 42 .5 823 .5 2U .0 AGGREGATE FL06J ANALYSIS : T07AL FLOW AT SOURCE 8"?._3 .5 GPM 70TAL HOSF �TF<EAM ALLOGJANCE AT SOURCE 0 .0 c=,PM 07HER HOSE STREAM ALLOWANCF_S 250 .0 GPI�I 70TAL DISCHARGE FROM ACTIVF SPRiN�:f_FRS 573 ,5 GPM NODE ANALYSIS DATA NODE TAG El_EVATION NODE TYPE PRESSIJRE DISCHARGE ( F7 ) ( PSI ) ( GPM ) ' �- 22 -0 K= 5 .60 20 ,6 25 .4 � 22 .0 K= 5 .60 22 ,6 26 ,h = 22 .0 K= 5 .60 23 .9 27 .4 4 22 .0 K= 5 .60 26 .0 28 .5 �� 22 .0 K= 5 .60 29 .8 30 .6 6 22 •� K= 5 .b0 31 .6 31 .5 7 22 .0 K= 5 .60 20 .3 25 ,? ' � 22 -0 K= 5 .60 22 .3 26 .4 y 22 .0 K= 5 .60 23 .6 27 ,2 10 , 22 .0 K= 5 .60 25 .6 �5 .3 11 22 .0 K= 5 ,b0 29 .4 30 .4 12 22 .0 K= 5 .60 31 .2 31 .3 13 22 .0 K= 5 ,b0 20 ,2 25 ,? 14 22 .0 K= 5 .60 22 .2 26 .4 � , 15 22 .0 K= 5 .60 23 .5 27 .2 1� 22 .0 K= 5 .60 25 .6 2s .3 . 17 22 .0 K= 5 .60 29 .4 30 .3 1� ' 22 .0 K= 5 .60 31 . 1 31 .2 �9 22 .0 K= 5 ,60 34 .7 33 .0 2� 22 .0 K= 5 .60 34 .8 33 .0 35 23 .0 - - - - 37 .5 - ,- - 36 � 23 .0 - - - - 37 .3 - - - 37 23 .0 - - - - 37 .0 - - - 38 23 .0 - - - - 36 .7 - - - 39 ' 23 .0 - - - - 35 .3 - - - 40 � 23 .0 - - - - 35 .� - _ _ �1 23 .0 - - - - 35 .0 - - - 42 23 .0 - - - - 35 . 1 - - •- �3 23 .0 - - - - 35 .6 - - - � Q4 23 .0 - - - - _ _ _ 37 .3 45 23 .0 - - - - - - - 49 .0 4 6 23 .0 - - - - 43 .O - - - 47 23 .0 - - - - 47 .0 - - - 48 23 .0 - - - - 59 ,3 _ _ _ � �� � � :.�PRINKLER SY�TEM HYDRAULIC ANAI_YSIc . P�i`�7`� ,�_' 7UQ �TITLE : PASCO MEDICAL CENTER OU'fPATIENT SURGURY DFSIGN �;RE� �E NOGE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ( FT ) CPST ) ( Gf�M ) '�� 23 .0 HOSE ST�EAM 67 _�i 250 .0 �) 24 .0 - - - - 70 .3 �`� 24 .0 - - - - � I•1 2�F .0 _ _ T _ 73 .2 - - - � 80 .7 F� ?�� .0 - - - - �2 .G - _ _ C� 24 .0 _ _ _ _ - _ _ �• 86 .8 - - - 9 .0 - - - - 94 .5 � 2 .0 - - - - - - - C�ISCH 2 .0 - - - - 98 3 _ SUCT �� -� - - - 2 .0 E;ASE -3 .0 _ _ _ _ 13 ' 1 - - - BF-0 15 .5 - _ _ 1 .5 - - - - 1�� . 1 E3F-I 1 .5 _ - - - � CITY 19 . 1 - - - 1 .5 SOURCE 20 .0 823 .5 • , �-PRIN{<LER ��Y�TEM HYDRAULIC ANALYSIS • pacJ� 3 JO@ TI7LE= PF1SC0 MEDICAL CENTEft OUTPAI"IENT SURGURY DESIGN AREA 4 F'IPE DATA PIPE TAG C1( GPIh ) DIA( IN ) LENGTH PRF�S . END FI_�V . N0 .7. . PT DISC . VEL( FPS ) HL•J( C ) ( FT ) �UI�I . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PST ) Pipe = �. -25 .4 1 .049 PI_ 10 .00 PF 2 .0 1 22 .0 5 .6 20 .6 25 .4 9 .4 120 FTG ---- PE 0 .0 ?_ 22 .0 5 .6 22 .6 �6 .6 0 .?03 TL 10 .00 PV O .b Pipe= 2 -52 .0 1 .300 PL 6 .50 PF 1 .3 � 2 22 .0 5 .6 22 ,6 �h .6 11 .2 120 Fl"G ---- PE 0 ,0 3 22 .0 � .6 23 .9 27 .4 0 .201 7L 6 .50 PV 0 .8 Pipe = 3 -79 .4 1 .610 PL 10 .00 PF 2 . ]_ � 22 .0 5 .6 23 .9 27 .4 12 .5 120 FTG ---- PE 0 .0 4 22 .0 5 .6 26 .0 28 .5 0 .207 TL 10 .00 PV 1 . 1 Pipe : 4 -108 .0 1 .610 PL 10 .50 PF 3 .�5 � 22 .0 5 .6 26 .0 28 .5 17 .0 120 FTG ---- PE 0 .0 �� 22 .0 5 ,6 29 .8 30 .6 0 .366 TL 10 .50 PV 1 .9 Pipe� 5 -138 .5 2 .067 PL 10 .50 �F 1 .E3 `.� 22 .0 5 .6 29 .8 30 .6 13 .2 120 FTG ---- PE 0 .0 �� 22 ,0 5 .6 31 .6 31 .5 0 .172 TL 10 .50 PV 1 .�� Pipe : 6 -170 .0 2 .067 PL 7 .50 PF 4 .4 'i ' 6 22 .0 5 .6 31 ,6 31 .5 16 .3 120 FTG T PF 0 .4 � �i 3 23 .0 0 .0 35 .6 0 .0 0 .2_51 TL 17 .50 PV 1 .8 I, Pipe: 7 -25 .2 1 .049 PL 10 .00 PF 2 .0 7 22 .0 5 .6 20 .3 25 .2 9 .4 120 FTG ---- PE 0 .0 ' 8 ' 2? .0 5 .6 22 .3 26 .4 0 .200 TL 10 .00 PV 0 .C-� Pipe• : 8 -51 .6 1 .380 PL 6 .50 PF 1 ,3 � .?_2. .O 5 .6 22 .3 26 .4 11 . 1 120 F 7G ---- PE 0 .O - �s' 22 .0 5 .6 23 .6 27 .2 0 . 