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HomeMy WebLinkAboutF18-0072_Approved Plans_1543256783.pdf 47 V ■IIS-� 3RD SPRINKLERAk I ______.......a...._._ HIGH POINT v COFI) �7 lai - Table 8.3.2.5(c) Ratings of Sprinklers in Specified Residential Areas Vail Fire&Emergency Servi as Minimum Distance Minimum Distance from 11/26/18 from Edge of Source to Hager No.16W Harter e H Edge of Source to Intermediate- Olraet Pipe Hanger Sipe Strap « ENTERTAINMENT CD Ordinary-Temperature Temperature Sprinkler ROOM WINE ROOM Sprinkler \\ �«. - 1 Heat Source in. mm in. mm • 0. \\ F+:,su,. ' - Side of open or recessed fireplace 36 914 12 305 4111k \ w.a. •'� \\\ Front of recessed fireplace - 60 - 1524 36 - 914 S,ateM /////////////// �// 2ND LEVEL \ \ Coal-or wood-burning stove 42 1067 12 305 wYRte6 �«a.m• ii / lit - - - ... ..-.a« - - - - Kitchen range 18 457 9 229 � � SOFFIT / Wall oven 18 457 9 229 iourSeasonsResort9 States - HANGER DETAILS • and Residences Vail 1 lot air flues 1 8 457 9 229 kb- / MASTER • • Claggett/Rey Gallery Q MASTER BATH L Jninsulated heat ducts 18 457 9 229 Protection �y Colorado Ski 8 Q S rro„ / BEDROOM Uninsulated hot water pipes 12 305 - 6 - 152 Co. wM Snowboard Museum "^++o - eef 1ec1 Saire of ceiling- 274 Center Drive Go Side of or wall-mounted hot 24 607 12 305 H C , leO Vail Interfaith Chuch© Raitman Art Galleries 9 - - t0 Front of wall-mounted hot air 36 914 18 457 Glenwood Springs,Colorado 81601 X 1ST LEVEL diffusers Tel.: 970-618-3294 Fax: 970-945-9504 r.�rP r.oP n,llP of • \ j; X - I lot water heater or furnace 6 152 3 76 Colorado State Registration Number: 032 Light fixture: 6 • 152 3 76 0 W-250 W OFFICE BATH WA BEDROOM#2 JOB SITE BEDROOM#1 9 250 W-499 W 12 305 6 ® r MOM M9 MI ' Ilii / , , \N ® _, _ L LO ERLEVELED \ I' - AREA MAP NOT TO SCALE A - X N A Table 9.2.2.1(a)Maximum Distance Between Hangers(ft-in.) • f Zr: Nomal Pipe Sine( .) BEDROOM#4 BATBTH < BuNKRol BEDROOM3 -____ _,----"----.0 WINE TFreeded lightwal]steel pipe N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A -"- - 1 D Copper tube 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15A - J• ~ ` In CO 4:111 \ \/ Jr \ N N N .,---- CPVC 5-6 6-0 66 7-0 8-0 9-0 10-0 N/A .11e♦ // �� �I•--\ \ 7 - Polybutylene(IPS) N/A 3-9 47 5-0 5-11 N/A N/A N/A `. W W J ` b'L Polybutylene(CTS) 2-11 3-4 3-I1 4-5 5-5 N/A N/A N/A ' .��• / to ._ I_ Q A �r.�� / Z_ 1- • «ld , ' \ \ SECTION A-A r `�, \ Ductile von pipe N/A N/A N/A N/A N/A N/A 15-0 N/A '� I, u•. • �/ a ?) 4041, \ l� ® Note:11'S on—pip size.CPS copper tube size. / i' �1 0 2 4 8 illSWR \\ ° \ I ,���• a' o \ ��\1 Caution.It is important that the MSTR CLO o \ -\\\\\A- 1/8"=1' �, ' insulation be installed tight against tf'H IL m (51 ` \ reviewed for compliance and approved for 1A/• \ ® �olsts lnunheatedareas.anyspaces F �� • ® F�� \ or voids between the insulation and the 0 o, o PANTRY , di., \ t,' install. 0355 ° ° ,................./.-............. \ ® joists cause the water in the tire sprinkler LL KITCHEN - 111 o, 0 0 i 0 flk.1.4& . 