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HomeMy WebLinkAboutDoc100920-002 Sep OS 10 09: 40a Jessie R�yes 303-933-5904 p. 3 Nydraulics Summary Sheet BFPE oasigner: .TR P.O.BOX 'I068 WCSTfVilf�lSTER, COl_O 80036-1068 ca�c ey: .TR Dat�: 8i18i 010 Project Inforrnation Hydr ulics inf rmotion ALLEW RESiDEPICE 92� FdIRWAY DRNF_ Dernand.. VAIL, COLORADO Spr Req'd ras: 56.82 PSI Spr Req'd low: 9°.89 GPM Add'I lows: 0.00 6PM Huss at rce: 0.00 GpM Cona'art No: B�ildir��: HOUSE Total Flow: 48.59 GPM Tntoi Pras 58.82 P„I Syst�m ID: UPGER �EVEL Statia Elev: 0.00 F1 P.ef. Drawinq PJo: Supply... con=_<ruccic�n: coneusTle�E Water� Fiow Test Occupancy; RESIOENCE tatic: 72.OG PSI Authorlty: NFPR 13R Re idual: 9c�.OD PSI Q'y FI wing: 855.00 GPfi `- — - Elev tlon: O.OD Ft s�/St@fYl Informai�ion Sys+am Typa: 41ET Dote:8i6 2010 ?ime:_ By: RLLI �NCE Hydraulics Design Criterio Purnp Data Density: 1.6 GPhI iSqFt Rated: CNA GSIC� (NR) GPPI Remote Area: 3HDS SqFt Buost Pres: UVfi) PSI Sprinkler Coverar�e: 1tix1E SqFt Discharge res <hlfi) PSI Design Standard: NFPA 13R Uischarge Plom': (NA) GPM Hozard: Combt ed Fiyure: Cw'vr: tatic: <Nf-1J RSI Re idual: <PJR> PSI Sprinklers / lyo��les �� . 4ty Fi wing: CNA7 sPn b Manufacturer: TYCO � �� Model: LFII '�� ��` �,." :, d.vailable. . �, ,g�� Size: Ii2 t; /Sj� �' � i P) 71. 8 PSI� 48.99 GPM i; ! K-F�etor. 4.`L � ,, �'}'�'ja y F) 58.8 PSIL 618.69 GP11 Temperature Ro}inc�: ��� � ;�;�� �'� �� � `�,"� h� �' b/IaY�'JiYi... `'' � Pre sure: 13.Q5 PSI �i �� � Piow: 5ti9.S0 6FM ( �� ` SicJmc� DYn7n-iics Corporr�tion ����— ` � � conr�ri�nr t§92, ae ur�nr. Reserved 77 O H7•droulics � �..-- �__—�— — —. _ —_i Sep O1 10 09: 39a Jessie Reyes 303-933-5904 p. 2 m � 0 L Z � 2 .-.� a cn o L Q(7 N � � a V � N� � a �� a E v � �; o w tn \ •C � � pl in c u a � � ' � -- a � L� �1 N N � a�. a a o >. o °o O • C]_ �i m o I� — — a v ^ 3 � � � o L � � o � ',�, o m � m � � 0 m m m = 5' nai� J � � .____ Z W J } J a � o � _ _ " _ _ _ �� 3 L i° � N O _ _ � '_ � � � r � n a` a � � � O G p — — O O p � O O (� n � r'J — G u� � a — — ---- � W a r, U �n �n 2 � -- -- — — - � O '"— ° W U -p � C ,.� V � ___.._._ - . _____'- — � — O D m Ul � ,a � a. W Q a � < o u CY 7 - -_ o N n� � >- v r fO C� o � Z Q . _ _ v_ ;o N �n W Q - - ---- - - — C� a, � n, -� � -- " u o � �� O � J t� �v -«- C .... � UI N .. .`� 6� ru L U� in . _ __ .♦ . Q __ __r_ �' ',` a Z� Q O -- + - Ul cn <r = F- ¢l o LLl o ln o L7 0 �!n b U7 p l�7 �J Ln o u'i o Ifl o tn o � �.n o w cv o o m m S m � r.. �o � in �n v r r� n � rv .-. -� (ISd) a.inssa id Hug Id lU U�: ��p �essie Keyes �UJ-S��-SSU4 p. a � SUBMITTAL SERTAL N0: 2016HY1 OS-1�-2010 PAGE 1 ALLEN RESID�NCE FN: ALLENML.HYD � 925 FAIRWAY DRIVE VAIL, COLORADO MAIN LEVEL � i FLOW TES'P RESULTS j Water Supply � STATIC 72 . 00 PSI � RESTDUAL 48 . 00 PSI C� 555 . 00 GPM � � Booster Pump � , CHURN 25 . 00 PSI i RATING 25 . 00 PSI @ 95 . 00 GPM RESIDUAL 16. 25 PSI C� 142 . 50 GPM i CITY PRESSURE AVAILABLG AT 77 . 0 GPM "J1. 72 PSI i SUMMARY OF SPRINKLER OUTFLOWS I ACTUAL MINIMUM i SPR FLOW FLOW K-FACTOR PRESSDRE --- ---- ---- -------- -------- � 101 19 . 50 19 . 00 4 . 20 21. 55 ! 102 19 . 34 19 . 00 4 . 20 21. 20 ( 103 19 . 1G 19 . 