198 TL 6 .�0 PV 0 .8 Pipe � 9 -78 .8 1 .610 PL 10 .00 PF 2 .0 '=- 22 .0 5 .6 23 .6 27 .2 12 .4 120 FTG ---- PE 0 .0 10 ' 22 .0 5 .6 25 .6 28 .3 0 .204 TL 10 .00 PV 1 .0 Pipe: 10 -107 . 1 1 .610 PL 10 .50 PF 3 .8 10 • 22 .0 5 .6 25 .6 28 .3 16 .9 120 F7G . ---- PE O .O 11 • 22 .0 5 .6 29 .4 30 .4 0 .360 TL 10 .50 PV 1 .9 Pipe. : 11 -137 .5 2 .067 PL 10 .50 PF 1 .� 11 , 22 .0 5 .6 29 .4 30 .4 13 . 1 120 FTG ---- PE 0 .0� 1? 22 .0 5 .6 31 .2 31 .3 0 . 169 TL 10 .50 PV 1 .2 Pipe. : 12 -168 .8 2 .067 PL 7 .50 PF 4 .3 1? 22 .0 5 .E� 31 .2 31 .3 16 . 1 120 FTG T PF 0 .4 , 42 23 .0 0 .0 35 . 1 O .0 0 .?_�7 7L. 17 .50 PV 1. .8 Pipe= 13 -25 .2 1 .049 PL 10 .00 PF 2 .0 13 22 .0 b .6 20 .2 25 .2 9 .4 120 FTG ---- PE 0 .0 1•� 22 .0 5 .6 22_ .2 26 .4 0 ,200 TL 10 .00 PV 0 .E�, . _ . ; � � . � � SPRINKLER SYS'I"EM HYpRAULIC ANALYSIS : '' Page 4 JOB TITLE: PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 4 PIPE DATA ( cont . ) F'IPE '7AG Q( GPh1 ) DIA( IN ) LENGTH pRE�� END CLEV . NOZ , PT DISC , VEL( FPS ) HW( C ) ( �'T ) SUM . NODES ( FT ) (K ) ( PS I ) ( GPM ) F .L ./FT � ( P�I ) Pipe: 14 -51 .6 1 .3E30 PL 6 .50 PF 1 ;3 1� , 22 .0 5 .6 22 .2 26 .4 11 .1 120 FTG 1� 22 .0 5 .6 23 .5 27 .2 ---- �'F 0 ,0 i � . 1�8 TL b .50 PV U ,8 Pipe: 15 -78 .8 1 .610 PL 10 .00 pF � ,p 15 � 22 .0 5 .6 23 .5 27 .2 12 .4 �.�q FT�; 16 i 22 .0 5 .6 25 .6 28 .3 --`- PE 0 .0 �. 0 .204 TL 10 .00 PV 1 .0 Pipe: 16 -107 . 1 1 .F,1Q Pl._ 10 .,0 p� 3 .g 1� � 22 .0 5 ,6 25 ,6 2�3 .3 16 .9 120 FTG PE 0 .0 17 � 22 .0 5 .6 29 .4 30 .3 0 .360 TL ;I,q 5n pV � .9 I Pipe: 17 -137 .4 2 .067 PL 10 .50 PF 1 .8 1� i 22 .0 5 .6 29 .4 30 .3 13 . 1 120 FTG 18 ' 22 .0 5 .6 31 . 1 31 .2 --�'- PE 0 .0 0 .169 TL 10 .50 PV 1 .2 Pl�lPe ' 18 -168 .7 2 .067 PL 7 .50 PF 4 .3 18 , 22 .0 5 .6 31 .1 31 .2 16 .1 120 FTG T p� p .� �1 � 23 .0 0 .0 35 .0 0 .0 0 .247 TL 17 .50 PV 1 .8 PiPe: 19 -33 .0 2 .067 PL 10 .50 PF 0 . 1 19 22 .0 5 .6 34 .7 33 .0 3 .2 120 FTG ---- PE 0 .0 ='� ; 22 .0 5 .6 34 .8 33 .0 0 .012 TL 10 .50 F�V 0 .1 � Pipe: 20 -b6 .0 2 .067 Pl_ 7 .50 Pf= 0 .8 �� ! 22 .0 ' 5 .6 34 ,8 33 .0 6 .3 120 FTG T PE 0 .4 - 40 ' 23 .0 0 .0 35 .2 0 .0 0 .044 TL 17 .50 PV � .3 ` Pipe: 21 183 .8 3 .260 PL 8 .00 PF 0 ,3 35 i 23 .0 0 .0 37 .5 0 .0 7 . 1 120 �TG ---- PE 0 .0 �6 ' 23 .0 0 .0 37 .3 0 .0 0 .032 TL 8 .00 PV 0 .3 � P1'Pe' 22 183 .8 3 .2b0 PL 7 .00 PF 0 .2 36 , 23 .0 0 .0 37 .3 0 .0 7 . 1 120 Fl"G ---- P� 0 .0 �37 • ! 23 .0 0 .0 37 .0 0 .0 0 .032 TL 7 .00 PV 0 .3 Pi!'pe : 23 183 .8 3 .260 PL 9 .50 PF 0 .3 37 ' 23 .0 0 .0 37 .0 0 .0 7 . 1 120 FTG -�--- PE 0 .0 =j� �� 23 .0 0 .0 36 .7 0 .0 0 .032 TL 9 .50 PV 0 .3 � Pipe: 24 183 .8 3 .260 PI� 44 .00 PF 1 .4 3� � 23 .0 0 .0 36 .7 0 .0 7 . 1 120 FTG ---- PE 0 .0 �9 � 23 .0 O .O 35 .3 0 .0 0 .032 TL 44 .00 �V 0 .3 Pi j e: 25 183 .8 3 .260 PL 6 .00 PF 0 .?_ 39 ; 23 .0 0 .0 35 .3 0 .0 7 . ]. 120 F7G ---- P� p .p Q0 � 23 .0 0 .0 35 .2 0 .0 0 .032 TL 6 .00 PV 0 .3 Pipe : 26 117 .8 3 .260 PL 10 .00 PF 0 . 