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HomeMy WebLinkAboutDoc100920 Sep 14 10 09: 12a Jessie Reyes 303-933-5904 p. 6 Hydraulics Summary Sheet BFPE P.O.BOX 1 D�S Desi�3nsr: JR Calc By: JR WESTMINSTER, COLO 80036-1068 Date: 9i7i2 io Project Informaiion Hydr ulics CASTRO I�ESIDEWCE Inf rrnation 925 FAIRYVAY DRIVE DemancJ., VAIL. COLORADO Spr Req'd res: 61.36 PSI EAST UWIT �pr Req'd low: 58.78 GPf1 Add'I lows: 0.00 GPPi H�s� at rcc: 0.00 GPM Contract No: @uilding; NOUSE Total F�ow: 58J8 GGM Tot�l res: 61.36 PSI Sys�em ID: UGPER LEVEL Ref. Drauir�g No: Static Fiev: 0.00 F7 Supply... Cr,nstructi�rr. Col-IBUSTIELE Wqter Flow Test Occupancy: RESIOENCE � tai�in: 72.00 PSI AulhorRy: NFPA 13R Re idual: 98.00 PSI Qty FI wing: 855.00 GP�1 �— " Elc� +ion: 0.00 Ft 5ystem Information Systam Typa: WET Dote:8i6i2010 Time: By: R�LI NCE Hydroulics Design Criteria Pump Oata Dens(ty: 19 GPt1 iSqFt Rated: <NA PSIL� CNA) �GPI Remot� Area: 3HDS SqFt Sonst res: (NA) PSI Sprinkler Coveroga: 16x18 Sq�+. Dischar8a res: (NFl) PSI Dasign Stondord: NFPf� 13�' Dischorge Fiow: (Nfi) GPPI Nazord: COrI'tf�I EC� Figurc: Curve: tatic: CNA) pSi Re IduaL• (NA) PSI Sprinb:lers � �OZ��@5 Q}y FI wing: CNA) 6PM Manufacturer� TYCO � e P � � 4r. ModeL LtII � � �,L S�r �a�,�� AvCtilGble. . Size�: li2 �i � '' O� P) 71. 3 PSi(? 58J8 6Pi1 K—F"octor: 4.2 �� ,�����a ` ;� F) 61.� PSIC� 551.04 6GPi ,, _ TemperaPure RaPing: �,�� °' � �� � ��"FSS,°o.< ����`L"� Margfrr... , owa �,.,�;-�._� , Pre sure: 10.h7 PSI ��y/��� � Fiow: 992.25 GPf1 (/V � ' ___` —_— r:jlGJrl-�a CJynan-�io—'_Corpc>r`c�tion — _ ._.—— f � �C Cop>npqr 1gPp, qp Riahk- Pesarvea 77 p Hydrrauiies � Sep 14 10 09: 13a Jessie Reyes 303 -933-5904 p. 7 p r _ o S Z " a o �n n � q� V] - `a � �� � � a ni — � o� n � �- ui o �, � � c � m �N o C1 �. 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(I`3d) 3.Inssaid Sep 14 10 �9: 13a Jessie Reyes 303-933-5904 p. 8 SuBMZTTAL SERIAL N0: 2016HY1 09-1 -2010 PAGE 1 CASTRO RESIDENCE FN: CASTROUL.HYD 925 FAIRWAY DRIVE VAIL, COLORADO UPPEft LEV�,L FLOW TEST RESULTS Water Supply STATIC �2 . 00 PSI RESIDUAL 48. 00 PSI @ 855 . 00 GPM CITY PRESSURE AVATLABLE AT 58 . a GPM 71. 83 PSI SUMMARY OF SPRINIiLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --° --°- ---- -------° -------- 110 20. 51 19 . 00 4 . 20 23 . 85 111 19 . 27 19 . 00 4 . 20 21. 05 112 19 . 00 19 . 00 4 . 20 20. 46 TOTAI, WATER REQUIRED FOR SYSTEM 58 . 78 GPM TpTAL WATER R�QUIREMENT 58 . 78 GPM PRESSURE REQUIRED AT 0 61. 36 PSI MAXIMUM PRESSURE IINBALANCE IN LOOPS 0 . 09 PSI MAXIMUM VELOCITY IN PTPES 9 . 38 FPS Sep 14 10 09: 13a Jessie Reyes 303-933-5904 p. 9 SUBMITTAL SERIAL N0: 2016HY1 09-1 -2010 PAGE 2 CASTRO RESIDENCE FN: CASTROUL. HYD 925 FASRWAY DRIVE VATL, COLORADO UPPER LEVEL Location Flow Pipe Fittings Equiv Friction Pre sure in Size & Length Loss Sum ary From To GPM IN Devices Ft PSZ/Ft P I 33 112 1. 