00 4 . 20 20. 82 i 104 19 . 00 19 . 00 4 . 20 "L0 . 46 � I TOTAL WATER REQUIRED FOR SYSTEM 77 . 00 GPM I TOTAL WATER REQUTREMENT 7"7 . 00 GPM PRESSURE REQUIRED AT 0 63 . 48 PSI MAXIMUM PRESSURE UNBALANCE Iid LOOPS 0 . 07 PSI � MAXIMi1M VELOCITY IN PIPES 13 . 49 FPS I I � � � I nug ia iu u�: c�p �essie Keyes 303-993-5904 p. 9 SUBMITTAL SERIAL N0: 2016HY1 OS-1�-2010 PAGE 2 ALLEN RESIDENCE FN: ALLENML.HYD I 925 FAIRWAY DRIVE � VAIL, COLORADO MAIN LEVEL Location Flow Pipe Fittings Equiv rriction Pre sure in Size & Length Loss Sum ary From To GPM IN Devices Pt PST/Ft P Z 17 104 1. 055 L 1. GG C=150 PT 2 . 46 (104) Q 19 . 00 F=T,E/2E F 14 . 00 PE 43 BN T 15. 66 0. 0762 PF . 19 PT 2 . OS ( 17) ------------------ 16 103 1 . 055 L 1 . 66 C=150 PT 2 . 82 (103) Q 19 . 16 F=T,E/2E F 14 . 00 PE . 43 BN T 15 . 66 0 . 0774 PF . 21 PT 2 . 46 ( 16) -------------°---- 15 102 1. 055 L 1 . 66 C=150 PT 2 . 20 (102) Q 19 . 34 F=T,E/2E F 14 . 00 PE . 43 BN T 15 . 66 0. 0787 PF . ?_3 PT 2 . 86 ( 15) -----------------° 14 101 1. 055 L 1. 6h C=150 PT 2 . 55 ( 101) Q 19 . 50 F=T,E/2E F 14 . 00 PE . 43 6N T 15. 66 0 . 0799 PF . 25 PT 2 . 23 ( 14) ------------------ 12 13 2 . 009 L 31 .75 C=150 PT 2 . 31 ( 13) Q 77 . 00 F=T, E/2E F 27 . 00 PE . 44 SN T 58 . 75 0. 0440 PF . 58 PT 2 . 33 ( 12) ------------------ 16 17 1. 055 L 4 . 00 C=150 PT 2 . 09 ( 17) Q 19 . 00 F=0 F 0 . 00 PE . 00 FM2 T 4 . 00 0. 0762 PF . 30 15 16DQ 19 . 16 1 . 291 L 4 . 00 C=150 PT 2 _ . 39 ( 16) Q 38 . 16 F=0 F 0 . 00 PE . 00 FM2 T 4 . 00 0. 1036 PF 0. 41 14 15DQ 19 . 34 1. 527 L 4 . 00 C=150 PT 22 . 80 ( 15) Q 57 . 50 P=0 F 0. 00 PE 0 . 00 FM2 'I' 4 . 00 0. 0976 PF 0. 39 13 14DQ 19 . 50 1. 527 L 0 . 66 C=150 PT 23 . 19 ( in) Q 77 . 00 F=0 F 0 . 00 P� 0. 00 FM2 T 0 . 66 0 . 1675 PF 0. 11 PT 23 . 30 ( ].3) 11 s12Y��u `�Y Y 2 . 009 L 16 . 58 C=150 PT 7. 34 ( 12} Q 77 . 00 F=`1 F 9 . 00 PE ? . 18 FM T 25. 58 0. 0440 PF 1 . 13 nug ia iu uc : ��p �essie I�eyes 303-933-5904 p. 10 SUBMITTAL SERIAL N0: 2016HY1 08-18-2010 PAGE 3 ALLEN RESZDENCE FN: ALLENML.HYD 925 FAIRWAY DRIVE VAIL, COLORADO MAIN LEVEL Location Flow Pipe Fittings Equiv F'riction Pre sure in Size & Length Loss Sum ary From To GPM IN Devices Ft PSI/Ft P I 10 11 2 . 009 L 15. 33 C=150 PT 3 . 65 ( 11) Q 77 . 00 F=T/T F 18 . 00 PE . 00 FM 'I' 33 . 33 0. 0440 PF . 47 6 10 2 . 009 L 16 . 75 C=150 PT 3 . 12 ( 10) Q 77 . 00 F=2E F 12 . 00 PE . 00 FM T . 28 . 75 0. 0440 PF . 26 5 6 2 . 009 L 8 . 83 C=150 PT 3 . 38 ( 6) Q 77 . 00 F=� F 6. 00 PE . 39 FR T 14 . 83 0 . 0440 PF • 65 4 5 2 . 067 L 14 . 00 C=999 PT 4 . 42 ( 5) Q 77. 00 F=0 F 0. 00 PE . 07 FR T 14 . 00 0 . 0011 PF . 02 COMMENT: DOUBLS CHECK BACKFLOW PSI LOSS SHOWN IN ELEVATION 3 4 ? . 009 L 2 . 00 C=150 PT 4 . 51 ( 4) Q 77 . 00 F=0 F 0 . 00 PE .00 FR T 2 . 00 0 . 0440 PF . 09 2 3 2 . 067 L 23 . 00 C=999 PT � . 60 ( 3) Q 77 . 00 F=0 F 0 . 00 PE 9 . 97 FR T 23 . 00 0 . 0011 PF 0. 03 COMMENT: PRESURE REDUCING VALVE PSI LOSS SHOWN TN ELEVATIO 1 2 2 . 009 L 2 . 00 C=150 PT 58 . 60 ( Z) Q 77 . 00 F=GV,T F 10 . 00 PE 0. 43 FR T 12 . 00 0 . 0440 PF 0 . 53 0 1 2 . 000 L 56 . 00 C=150 PT 9 . 56 ( 1) Q 77 . 00 F=31/0 F 31 . 00 PE 0 . 00 UN T 87 . 00 0 . 0450 PF 3 .92 PT 3 . 48 ( 0)