1 �� 23 .0 0 .0 35 .2 0 .0 4 ,5 120 FTG ---- PE 0 .0 41 23 .0 0 .0 35 .0 0 .0 0 .014 TL 10 .00 PU 0 .1 � � - I , i J � , � i, �PRINKLER SYS'TEM HYDRAULIC ANALY�IS � P�gc 5 JOB TITLE : PASCO MEDICAL CENTER OUTPATIENT SURGURY DESTGN AREA 4 f�IPE , DATA ( cont . ) f'IPE TAG Q( GPM ) DIA( IN ) LENG7H PRFS� . END ELEV . NOZ . PT QI�C . VEL( FPS ) HW( C ) ( FT ) �UM . NOC�ES ( FT ) ( K ) ( PSI ) ( CPM ) F .L_ ./FT ( PSI ) �f�ip� � 27 -50 .9 3 .260 PL �,2 .00 PF 0 .0 41 � 23 .0 0 .0 35 ,0 0 .0 2 .0 120 FTG ---- PE 0 .0 42 23 .0 0 .0 35 .1 0 .0 0 .003 TL 12 .00 PV 0 .0 � II Pipe� 28 -219 .6 3 .260 PL 12 .00 PF 0 .5 42_ 23 .0 0 .0 35 .1 0 .0 t3 .4 120 FTG ---- PE 0 .0 �3 � 23 .0 0 .0 35 .6 0 .0 0 .044 TL 12 .00 PV 0 .5 �, ;Pipe: 29 -389 .7 3 .26Q PL 5 .50 PF 1 .7 i 43 ; 23 .0 0 .0 35 .6 0 .0 15 ,0 120 FTC E PE 0 .0 4 4 ' 23 .0 0 .0 37 .3 0 .0 0 .126 TL 13 .50 PV 1. ,5 IPipe : 30 -389 .7 3 .260 PL 75 .50 PF 11 .7 44 ', 23 .0 0 .0 37 .3 0 ,0 15 .0 120 �'(G T PE 0 .0 45 � 23 .0 0 .0 49 .0 0 .0 0 . 126 TL 92 .50 PV 1 .5 Pipe= 31 -183 .8 3 .260 f�L_ 1?3 .00 PF 5 .4 35 � 23 .0 0 .0 37 .5 0 ,0 7 . 1 120 FTG 2E2T PE 0 .0 45 ' 23 .0 0 .0 43 .0 0 .0 0 .032 TL 173 .00 P� � .? , Pipe: 32 -183 .8 3 .260 PL 111 .00 PF � .0 46 23 .0 0 .0 43 .0 0 .0 7 .1 120 FTG T PE 0 .0 , Q7 '; 23 .0 0 .0 47 .0 0 .0 0 .032 TL 128 .00 f�V 0 .3 , i ' Pipe= 33 -183 .8 3 .260 PL 46 .50 PF 2 .0 47 � 23 .0 0 .0 47 .0 0 .0 7 . 1 120 FTG T PE G .G 45 � 23 .0 0 .0 49 .0 0 .0 0 .032 TL 63 .50 PV 0 .3 Pipe � 34 -573 .5 3 .260 PL 23 .00 PF 10 .3 45 '� 23 .0 0 .0 49 .0 0 .0 22 .0 120 FTG T PE 0 .0 48 23 .0 0 .0 59 .3 0 .0 0 .259 TL 40 .00 PV 3 .3 Pipe: 35 -573 .5 3 .260 PL 7 .00 PF t3 .5 48 23 .0 0�.0 59 .3 0 .0 22 .0 120 FTG ETG PE 0 .0 49 � � 23 .0 H .S . 67 .9 250 .0 0 .259 TL 33 .00 PV 3 .3 Pipe� 36 -823 .5 � .260 PL 1 .00 PF 2 .9 49 23 .0 H .S . 67 .9 250 .0 18 .5 120 FTG � T PE 0 .4 O 24 .0 0 .0 70 .3 0 .0 0 . 137 TL 21 .00 PV 2 .3 ' Fipe� 37 -823 .5 4 .260 PL 1 .00 PF 2 .9 0 � 24 .0 O .0 70 .3 0 .0 18 .5 120 FTG 7 PE 0 .0 N 24 .0 0 .0 73 .2 0 .0 0 . 137 TL 21 .00 PV 2 .3 Ripe � 38 -823 .5 4 .260 PL 33 .00 PF 7 .5 N , 24 .0 0 .0 73 .2 0 .0 18 .5 120 FTG TG PE 0 .0 M ; 24 .0 0 .0 80 .7 0 .0 0 , 137 7L 55 .00 PV 2 .3 ' Pipe� 39 -823 .5 6 .357 PL 35 .00 Pf= J. .3 M ' 24 .0 0 .0 84 .7 0 .0 8 .3 120 FTG 7 PE 0 .0 H 24 .0 0 .0 82. .0 0 .0 0 .020 TL 65 .00 PV 0 .5 • � e SPRIN{<LER SY5TEM HYDRAULIC ANALYSIS . Pa`ge 6 .708 TITLE : PASCO �EDZCAL CENTEft OUTPATIENT SURGURY QES7GN ���P� 4. �='IPE DATF� ( cont . ) 1='IPE TAG Q( GPM ) DIA( IN ) LENGTH PRESS . END ELEV . NOZ . PT DISC . VEL( FP5 ) HLJ( C ) ( FT ) SUM . NOC�ES ( FT ) ( K ) ( PSI ) ( GPh1 ) F .L ./F1' ( PSI ) Pipe: 40 -823 .5 6 ,357 PL 169 .00 PF � .� }-I 24 .0 0 .0 �32 .0 0 .0 8 .3 120 FTG 3E7G PE 0 .0 G 24 .0 0 .0 86 .8 0 .0 0 .020 TL 244 .00 PV 0 .5 Pipe : 41 -823 .�� 6 .=j57 PL 32 ,50 PF 1 .2 G 24 .0 0 .0 86 .�3 0 .0 8 .3 120 FTG 1" PE � ,5 C: 9 .0 O .0 94 .5 0 .0 O .Q20 TL 62 ,50 PV 0 .5 Pipe : 42 -£323 .5 8 .071 PL 132 _00 PF 0 .^0 C 9 .0 O .0 94 .5 0 .0 5 .2 120 FTG ---- pE 3 .0 A 2 .0 0 _0 98 .3 0 .0 0 ,006 TL 13?_ .00 PV 0 .2 Pip� : 43 -823 .5 8 .071 PL 10 .00 PF 0 .5 A 2 .0 O .Q 98 .3 0 .0 5 .2 120 FTG FCG PE 0 .0 DI��CH 2 .0 0 .0 98 .8 0 .0 O .Q06 TL 77 .00 PV 0 .2 Pipe : �f_4 FIRE PUMP Rating : 15Q0 .0 gpm t� 100 .0 psi SUCT 2 .0 0 .0 13 . 1 0 .0 Avail . : 823 .7 gpm G 100 .0 psi DISCH 2 .0 0 .0 98 .8 0 .0 Req 'd . = 823 .7 gpm c? 85 .7 psi Pip� : 45 -�s23 .5 a .071 PL 10 .00 PF 0 .2 • SUCT 2 .0 0 .0 13 . 1 0 .0 5 .2 120 FTG EG PE 2 .2 BASE -3 .0 0 .0 15 .5 0 .0 0 .006 TL 32 .00 PV 0 .2 Pipe : 46 -823 :5 8 .071 PL 4Q .00 PF 0 .6 BASE -3 ,0 0 .0 15 .5 0 .0 5 .2 140 FTG E3LG PE 1 .9 BF-0 1 .5 0 .0 14 .1 0 .0 0 .005 TL 121 . 13 PV 0 .2 Pipe : 47 FIY,ED PRESSURE LOSS DEVICF BF-I 1 .5 0 .0 19 . 1 0 .0 5 .0 psi , �323 .5 gprn E�F=O 1 .5 0 .0 14 . 