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HomeMy WebLinkAboutDoc100920-001 Sep 14 1� 09: 11a Jessie Reyes 303-933-5904 p. l Hyctraulics Summc�ry Sheet arPE oesi���r: �a f'.O.BOX 1068 WESTMIt�ISTER, COLO 80036-1068 c��� ey: .rR oo+z: s��o� oio Project Information Hydr ulics CASTRO RESIDEI�ICE Inf rmation 925 FAIRWAY DRIVE Demand.. VAIL, COLOR.4D0 �p�- ksq'd res: 64.59 PSI E�1ST �JNlI�� Spr Req'd Flow: 76.99 6Pf1 Add'I lows: 0.00 GPf1 Concroct Nr,; Hose at rce: 0.00 6Pf1 B�ildinq; HOUSE Total Flow: 76.99 GPt1 System ID: MaIN LEVEL Total ras: 69.59 PSI Ref. Drawinq No: Static Elev: 0.00 F t Supply... Constr�ction; C0178US7I�LE Water FIOw Test Occupancy: RESIDENCE +otfc: 72.00 PSI Authorlty: NFPR 13R Re idual: 48.00 PSI Oty FI wing: 855.00 GPI'I � '� - - Elov tlon: 0.00 Ft 5ystern Information Systam Typa: llET Date:8i6i Ot0 Time:________ By: ALI_I NCE Hydraulics Design Criteri❑ Pump ata bensity: 19 GPM iSqFt Rated: CNfI pSIC� CNA> 6Pii Remota Areo: 4HDS SqFt Buost res: (P1R) PSI Sprinklar Coveroge: 16x18 S�Ft Dischorpe res: <NA> PSI Dasign Standord: NFPA ]3R Discharge low: CNR> CiPfi Naz�rd: Combl ed Fir�ure: Curvc: S atic: CNR> PSI Sprinklers / Nozzles R�S d�oi: crva� csi Qty Flo ing: (NFl) GPM Manufactw•er: TYCO ���� f �/ ` ModeL• LFit [� �� , �,�s �, �,`; Available... �IZ�: 1/2 1�� i�` � ��. � P) 71. 2 PSIC� 76.99 GPt1 K—Factor: 4.2 � , -gp��� e 't F) G9.59 PSIC� 453.4? GPP9 Temperatur3 Rating: �`�, ', '� `,'. � ����r,'•a 4�-> � °eoaa � . s„���„� c Margfn... ``- ` Pres uro: 7.1'V P$I �I�/'� low: 376.4k GPM -- ----- — —� Slqma Dyncan�ics Gorporatior. � __ � Ccpyripht t992, nll R��hfs R.xArved _ 77 O Hytlro'�d�CS J Sep 14 10 09: 11a Jessie Reyes 303-993-5904 p. 2 - ,� o " o a Z a in a � n� cn � a d;v7"- — - � C O ^� p � n d N M �j � N IfJ � C j � [�U1 o C1 T L � 3 _ — o Q- � Q� p v' ...� �- L.-. Ul � (n � � ai. a aa � o >, o °o °o O • Qcvmo n — ___ ___ — __ � ^ � n � � c � � � � o � ,U. D N O _ — _ m •'- .' > O �o �n v } � .- m ,-, 1 �� a w J � O � H � 4 U –_" � r O z � � � O – �S n � � E � ' a a a � � � �� _ o o m - - oocn � o o � h. __ _ � u -- - o Ln O N a W — — � m U � n' w � - — G � o - O U Zj (I7 N C v Ll � _ — — � � 3 w � o u � Z — — -- � � °' i� � v m G C � LC n _ _ "_ > ry � E � Q — C_ N [ N � � ' - o (ll u p N O dU' � r.� µ- C �.. _. C_J Vi _ __ ._ __ ' � T . .� m rD L 'O � Y _ '_ .� �_. CL U O D _� �.' � � ° I/1 � S F- u� o u� o � o m r�i., o u� o � o in o �n o ir�o in o'�.n o u� o n N o o m u� m m n n, �o .p �n ui m a° m t"� r� N �ISc!) a.�nssaad Sep 14 10 09: 12a Jessie Reyes 303-933-5904 p. 3 SUBMZTTAL SERSAL N0: 2016HY1 09-1 -2010 PAGE 1 CASTRO RESIDENCE FN: CASTROML.HYD 925 FAIRWAY DRIVE VASL, COLORADO MAIN LEVEL EAST UNIT PLOW TEST RESULTS Water Supply STATIC 72 . 00 PSI RESIDUAL 48 . 00 PSI (� 855 . 00 GPM CITY PRESSURE AVAILABLE AT 77 . p GPM 71. 72 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINTMUM SPR PLOW FLOW K-FACTOR PRESSURE --_ �__- ---° -------- -------- 101 19 . 49 19 . 00 4 . 20 11. 52 102 19 . 34 19 . 00 A . 20 21. 20 103 19 . 16 19 . 00 4 . 20 20. 82 104 19 . 00 19 . 