055 L 0. 33 C=150 PT 2 . 46 ( 112) Q 19 . 00 F=E F 3 . 00 PE . 00 BN T 3 . 33 0 . 0762 PF . 25 Z4 33 1. 055 L 11. 50 C=150 PT 2 .71 ( 33) Q 19 . 00 F=E F' 3 . 00 PE .98 BN T 14 . 50 0. 0762 PF . 10 23 24 1 . 055 L 9. 00 C=150 PT 2 . 79 ( 24) Q 19 . 00 F=0 F 0. 00 PE . 00 BN T 9 . 00 0. 0762 PF . 69 PT 2 . 48 ( 23) ------------------- 32 111 1 . 055 L 0. 33 C=150 PT 2 . O.�i (111) Q 19 . 27 F=E F 3 . 00 PE . 00 BN T 3 . 33 Q . 0'782 PF . 26 23 32 1 . 055 L 11. 50 C=150 PT 2 . 31 ( 32) Q 19 . 2� F=T F 5. 00 PE . 98 BN T 16. 50 0 . 0782 PF . 29 22 23DQ 19 . 00 1. 291 L 4 . 00 C=150 PT 2 . 58 { 23) Q 38 . 27 F=E/E F 6. 00 PE . 00 BN T 10. 00 0. 1041 PF . 04 PT 2 . 62 ( 22) ------------------ 31 110 1. 055 L 0. 33 C=150 P'P 2 . 85 (110j Q 20. 51 F=T F 5 . 00 PC •. 00 BN T 5 . 33 0. 087fi PF •.47 20 31 1. 055 L 11. 50 C=150 PT 2 . 32 ( 31) Q 20 . 51 F=E F 3 . 00 PE 4 . 98 BP7 'P 14 . 5U 0. 0878 PF 1. 27 PT 30. 57 ( 20) ___-------°°------ 21 "22 1. 297, L 11. 25 C=150 PT 2�3 . 53 ( 72) Q 38 . 27 I'=F F 3 . 00 PE 4 . II7 FM T 14 . ?5 0. 1041 PF 1 . 48 7 21 1 . 291 I, 6. 16 C=150 PT 34 . II8 ( 21) Q 38 . "l7 P-T/T F 12 . 00 PE 0. 00 FP4 T 1c� . 16 0. 104]. PF 1.. 89 PT 3G. 77 ( 7) __-------°--------. 19 20 1. 7_91 L 4 . 83 C=150 PT 30. 67 ( 20j Q 20. 51 F=2E/T F ].2 . 00 PE D. O � FM T 16 . 83 0. 0328 PF 0. 55 Sep 14 10 09: 14a Jessie Reyes 303-933-5904 p. 10 SUBMITTAL SERIAL N0: 2016HY1 09-1 -2010 PAGE 3 CASTRO RESTDENCE FN: CASTROUL.HYD 925 FAIRWAY DRIVE VAIL, COLORkDO iJPPER LEVEL Location Flow Pipe Fittings Equiv Friction Pre sure in Size & Length Loss Sum ary From To GPM IN Devic�s Ft PSI/Ft P I 8 19 1 . 291 L 11.75 C=150 PT 3 . 22 ( 19) Q 20 . 51 F=T,E F 9 . 00 PE . 87 FM T 20.75 0 . 0328 PF . 68 7 8 2 . 009 L 0.92 C=150 PT 3 . 77 ( 8) Q 20. 51 F-0 F 0 . 00 PE . 00 FM T 0 . 92 0. 0038 PF . 00 G 7DQ 38 . 27 2 . 009 L 36 . 83 C=150 PT 3 . 77 ( 7) Q 53 . 7£3 F=E,T/E F 21 . 00 PE . 00 FM T 57 . 83 0 . 0267 PF . 54 5 6 2 . 009 T� 8 . $3 C=150 PT 3 . 31 ( 6) Q 58 . 78 F=E F 6. 00 PE . 39 FR T 19 . 83 0 . 0267 PF . 40 4 5 2 . 067 L 14 . 00 C=999 PT 4 . 10 ( 5) Q 58 . 78 F=0 F 0 . 00 PE 6. 0'7 FR T 14 . 00 0. 0007 PF 0. 01 COMMENT: DOUBLE CHECK BACKFLOW PSS LOSS SHOWN IN ELEVATZON 3 4 2 . 009 L 2 . 00 C=150 PT 48 . 18 ( 4) Q 58 . 78 F=0 F 0 . 00 PE 0. 00 FR T 2 . 00 0 . 0267 PF 0. 05 2 3 '1 . 067 L 23 . 00 C=999 PT 48 . 23 ( 3) Q 58 .78 F=0 F 0. 00 PE 9. 97 FR T 23 . 00 0. 0007 PF 0. 02 COMMENT: PRESURE REDUCING VALVE PSI LOSS SHOWN IN ELEVATIO 1 2 2 . 009 L 2 . 00 C=150 PT 5a . 22 ( 2) Q 58 . 78 F=GV,T F 10 . 00 PF.. 0. 43 FR T 12 . 00 0. 0267 PF' 0. 32 0 1 2 . 000 L 56 . 00 C=150 PT `"8 . 97 ( 1) Q 58 . �8 F=31/0 F 37. . 00 PE 0. 00 UN "C £37 . 00 0 . 0273 PF 2 . 38 P'1' 1 . 35 ( O)