1 0 .0 Pipz : �8 -823 .5 8 .071 PL 90 .00 PF 0 .9 BF-I 1 .5 0 .0 19 . 1 0 .0 5 .2 1�40 F7G T3L2C PF_ 0 .0 CITY' ' 1 .5 SRCE 20 .0 ( N/A ) 0 ,005 TL 199 .06 PV 0 .2 NOTES� ( 1 ) Calculations were performed by the HASS 5 .6 .0 comPuter program under license no . 428L203 granted by HRS Systems , Inc . � 2193 Ranchwood Dr . , N .E . � Atlanta , GA 303�45 ( 2 ) The system has been balanced to provide an average imbalance at each noda of 0 .006 gpm �nd a maximum imbalanc� at any node of 0 . 147 �:�pm . ( 31 V�locity pressures are printed for information only , ancl are not used in b�lancing the system . Maximum watEr velocity is 22 .0 ft/sec at pip� 35 . . ` . � ��PRINKLER SYSTEM� HYDRAULIC ANALYSIS . �'a�e 7 JOB TITLE : PA5C0 MEDICRL CENTER OUTPATIENT SU�GURY DESIGN ARE� 4 ( 4 ) PIPE FITTINGS TAFs�E Pipe Table Narne : STANDARD .PIF' PF'1GE � A MATER:[AL � S40 HWC: 120 Uiameter Equivalent Fitting Lengths in Fec-�t ( in ) E T L C B G A D E11 7ee I�nc�Ell ChkVlv BfyVlv G�tl�lv A1mChk DPUlv 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 .h10 4 .00 £� .00 2 .00 9 .00 6 .00 1 .00 10 .00 10 .00 i 2 .0�7 5 .00 10 .00 3 .00 11 .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 , : . . �PRINKLER SYS`fEM� H�YDRAULIC ANAI YSIS , f��a�1e� £3 JOB TITLF_ = PASCO MEDICAL CENTER OUTPATZENT SURGURY DESZGN AREA � L�IATER SUpPLY CURVE 60+ � - � � 55+ � i 50-r , =�\\\\ 45+ \\\\ � i \\\\ � � O\\\ � \\\\ P 40+ * <-40 .0 psi @ 1095 gpm �� i Flow Test Point E ; S ' - S 35-r �� � � R ; E ; 30+ C ' � P ; � � I 25-+- ' ) ' � 20+ x � 15+ � . � � � � ------------------------------ , ------------------------------ 10+ LEGENQ " � „ � ; X = Required Water Supply " i 20 .00 psi � 823 .5 gpm " 5+ �� ; 0 = Avdilable Water Supply " ; �2 .46 psi � 823 .5 gpm " � �� 0++-�+----+----•►------+------+---------►---------+---------+------------r 400 600 800 1000 1200 1400 1600 1800 ?000 FLOW ( GPM ) , � � � l i' . i � ' F-IYDRAULIC CALCULATIONS . FOR - -_ - - -' - _ �; - - EAST Pr'�SCO MEL�ICAL CENTER ___ = - - - OUTPATIEN7 SURGUI;Y DESIGN AREA r� � � -� _ � ___ � - � r � ZEPHYRHILLS , FLORIDA � � CONTRACT N0 = .;� DATE : 04-03-93 DESIGN DATA : OCCUPANCY CLASSIFICATION= ORDINARY HAZA�D LOADING DOCK DENSI7Y � .2_0 GPM / SQ . F7 _ ' AREA OF I�PPLICA7ION= ENTIRE AREA � MAXIMUM COVERAGE PER SPRINKLFR= 130 SQ . FT . ACTUAL COVERAGE PER SPRINKLER: 130 SQ . FT , NUMBER OF SPRINKLERS CALCULATED� 14 HEADS TOTAL WATER REQUIRED AT SOURCE= 642 GPM 20 PSI NANIE OF ENGINEER OF RECORD � PENINSULA ENGINEERING , INC . � 1833 EDGEWATER DRIVE ' ORLANDO , FLORIDA 3280�E NAME OF DESIGNER HARVEY WILCOX F�UTHORITY HAVTNG JURISDICTION HRS OF FLORIDA HYDRAULIC PL�,CARD INFORMATTQN L_OCATTON DESIGN AREA �� �JO . OF SPRINKLERS� 14 HEAD� , EASIS OF DESIGN= C�EN�ITY : .20 GP�•1 / �C� . F7 . DFSTGNED AF2EA OF DEMAND = ENTI�E ARF�� �YSTFM DEMAND= CIPM DISCHARGF �T PUMP DISCf-IARGE : 6�2 .:i GPNI PSI f�EC�l1.IftE"b AT PUMP DISCHARCE = LO L .? PST �.� ." _ � SPRINKLER SYSTEM HYDRAULIC ANALYSIS � Page 1 D�te : 04/03/93 PASCODRS JOB TITLF: PASCO MEDICAL CENTER OUTPATIENT SURGURY DESICN AREA 5 WiaTER SUPP[�Y DATA S �URCE STATIC RESID . FLOW AVAIL . TOTAL REQ 'D IJODE PRESS . PRESS . � PRESS . � DEMAND PR(=SS . TAG ( PST ) ( PSI ) ( GPM ) ( PSI ) ( GPM ) ( PSI ) ' CITY , 46 .0 40 .0 1095 .0 43 .8 642 .3 20 .0 AGGREGATE FLOW ANALYSIS � TOTAL FLOW AT SOURCE 64?