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HomeMy WebLinkAboutDoc100920-003 Sep O1 10 09: 39a Jessie f2eyes 303-937-5904 p. l Hydraulics Summary Sheet BFPE P.O.BOX 1068 Desi�ner: JP. Calc By: JR WESTPAIfVJSTER, COLO 80036-106�i oote: Bi18i 010 Project Information Hydr ulics AL�Ef� R�SIDEI�CE Inf rmation 925 FAIRW,4Y DRIVE Dernand.. VAIL. COLORADO spr Req'd res: 63.48 PiI Spr Raq'd Iow: 77.OQ GPPI Add'I lows: 0.00 GP11 � Hose at rcc: O.DO GPM Contract No: 2uildinq: HOUSE Total Flow: 77.00 GPP1 Systern I0: I`haIN LEUEL Total ras: 63.98 PSI �ta+ic Elev: 0.00 Ft P.E4. OraWing No: Supply... Co�scruccion: coi76usrza�E Water Flow Test Uccupanry; R�SIDENCE . totic: 72.OQ PSI Auihorfty: NFPa 13R Resddual. �8.00 PSI Qty FI wing: 855.00 6PM — — Elev tion: O.�JO Ft � Sy5t9rT1 I�formotion Systam Type: i�ET Dota:Bi6i O10 Timc: By: RLLI. NCE Hydraulics Oesign Criheria Pump ata Density: 19 GPf1 iSqFt Rofied: (Ntl PSIC� (NR) GPM Remote Area: 4HDS SqF2 Boost res (NA) PSI Sprinkler Coverage: 16x18 SqFt �ischarge res: (NA? f�I Design Standard; NFPH !3R Discharge low: U�IA) GPYI Hoznrd: COtY1ri1 ed Plqure: Curve: tatic: <NA) {�SI � Res duoL• C(JA) PSI Sprinklers / No�zles Qiy Flo (ng: (NA) GPf1 ManufucPurer_ TYCO F, i'�" Model: LFII �� �', � , �vallable... � Slze: 1i2 � ° d.� P) 71.- 2 PSIC� 77.00 GPf1 K-Foctor: 9.2 � , � m .; F) 63.4 PSIC� 4F38.85 GPM d', ��2 Temperature Ratii�c�: 3, � �m��n � ��� �� f r '���`��'°'� �`/�pY^II'i... �������=r" � � Pres ure: 8.24 PSI ;: �..... ._. 9�A � ��{7 Flow: 911.g5 GPM �.- � '_— �icgn�q DYnorriics C�rporqtion "'-�"`_— J Q C�PYrfant i992. �9 RtahY, Rxsarvetl 77 6 Hytlraulics Sep O1 10 09: 40a Jessie Reyes 303-9�3-5904 p. 4 -- ----- - --- �„ o m � S Z ~ O. ..� v in,1 � ` a c� �/! r_ � G. p �O t_9 � D� _ ' _' _'_ _ _ _ —— _ O �.j aj O � ,�� G N lIl (f1 O v ln \ .� � � p�� o rJ � t � 3 m �aQ O � a� aa ' o O � o 0 O • O_ ' oi o n — - -- p c n � U� � ;� o � � �' J � Y � � Q — ---- � 6 �o �a m } � .- a, -. = c w J � ---- - — — - - Z W J $ J a Q G v _ __ ___ ^ ; z w � v _ � �, — — - – � � r � L � aa ��. � � � 0 o m - -- — — oom ' ooco c ° i C� _ � u� � a hl W � U a m L Q — - . _.. � . d - - ;---�--.r.._ — ,� in W U " ' n � I �° ,� � -- --- _ _._ _ -- -__. _ __-- o �_ N � � r ry O U W �- E _, �_. _- --- ---- —-- - - ° t n. 7 � — _ _ ___..___•-- o N N � _ � � G L � —I I — – ' =- 2� �O � _r N ` � Y � «_ ... 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(ISd) z.�nssaad nug i � iu u�: � 1p �essie Reyes 303-933-5904 p. 3 SUBMSTTAL SERIAL N0: 2016HY1 08-18-2010 PAGE 1 ALLEN RESIDENCE FN: ALLENUL.HYD I 925 FAIRWAY DRIVE VAIL, COLORADO UPPER LEVEL FLOW TEST RESULTS Water Supply , STATIC 72 . 00 PSI ' RESZDUAL 48 . 00 PSI @ 855. 00 GPM Booster Pump CHURN 25 . 00 PSI j RATING 25 . 00 PSI C� 95 . 00 GPM ; 12ESIDUAL 16. 25 PSI @ 142 . 50 GPM CITY PRESSURE AVAILASLE AT 45 . 9 GPM 71. 88 PSI SUMMARY OF SPRINICLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE i 201 1G . 08 16 . 00 4 . 20 14 . 66 202 16 . 00 16. 00 4 .20 14 . 51 � 203 16. 81 16. 00 4 . 