00 4 . 20 20. 46 TOTAL WATER REQUII2ED FOR SYSTEM 76 . 99 GPM TOTAL WATER REQUIREMENT 7G . 99 GPM PRESSURE REQUIRED AT 0 64 . 59 PSI MAXINR7M PRESSURE UNBALANCE IN LOOPS 0. 07 PST MAXTMUM VELOCITY IN PIPES 13 . 49 FPS Sep 14 10 09: 12a Jessie Reyes 303-933-5904 P. � SUBMITTAL SFRIAL N0: 2016HY1 09-1 -2010 PAGE 2 CASTRp RESSDENCE FN: CASTROML.HYD 925 FAIRWAY DRSVE VAIL, COLORADO MAIN LEVEL EAST CINIT Location Flow Pipe Fittings Equiv Friction Pre sure in 5ize & Length Loss Sum ary From To GPM IN Devices Ft PSI/FL P I 17 104 1. 055 L 1. 66 C=150 PT 2 . 96 (104) Q 19 . 00 F=T,E/2E F 14 . 00 PE . Q3 BN T 15. 66 0. 0762 PF . 19 PT 2 . 08 ( 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 q. 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 . 23 P'I' 2 . 86 ( 15) ---°----°_----°--- 24 101 1. 055 L 1 . 66 C=150 PT 2 . 52 (101) Q 19 . 99 F=T,E/2E F 14 . 00 PE . 43 BN T 15. 66 0. 0798 PF . 25 PT 2 . 20 ( 14) ------------------ 12 13 2 . 009 L 30. 00 C=150 PT 2 . 48 ( 13) Q 76. 99 F=E/E F 12 . 00 PE . 03 BN T 42 . 00 0 . 0940 PF . 85 10 12 2 . 009 L 8 . 33 C=150 PT 2 . 36 ( 12) Q 76. 99 F=E,T F 15. 00 1'E . 00 FM T 23 . 33 0 . 0440 PF . 03 9 10 2 . 009 L 11. 25 C=150 PT 3 . 39 ( 10) Q 76.99 F=E F 6. 00 PE . 87 FM T 17 . 25 0 . 0440 PP . 76 8 9 2 . 009 L 11. 16 C=150 PT 3 . 02 ( 9) Q 76.99 F-0/T F 9 . 00 PE J. 00 FM T 2U. 16 0. 0440 PF . 89 7 8 2 . 009 L 0.92 C=150 PT 3 . 91 ( 8) Q 76.99 F=0 I' 0. 00 Pl. . 00 F'M T 0.92 0 . 0440 PF . 04 6 7 2 . 009 T 36. II3 C=150 PT 3 � . 95 ( 7) Q 76. 99 P=E�T/E F 7_1. 00 ['k: . 00 FM T 57 . 83 0 . 0440 PF . 54 Sep 14 10 09: 12a Jessie Reyes 303-933-5904 p. 5 SUBMITTAL SERIAL N0: 2016HY1 09-1 -2010 PAGE 3 CASTRO RESIDENCE FN: CASTROML. HYD 52,5 PAIRWAY DRIVE VAIL, COLORADO MAIN LEVEL EAST UNIT Location Flow Pipe Pittings Equiv Friction Pre sure in Size & Length Loss Su ary From To GPM IN Devices Pt PSI/Ft P I 5 6 2 . 009 L 8 . 83 C=150 PT 3 . 49 ( 6) Q 7G . 99 F=E F 6. 00 PE . 39 FR T 14 . 83 0 . 04A0 PF . 65 4 5 2 . 067 L 14 . 00 C=999 PT 4 . 53 ( 5) Q 7G . 99 F=0 F 0.00 PE . 07 FR T 14 . 00 0 . 0011 PF . 02 COMMENT: DOUBL� CHECK BACKFLOW PSI LOSS SHOWN IN ELEVATION 3 4 2 . 009 L 2 . 00 C=150 PT 4 . G2 ( 4) Q 76 . 99 F=0 F �. 00 PE . 00 FR 'l 2 . 00 0 . 0440 PF . 09 2 3 2 . 067 L. 23 . 00 C=999 PT 4 . 71 ( 3) Q 76 . 99 F=0 F 0 . 00 PE . 97 FR T 23 . 00 0 . 0011 PF . 03 COMMENT: PRESURE REDUCING VALVE PSl LOSS SHOWN IN ELEVATION 1 2 2 . 009 L 2 . 00 C=150 PT 5 . 71 ( 2) Q 76. 99 F=GV, T F 10. 00 PE . 43 FR T 12 . 00 0. 0440 PF . 53 0 1 2 . 000 L 56. 00 C=150 PT 6 . 67 ( 1) Q 76 . 99 F=31/0 F 31 . 00 1'E . 00 UN T H7 . 00 0. 0450 PF . 92 PT 6 . 59 ( O) 16 17 1. 055 L 9 . 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 16llQ 19. 16 1 . 291 Z, 4 . 00 C=15p PT 2 . 39 ( 16) Q 38. 16 F=0 F 0. 00 PE . 00 FM2 T �7 . 00 0 . 1036 PF . 41 a.4 15llQ 19. 39 1 . 527 7, 3 . &6 C=150 PT 2 � . 80 { 15) Q 57 . 50 P=0 F U. 00 P1: . 00 FM2 T 3 . 66 0 . 0976 PF . 36 13 14DQ 19 . �k9 1 . 527 L 3 . 53 C=15(� PT 23 . 16 ( 14) Q 76 . 99 r-E F 4 . 00 Pk; . 00 F'M7_ T 7 .H3 0 . 1G75 Pl . 31 PT 2 . 47 ( 13) {