_ .3 �F=�h�l TOTAL HOSE STREF�M ALLOWANCE AT SOURCE O .d GPh1 OTHER HOSE STREAM ALLOWANCE�� 250 .0 GPP1 TOTAL DISGHARGE FROM ACTIVE SPRSNKLERS 392 .3 GPM NODE ANRLYS7S DATA i NODF_ TAG ELEVATION NODE TYPE PRESSURE DISCHARGE � FT � ( P5I ) ( GPM ) 1 22 .0 K= 5 .60 21 .6 2u .0 2 22 .0 K= 5 .60 23 .7 27 .2 j 22 .0 K= 5 .60 21 .7 26 .1 � 22 .0 K= 5 .60 23 .8 27 .3 -`' 22 .0 K= 5 .60 22 .0 26 .3 6 22 .0 K= 5 .60 24 .2 27 .5 7 22 .0 K= 5 .60 22 .7 26 ,7 g 22 .0 K= 5 .60 25 .0 28 .0 `� 22 .0 K= 5 .60 24 .0 27 .4 10 22 .0 K= 5 .60 26 .4 28 .7 11 ' 22 .0 K= 5 .60 26 .0 1� 22 .0 28 .5 K= 5 .b0 28 .5 �g ,g 13 22 .0 K= 5 ,60 ?9 ,g 30 .6 1� 22 -0 K= 5 .b0 32 .7 32 .0 15 23 .0 - - - - 16 ?3 .0 _ _ _ _ 25 . 1 - - - 17 25 .2 - - - 23 .0 - - - - 25 .7 1 t3 ' 23 .0 - - - - 26 .5 - - - 19 23 .0 - - - - ?_8 .0 ' - - �� 23 .0 -- - - - ^ , 1 30 .3 -' 23 .0 - - - - 35 . 1 _ _ ?� 23 .0 - - - - 34 .�3 - _ �-'j 23 .0 - - - - 45 .2 - - 35 ?3 .� - - - - h2 .0 - - - �b 23 .0 - - - - - - - 61 .8 37 � ?3 .0 - - - - 6]. .7 _ - - �_t�� 23 .0 - - - - _ 3n 23 .0 _ _ _ _ E'1 'S - - - 10 23 .0 - - - - h0 '7 - - - �1. 23 .0 _ _ _ _ 61 .0 - - - 61 .h �,? 23 .0 - - - - �,? .3 - - � �:3 23 .0 - - - - � 62 .9 - - 4-1 ?;� .p � ��' 23 .0 - - - _ 63 .7 - _ _ 68 .9 - - - , � SPRINKL.ER SYST'EM �HYDRAULIC ANALYSIS : Pag� 2 JOB TTTLE: PASCO MEDICAL CEN7ER OUTPATIENT SURGURY DESIGN AREA 5 IyODE �fAG ELEVATION NODE TYPE PRESSURE DISCHARGE CFT ) ( PSI ) ( GPM ) � � 23 .0 - - - - �5 .3 - - - 4�' 23 .0 - - - - 67 .7 - - - 48 23 .0 - - - - 7� .O - - - �9 23 .0 HOSE STREAM 78 .3 250 .0 U 24 .0 - - - - 79 .7 - - - N 24 .0 - - - - " 81 .5 - - - NI 24 .0 - - - - 86 .2 - - - H 24 .0 - - - - 87 .0 - _ _ C-i 24 .0 - - - - 90 . 1 - - - � 9 .0 - - - - 97 .3 - - - � 2 .0 - - - - 100 .9 - - - DISCH 2 .0 - - - - 101 .2 - - - SUCT 2 .0 - - - - 13 .7 - - - BASE -3 .0 - - - - 16 .0 - - - BF-O 1 .5 - - - - 14 .4 - - - QF-I 1 .5 - - - - 19 .4 - - - CITY 1 .5 SOURCE 20 .0 642 .3 I s * ♦ � { �PRINK�ER SYST'tt� �MYDR�iULIC ANALY�IS � P�g� 3 Jc�B 7ITLE� PA�CQ MEDICAL CE'NTER CIUTPATIEMT SURGURY DESICN Af;EA 5 �'' [PE C�F�7A �'t�E TAG Q( GPNi ) DIR( IN ) L�NGTH PR��,S . ' Er�Q ���v . �oz . p� n�sc . v��.0 ��s ) �w( c ) ( FT ) st.s� . r�c���s C Fr ) ( K ) C �SI ) E GPM ) � .�. .r��r C Ps� ) ' Pipe � 1 -26 .0 1 .Q49 PL. 1U .Q0 PF 2 . 1 1 22 .p 5 .6 21 .6 26 .0 9 .7 120 FTG ---- PE C7 .0 ` 2 22 .0 5 .6 23 .7 27 .2 0 .211 TL 1Q .�0 PV 0 .6 Pipa= 2 -53 .?_ 1 .�80 PL � .Od PF 1 .9 2 22 .O 5 .6 23 .7 27 .2 12 .4 220 FTG T PF t� .�t 15 23 .Q 0 .Q 25 .1 Q .t� 0 .ZQ9 TL 9 .Ot} �'V � .9 Pipe; 3 -26 .1 1 .049 PL 10 .Q0 PF 2 .1 3 22 .0 5 .6 21 .7 26 .1 9 .7 120 F1'G ---- PE 0 .0 4 22 .Q 5 .6 23 .8 27 .3 0 .212 `fL 10 .Q0 PV 0 .6 Pip�: 4 -53 .4 1 .38t7 PL. 3 .00 PF 1 .9 4 22 .4 5 .6 23 .8 27 ,3 11 .4 22Q FTG T PE 0 .4 16 23 .0 0 .0 25 .2 0 .4 0 .210 T!� 9 .00 PV 0 .9 Pipe: 5 -26 .3 1 ,C?49 PL 10 .OQ PF 2 .� 5 22 .0 .5 .6 22 .0 26 .3 9 .8 12Q FTG ----- PE 0 .0 6 22 .0 5 .6 24 .2 27 .5 Q .215 TL 10 .Q0 �'�J 0 .6 Pipe= b --53 .8 1 .38Q PL 3 .00 PF 1 .9 b 22 .0 5 .6 24 .2 27 .5 11 .5 1.20 FTG T PE � .4 17 23 .4 0 .0 25 .7 0 .0 0 .213 TL 9 .00 P11 t7 .9 � Aipe: 7 -�6 .7 1 .049 PL 14 .40 PF 2 .2 7 22 .0 5 .l_-� 22 .7 26 .7 9 .9 124 FTC ____ PE 0 .0 8 � 22 .0 5 .6 25 .0 28 .0 0 .222 TL 10 .00 PV 0 .7 � Pipe� 8 -54 .7 1 .380 PL 3 .00 F�F 2_ .0 8 22 .4 5 .6 25 .0 28 .0 11 .7 12�7 FTG T PE 0 .4 18 23 .C7 0 .0 ?b .5 0 .0 0 .220 TL 9 .00 PU 0 .9 Pipe � �3 -27 .4 1 .Q�9 PL 14 .QQ PF 2 ,? 