20 16 . 02 � TOTAL WATER REQUIRED FOR SYSTEM 48 . 89 GPM I TOTAL WATER REQUIREMENT 48 . 89 GPM PRESSURE REQUIRED AT 0 5S . S2 PSZ ; MAXINNM PRESSURE UNBALANCE IN LOOPS 0 . 07 PSI MAXIML7M VELOCITY IN PIPES 17 . 94 FPS ;i I i' I ii , i I ' , nug la lu uC: G1p �essie Keyes �U�-y33-b5U4 p. 4 SUBMITTAL SERIAL Id0: 2016HY1 OS-1�-2010 PAGE 2 ALLEN RESIDENCE FN: ALLENUL.HYD I� 925 FAIRWAY DRIVE I VAIL, COLORADO UPPER LEVEL � Location Flow Pipe Fittings Equiv Friction Pre�sure in Size & Length Loss Sumr�ary From To GPM IN Devices Ft PSI/Ft P�I 24 202 1. 055 L 12 . 25 C=150 PT 14 . 51 (202) Q 16 . 00 F=T, E F 8 . 00 PE (� . 87 BN T 20 . 25 0. 0554 PI' � . 12 __ PT 1i . 50 ( 24) -°------------- 25 203 1. 055 L 1 . 16 C=150 PT 1�. 02 (203) Q 16. 81 F=T/E F 8 . 00 PE . 00 BN T 9 . 16 0. 0607 PF 0. 56 24 25 1. 055 L 3 . 00 C=150 PT 1f . 58 ( 25) Q 16 . 81 F=0 F 0. 00 PE °Q . 27 BN T 3 . 00 0. 0607 PF 0. 18 23 24DQ 16 . 0a 1 . 055 L 0 . 50 C=150 PT 1 . 49 ( 24) Q 32 . 81 F=0 F 0. 00 PE . 00 BN T 0. 50 0. 2093 PF Q . 10 PT 16 . 59 ( 23) ------------------ 23 201 1. 055 L 12 . 25 C=150 PT 1, . 66 (201) Q 16. 08 F=T, E F 8 . 00 PE b . 87 BN T 20. 25 0 . 0560 PF �1. 13 22 23DQ 32. 81 1. 055 L 1 . 25 C=150 PT 1 . 66 ( 23) Q 48. 89 F=T F 5. 00 PE . 11 BN T 6 . 25 0. 4377 PF . 74 21 22 1. 291 L 10 . 25 C=150 PT 1 . 29 ( 22) Q 48 . 89 F=E F 3 . 00 PE .44 FM2 T 13 . 25 0 . 1638 PF . 17 20 21 1. 527 L 2 . G6 C=150 PT 2 . 90 ( 21) Q 48 . 89 F=T/T F 14 . 00 PE .00 FM2 T 16 . 66 0 . 0723 PF . 20 12 20 1. 527 I, 4 . 25 C=150 PT 2I . 10 ( 20) Q A8 . 89 F=T F 7 . 00 PE . 00 FM2 i 11. ?.5 0. 0723 FF O . Si 11 12 2 . 009 L 16. 58 C=150 PT 2 . 91 ( 12) Q 48 . 89 F=T F 9 . 00 PE . 18 PM 'P 25 . 58 0 . 0190 PF 0. 49 10 11 2 . 009 I, 15 . 33 C=150 PT 35 . 58 ( 11) Q 4t3 . II9 F=T/T F 18 . 00 PE 0. 00 FM `P 33 . 33 0. 0190 PF 0 . 63 nug ia iu u�: �cp �essi� Keyes �U�-���-5yU4 p. � � � SUBMITTAL SERIAL N0: 2016HY1 OS-1�-2010 PAGE 3 ALLEN RESIDENCE FN: ALLENUL.HYD I 925 FAIRWAY DRIVE I VAIL, COLORADO UPPER LEVEL Location F1ow Pipe Fittings Equiv Friction PreSsure in Size & Length Loss Sum�qary From To GPM IN Devices Ft PSI/Ft PSI 6 10 2 . 009 L 16 . 75 C=150 PT 3 . 21 ( 10) Q 48 . 89 F=2E F 12 . 00 PE . 00 FM T 28 . 75 0 . 0190 PF . 55 5 6 2 . 009 L 8 . 83 C=150 PT 36 . 76 ( 6) Q 48 . 89 F=E F 6 . 00 PE � . 39 FR T 14 . 83 0 . 0190 PF � . 28 4 5 2 . 067 L 14 . 00 C=999 PT 4�. 43 ( 5) Q 48 . 89 F=0 F 0. 00 PE . 07 FR T 14 . 00 0 . 0005 PF � . Ol COMMENT: DOUBLE CHECK BACKFLOW PSI LOSS SHOWN IN ELEVATION I 3 4 2 . 009 L 2 . 00 C=150 PT 4�p. 51 ( 4) Q 48 . 89 P=0 F 0. 00 PE b . 00 FR T 2 .00 0. 0190 PF . 04 2 3 2 . 067 L 23 . 00 C=999 PT 4�. 55 ( 3) Q 48 . 89 F=0 F 0. 00 PE . 97 FR T 23 . 00 0 . 0005 PF b. 01 COMMENT: PRESURE REDUCING VALVE PSI LOSS SHOWN IN ELEVATIONI 1 2 2 . 009 L 2 . 00 C=150 PT 5�. 53 ( 2) Q 48 . 89 F=GV,T F 10. 00 PE . 43 FR T 12 . 00 0. 0190 PF p. 23 0 1 2 . 000 L 56. 00 C=150 PT 5 . 19 ( 1) Q 43 . 89 F=31/0 F 31. 00 PE . 00 UN T 87 . 00 0 . 0194 PF . 69 PT 5�8. SS ( 0) � I � i I I � I II