9 ?? .0 5 .6 24 .0 27 .4 10 .2 12Q �TC ---- PE Q .0 1�� ' 22 .0 5 .6 26 .4 28 .7 0 .234 T� 10 .00 PV 0 .7 P�pe: 10 -56 .2 1 .380 PL 3 .OQ PF 2 . 1 �.O ?2 .Q � .b 26 .4 28 .7 12 . 1 120 f=TG , `i" RF O .� 19 23 .0 O .O 28 .4 Q .0 0 .231 7L 9 ,00 PV 1 .{� Pipe : 11 --2t3 .5 1 .049 PL 10 .00 PF 2 .S 11 � ?2 .0 5 .6 26 .d 28 .5 10 .6 120 �TG ---- PE O ,0 1� � 22 .f7 5 .6 28 .5 29 .9 0 .251 TL 10 .O�J PV 0 .3 P a.Pe = 12 -58 .4 1 .38� P� 3 .{70 F�F 2 .2 1? ?2 .0 5 .b 28 .5 2_9 .�? 22 .5 12� FTG T PE� C� .� ?�J 23 ,0 0 ,0 30 .3 0 .0 0 .24� 1`L 9 .QO PV 2 . 1 Pipe : 13 --30 .6 1. .049 PL 10 .00 PF :� .`� 2 3 ?2 .0 �� .6 29 .9 30 .E� 1 1 .4 120 FTC ---_-- P� 0 .0 1 � 22 ,4 5 .b 32 .7 3? .0 d ,?_86 TL 1d .OQ P�J Q .'� . .. ,:..-��,..,.e_:,,. .,. .-:. ,. � ..:,;� - .. .... � .-�y..,.. .__ ..,: __....-.._..__. _._ ` :._ ..�: :_ .:..' , -• - : .. . ; -,. ,.,.,.... .: _ ..- ., .. _ . �_,�._...,.. .,.�.. _ _._._ .. _ . . ...�..: . � r---- ...r�_„__..� . . • . _..�... ..,...�.�... -,�..__ s� _.�.; "'� ur.� , . • . , _, ��.'�-, '.� . },- - ' -- . �- , . , , � ; ` � , SRRINKLER, SYS'FEM ' H'YDRAULIC A,NALYSIS , , Pa�e 4 J��B TITLE� RASCO; MEDICA� CENTER OUTPATIENT SURGURY DESIGN AREA 5 ' P IPE DAT� ( co�t .' ) , ' � 'r PIPE TAG � � Q( GPM ) DIA( IN ) LENGTH PRESS . � END � �L�U . NOZ . PT � DISC . VFL( FPS ) HW( C ) ( FT ) SUM . NODES � � ( F7 ).'�:_ ( K ) � ( PSI ) ( GPM ) F .L ./F7 ( PSI ) .F . . .t ' , Pipe� 14'.�,;�= ;` , -62 ,6 1 .380 PL 3 .00 PF 2 .5 � ', 14 � � ' 22 .0 5 .6 32 .7 32 .0 13 .4 120 FTG T PE 0 .4 ' , ' 22. � , ' 23 .,n � 0 .0, 34 .� . 0 .Q 0 .283 TL. 9 .00 PV 1 .2 � ` c I P,ipe , 151 ,' '_� ,. 1 I' � ,, i� " _53 .2 2 .635 PL 13 .00 P� 0 . 1 ' � 15 23.A � 0 .O 25 . 1 ; 0 .0 3 .1 120 FTG ---- PE 0 .0 � � . 16 � 23 ,Q � 0 .�0 ''� .2b .2 0 .0 0 .009 TL 13 .00 PV U . 1 , �.F?.ipe 16'I � ' " ` �� :� , I. ' -106 .6 2 .635 PL 12 .75 PF 0 .4 I �'° � �,;� , � ' � 16 � : � ,. , 23.!.,Q-•�" ' 0 .0 � �25 .2 � 0 .O 6 ,3 120 FTG ---- PE 0 .0 � ' ��; �.7� '�, ' ' 23`:.0. Q .0 �� �25 .7 Q .0 0 .432 TL 12 .75 PV 0 .3 � `�� :i� i?�: , �'', , 'I:.,`:, ;' ' ; . � ;,,' �,'•��;� � ' `, _ � ' - , ,i; +� r. ;, �� . ' `�' ;'ry!'� � ;�tk �, . ',, � , � � �`i � , ,:•�'`-' , - '' ; ' , - ' � -160 ,4 2 635 PL 12 .50 PF 0 .9 i ., .R�.p� 1�7'� �� � 4; � •;��. �� - � .,s 17� � ' ' �: , 23'�.0 0.,.0' �''=25 7 0�.0 9 .4 120 FTG ---- PE 0 .0 ' . .i � :;i'18 , �`. '�;23 ,_f?�'!� �� , 0'.0' ��;� �26 6' ; 0 0 0 .069 TL 12 .50 PV 0 .6 : � , � � ��� , ,� - - � ,I � . 'ii ; � • � , , a:; '`: _ . ._ , - hF t � Pip�: 18 ',� ' ' ' -215 . 1 2 .635 PL 12 .50 PF 1 .5 18 � �+ 23 .0 0•.0 26 .5 0 .0 12 .7 120 FTG ---- PE p .0 19 23 .0 0 .0 28 .0 0 .0 0 . 119 TL 12 .50 P�J 1 , 1 Pipe: 19 -271 .3 2 .6:j5 PL 12 .50 PF 2 .3 19 23 .0 0 .0 28 .0 0 ,0 16 .0 120 FTG ---- PE 0 .0 ' 20 23 .0 0 .0 :j0 .3 0 ,0 0 . 1£32 TL 12 .50 PV 1 .7 Pipe: 20 -329 .7 2 .635 PL 6 .25 Pf= 4 .8 20 23 .0 0 .0 30 .3 0 .0 19 .4 120 FTG 7 FE 0 .0 21 23 .0 O .0 35 . 1 0 .0 0 .2_62 TL 18 .25 PV ?_ .5 Pipe : 21 -62 .6 2 .635 PL 6 .25 PF 0 .2 ?2 23 .Q 0 .0 34 .8 0 .0 3 .7 120 FTG T PC 0 .0 w'1 23 .0 0 .0 35 . 1 0 .0 0 .012 TL 18 .25 PV 0 .1 Pipe � 22 -392 .3 2 .635 PL 1b .00 PF 10 .1 %1 23 .0 0 .0 35 . 1 0 .0 23 .1 120 FTG T PF 0 .0 23 ' 2.3 ,0 0 .O �5 .� 0 .0 0 .361 Z'L 28 .00 PV 3 .6 Pipe : 23 -392 .3 3 .260 PL 70 .00 PF 15 .5 �3 23 .0 0 .O �+5 .2 0 .O 15 . �. 120 F7G 2E?_TC� PE 0 .O 39 23 .0 0 .0 60 .7 0 .0 0 . 1?8 TL 121 .00 PV 1 .6 I�.i �z � ?4 1�+0 . 1 3 .260 Pl_ 8 .00 �F U .,"� 35 23 .0 0 ,0 62 .0 0 .0 5 .4 120 FTG ---- PE 0 _0 36 23 .0 0 .0 61 .8 0 .0 0 .019 TL_ 8 .00 PV 0 .2 Pipe : 25 140 . 1 3 .260 PL 7 .00 PF 0 . 1 36 23 .0 0 .0 61 .8 0 .0 5 .� 120 FTG ---- PE 0 .0 �.7 ?3 .C� 0 .0 61 .7 0 .0 0 .G19 Tl_ 7 .00 PV 0 .2 p1P� � ?�� 140 . 1 3 _260 Pl_ 9 .50 PF 0 .2 �7 %3 .0 0 .0 61 .7 0 .0 5 .�4 120 FTG ---- f'E 0 _G '�8 23 .0 O .O 61 .5 0 .0 0 ,019 TL 9 . 50 PV 0 _2 � ' _ ,i _ ,..... � ... _ ,. , -' _ -- � • i� tij � � � SPRINKLER SYST6M WY�bRAULIC ANALYSIS Page 5 � � JOE3 7ITLE: PASCO MEDICAL CENTER OU7PATIENT SURGURY DESIGN AREA 5 _ F'IPE DATA ( cont . ) , PIPE TAG Q( GPM ) DIA( IN ) LENGTH PRESS . END ELFV . NOZ . PT DISC . VEL( FPS ) HW( G ) ( FT ) SUM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L .�FT ( PSI ) � P�i pe: 27 140 . 1 3 ,260 PL 44 .00 PF 0 .£3 �8� 23 .0 0 .0 61 .5 0 .0 5 ,4 120 FTG ---- PE 0 .0 3 9� , 23 .0 0 .0 60 .7 0 .0 0 .019 TL 44 .00 PV 0 .2 P'ipe : 28 -252 .2 3 .2G0 PL 6 .00 PF 0 .3 39 � 23 .0 0 .0 b0 .7 0 .0 9 .7 120 F7G ---- PE O ,p 40 23 .0 0 .0 61 .0 0 .0 0 .057 7L 6 .00 PV 0 .6 Pipe: 29 -252 .2 3 .260 PL 10 .00 PF 0 .6 40' 23 .0 0 .0 61 .0 0 ,0 9 .7 120 FTG ---- PE 0 .0 41I � 23 .0 0 .0 61 .6 0 .0 0 .057 TL 10 .00 PV O .h I ,� P�1 Pe' .�0 -252 .2 3 .260 PL 12 .00 PF 0 .7 41I I 23 .0 0 .0 61 ,6 0 .0 9 .7 120 FTG ---- PE 0 .0 42I f 23 .0 0 .0 62 .3 O .Q 0 .057 TL 12 .00 PV 0 .6 ', , � „ P,ipe : 31 -2b2 .2 3 .260 PL 12 .00 PF 0 .7 4' 23 .0 0 .0 62 .3 0. .0 9 .7 120 FTG ---- PE p ,0 43 23 .0 0 .0 62 .9 0 .0 0 .057 TL 12 .00 PV 0 .6 Pipe: 32 -252 .2 3 .260 PL 5 ,50 PF 0 .8 �+3 23 .0 0 .0 62 .9 0 .0 9 .7 120 FTG E PE 0 ,0 �4� � 23 .0 0 .0 63 .7 0 .0 0 .057 TL 13 .50 PV 0 .6 � i Pipe : 33 -252 .2 3 .260 PL 75 .50 PF . 5 .2 �E4' 23 .0 0 .0 63 .7 0 .0 9 .7 120 FTG 7 PE 0 .0 ��� 23 .0 0 .0 68 ,9 0 .0 0 .057 TL 92 .50 PV 0 .6 , i � Pipe: 34 -140 . 1 3 .260 PL 123 .00 PF 3 .3 35� � 23 .0 0 .0 62 .0 0 .0 5 .4 120 FTG 2E2T P� 0 .0 �+6 � 23 .0 0 .0 65 .3 0 .0 0 .019 TL 173 .00 PV 0 .2 Pipe : 35 -140 . 1 3 .260 PL 111 .00 PF 2 .4 46 23 .0 0 .0 65 .3 0 .0 5 .4 120 FTG T PE 0 .0 , 47 ' 23 .0 0 .0 67 .7 0 .0 0 .019 TL 128 .00 PV 0 .2 Pipe: 36 -140 .1 3 .260 PL 46 .50 PF 1 .2 47 23 .0 0 .0 67 .7 O .O 5 .4 120 FTG T PE 0 .0 �5 , 23 .0 0 .0 68 .9 0 .0 0 .019 TL 63 .50 PV 0 .2 , � Pipe : 37 -392 .3 3 .2h0 PL_ 23 ,00 PF 5 . 1 45, � 23 .0 O .0 68 .9 0 .0 15 . 1 120 FTG T PE 0 .0 �E8, I 23 .0 0 .0 7� .0 0 .0 0 .128 TL. 40 .00 PV 1 .5 � ; Ripe: 38 -392 .3 3 .260 PL 7 .00 PF 4 .2 °'�� 23 .0 0 .0 74 .0 0 .0 15 . 1 ].20 FTG ETG PE 0 .0 ��" 23 .0 H .S . 78 .3 2E�0 .0 0 . 12�3 T� 33 ,00 PV 1 .5 Pipe: 39 -6�E2 .3 4 .2b0 PL 1 .00 PF 1 .8 �`� ?3 .0 H .S . 78 .3 250 .0 14 .5 120 FTG T PE 0 .4 � 24 .0 0 .0 79 .7 Q .0 O .qF�7 7L 21 .00 PV 1 .4 . f , ' . . • ' � � � �PFINKLER SYST'cN1 �Hl'DRAUI_IC ANALYSIS , P�.�tc�e 6 � JC,B TTTLE : PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 5 F'� PF DATA ( cont . ) F'': PE TAG � Q( GPM ) DIA( IN ) LENGTH PRES., . END ELEV , NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUM . NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PSI ) Pipe : 40 -642 .3 4 .2b0 PL 1 .00 PF 1 .� 0 ' 24 ,0 0 .0 79 .7 0 ,0 14 .5 120 F7G T PE 0 .0 N 24 .0 ' 0 .0 81 .5 0 .0 0 .087 TL 21 .00 PU 1 .4 Pipe = 41 -642 .3 4 .260 PL 33 .00 PF 4 .8 I N 24 .0 0 .0 81 .5 0 .0 14 .5 120 FTG TG PE Q .0 P'I 24 .0 0 .0 E36 ,2 0 .0 0 .087 TL 55 .00 PV 1 .4 Pipe= 42 -642 .3 6 .357 PL 35 .00 PF 0 .8 M 24 .0 0 .0 86 .2 0 .0 6 .5 120 FTG T PE 0 ,0 H 24 .0 0 .0 87 .0 0 .0 0 .012 TL 65 .00 PV 0 .3 � Pip�: �3 -642 .3 6 .357 PL 169 .00 PF 3 .0 H 24 .0 0 .0 87 .0 0 .0 6 .5 120 FTG 3ETG PE 0 .0 G , 24 .0 0 .0 90 . 1 0 ,0 0 .012 TL 244 .00 PV 0 .3 Pipe : 44 -642 .3 6 .357 PL 32 .50 Pf= 0 .8 G 24 .0 O .0 90 . 1 0 .0 6 ,5 120 FTG T PE 6 .5 C 9 .0 0 .0 97 .3 0 .0 0 .012 TL 62 .50 PV 0 .3 Pip�� 45 -642 .3 8 .071 Pl_ 132 .00 PF 0 .5 . C 9 .0 0 .0 97 .3 0 .0 4 .0 120 FTG ---- PE 3 .0 , A 2 .0 0 .0 100 .9 0 .0 0 .00� TL 132 .00 PV 0 . 1 Pipe : 46 -642 .3 8 .071 PL 10 .00 PF 0 .3 A 2 .0 0 .0 100 ,9 0 .0 4 .0 120 FTG ECG PE 0 .0 DISCH 2 .0 0 .0 101 .2 0 .0 0 .004 TL 77 .00 AV 0 . 1 ' Pipe : 47 FIRE PUMP Rating : 1500 .0 gpm @ 100 .0 psi SUCT 2 .0 0 .0 13 .7 0 .0 Avail . : 642 .4 gpm � 100 .0 p�i DISCH 2 .0 0 .0 101 .2 0 .0 Req 'd . : 642 ,4 gpm C �57 .4 psi Pi{�e : 48 -642 .3 8 .071 PL 10 .00 PF 0 . 1 SUCT 2 .0 0 .0 13 .7 0 .0 4 .0 120 FTG EC-i PE 2 .2 BASE ' -3 .0 0 .0 16 .0 0 .0 0 .004 TL 32 .00 PV 0 . 1 Pipe : 49 -642 .3 8 .071 PL 40 .00 PF 0 ,4 E�ASE -3 .0 0 .0 16 .0 O .O 4 .0 140 FTG E3LG PE 1 .9 QF-0 , 1 .5 0 .0 14 .4 O .0 0 .003 TL 121 .13 PV n . 1 Pipe � 50 FIXED PRESSURE LOSS DEVICE BF-I ; 1 .5 O .0 19 .4 0 .0 5 .0 psi , 642 .3 c�pm QF-0 � 1 .5 O .0 1�4 .4 O .0 p�P�' �1 -642 .3 8 ,071 PL 90 .00 PF 0 .6 BF-I 1 .5 0 .0 19 .4 0 .0 4 .0 140 FTG T3�2G PF O .O CITY 1 .5 SRCE 20 .0 ( N/A ) 0 .003 TL 199 .06 PV 0 ,1 t s`� 2 � F �,F'kl:l`df:LEf1 �'�YSTE=�'! '�HYnRAUI_7C rtt*I�LY�IS F';icy�` � � J�L3 TIT�EW PASCO MEDICAL C�NT�R QUTP�;TIENT SU�GURY bESIGN A�:EA 5 NC�TES= ( 1 ) C�lculatzc�ns w�re per`Form�cl �y tl��� N�aS 5 .b .0 ccamput�r pre�g��arn u��d�r license no . 4�bL?43 �r�nt�:d t�y HR� �>yst�n�s , I nc . 2193 R�nchwc�c�d Or . , N .� . ( i F�t.l�i'i t;; , G��a ^0 3 4�� ( 2 ) Th� 5yst�m has �eei7 balanc<�d to provic�e a�� �v�=r�a� imk�al��nce at 4.ach node c�f 0 .004 �Pm �nd a rn.:�� i rn�.trn in�b�l�7�e� at anY nc�c�e of O .�J91 �Pm . ( � ) L�e:locity pre.v�ure�� �re printwd for informa�i.or� ��nly , ar��i ar� not �:ved %n k�alancing th� �ystem , M.�ximum G�at��- velc�cii�.y .is 23 .1 ft;see at pi�� 22 . C 4 ) �z�� �rY�rxr�cs rr��R._� Pipe Tab1e Name= �TANDA�D .PIP F't�GE � A MATERIAL� 540 NIJC : 1?L? C�ian�Fter �quiv�lent F'itt.ing t�.encths in F'eet ( in ) E T � C B G A D Ell Tee Lnc�Ell. Ghkulv E?fyV1v Gatt�lu AlmChk DP'•Jlv ' �. .o�� 2 .aa � .00 ? .00 � .oa � .00 a. .00 �o .oa 10 .00 � ,:��c� :� .00 � .00 � .00 � .o� � .00 � .04 1� .0o ic� .00 8 .071 18 .00 35 .00 13 .04 �5 .d0 12 .OQ 4 ,Oa 3� .00 �7 .Q� , j I �L � � ' - �� - �, a f �t. u• r �- tU � I I I `�l �I /. . � , ?, i 1 4 � :�PRINKLER SYS«Eh'�� �-�1'DRAULIC AN��YSIS Pa�e 8 r �� � JOQ TITLE � PA5C0 MEDIt;AL C�NTER OUTPATIEN7 SURGURY DESIGN AREA 5 IJaTER SUPPLY CUhVE 60i- i i _ i 5 5-+- � � � � � 50-�- �� , 'y:\\\\ 45+ ���� � 0\\\\ � \\\\ i \\\\ P 40�+- * <-40 .0 psi � 1095 �pn�� � � Flow Test Point E ; c i - i S 3 51- U ; R ; . E � 30+ C ' � P i c i � I 2 5�F ) ' � � 20+ X � � 15-+- . � � ' -------------------------- , --------------------------==-- 10+ LEGEND " � „ � ; X = Required W�ter 5upply " ; 20 .00 ps i C� E,42 .3 gPm �� 5-�- �� � � = Availak�le 6J��t:F-.r Supply �� � ; 43 .76 psi � 642 .3 gpm " ' � �� O++-t---t----t-----t------i---------+--------+_________+______._------+ 400 600 800 1000 1200 1400 1E.00 1800 �000 FLOW ( GPIH ) � I � - \ 1 � � \ - ! �Y . � p � t � � '�- .�i J I �, i �