111!,"' ....... \'/ 1 5 \.7/5--, piping to freeze. -o 0 0 1N5, HALL a h GUEST MSTR CLO 0 12 © ,61 o u \ 0 0 1�- 02'10% .,1 z�10 2" 0 ENTERTAINMENT \\o CALL AREA _ 1- 1 ,, 1 0 -' 1 1 i' O'1 � 5'-11 b - s °r ( 71/2 ea'-s 0� 6'-4 5-17A i ® grya \\ MSITR BE `�� r.�_ w \ 6'-8 '2'-0 5-3,- .0 1 y 'a .. HEADS 2 0 ELEV n ` \ - N ` I ELEV w/• \ PRESSURE 98.632 psi �� w °' O -- \ ` O I HALL` 13 \ ° �, FLOW 53.59 spm % ° 4 C.= I FLAT \ J s. _ > 0.11 _ <1.5:12 _, I > i' . � ° � > 21.129 sl - Q oati �I r1i l a6. ® ° B • �® 8'-0 111' �% p L ` _ • • •$ T_91Fz • \ 7 �" 0 0 o coOPEN TO ABOVE y 18 U� 1 z BATH SWR 18 \ z v w i' zr ° \ / Q e CI° \ - o U_ cc EID ioa 1 _ _ is k>� \ [- �—f 1�_ K;\ ,•' „ - ,,15'4• to , \s �l•! - i'/ w J •f� N 1 • 1 0a/• 0 CO CO •- z'-6• 1T-4 - • ® 117-4 ® • \ �•� 0A � �� o w w 3�_1 �. 2' • �� Caution:For areas having temperatures re cc 0% 6�1• I i \ � of 0 131-18 0)or lower.an additional J- i • ° • ��` \ LEGEND m ° e-11% , batt of insulation covering the joist and o .(ek DINING �; \ 1)2"UNDERGROUND SUPPLY sprinkler piping 4111 the fire nklershould be used 0 0 If this is not done.freeze-ups can occur '- �, , �, . \ (BY OTHERS) in the sprinkler piping.6 2)2"TAMPER CONTROL VALVE WP \ 3)CITY-SIDE PRESSURE GUAGE THIRD LEVEL >- < GREAT . 4)2"WILKENS PRV#500HD 00 1 • ® • 0 °� e • 0 • , \ 5) RISER PRESSURE GUAGE 9 0 2 4 8 Z-6 s ,r-a 1t7a 6) 1-1/2"AMES 2000B-FP BACKFLOW ri / 1 1 � WITH TAMPERED CONTROL VALVES 1/8"= 1' A (WIRING BY OTHERS) 7)SYSTEM SENSOR FLOW SWITCH L' (WIRING BY OTHERS) 8) INSPECTION TEST VALVE Z PIPED TO FLOOR DRAIN Z J SECOND LEVEL 9)SYSTEM PRESSURE GUAGE = O E Q 0 2 a 8 w U) 1 ce w m 0 :i: l,...) 00 :, 3 lu ,- ?� GENERAL NOTES o ,- �` ` ct_o ' 2) SPRINKLER ESIGN RHEADS ARE CALCULATED FORA 16' X 16' MAXIMUM SPACING AMETERS ARE PER NFPA 13D, 2016 _ Z C < < < C C o ATA .1 DENSITY ° �� DRAWN BY: STEVE ALLEN \ All 'y , 3) ALL SPRINKLER PIPE IS COPPER \ BED3 ' / 4) ENTIRE SPRINKLER SYSTEM IS WATER - IT IS THE OWNER AND GENERAL 10/12/18 © Aiv,4 DATE: \ 1 � �,� � CONTRACTORS RESPONSIBLE TO PROVIDE INSULATION AND MAINTAIN \ ,-- SWR ii.",„ \ A CONDITIONED SPACE IN ANY COLD SPACES THE PIPE IS RUNNING. `, : 4 a;'�� \ ® 5) ANY SOFFITING REQUIRED TO RUN PIPES TO BE DONE BY OTHERS BED 2 W.S.F.P. START POINT @ ''��. cei110 \\ RISER DETAIL NOT TO SCALE ' ® `\ 6) DRILLING HOLES THROUGH STEEL BEAMS TO BE DONE BY OTHERS - ,� �. 7) DRILLING HOLES THROUGH FINISHED CEILING BEAMS TO BE DONE BY OTHERS O 0°. ©IN MECHANICAL ROOM A. �� - Q \\ aA 8) ALL CEILINGS ARE 518" DRYWALL - GC SHALL NOTIFY FITTER OF ANY VARIATIONS mm . _co j `1 ls, - 9) WATER SUPPLY DATA IS ESTIMATED 2"X 100'TYPE K COPPER `W 1 1 1 , \" x .. �� \ ,, cl_o \\ TRASH TRASH O �� h \ ® 10) FINAL PIPE SIZING TO BE ADJUSTED AS NEEDED U INSTALLED AND FLUSHED BY OTHERS 2'-,tri '�'_o ,2'-�� o? ,2-7 e-0 \ \�,3 I I , % ® 1 1) FINAL HYDRAULIC CALCULATIONS AND DESIGN ARE TO BE APPROVED L I,�� � 0 MUD ROOM 0 0 ® 0 T9 ® BY VAIL FIRE AND EMERGENCY SERVICES — FIRE FLOW 6-27-18 ®\.: 1 \ BUNK - o , V BED 1 ;' U 0 0 O A A o ��: —T.2 `\ HYDRANT FLOW DATA A MECH ROOM ° 1 1 1 N , - `9 \ ` 7-6• 15'-3:4 • 12'-0% n n' \ U P••I STATIC 120 psi _\ r, /M1 \ I1 I \ 21) \ <0 RESIDUAL 118 psi EXERCISE - \,-----°- ® • ` Lam ___A_____ , ° ° r \ ® �, ` FLOW 1500 m ® 0 0 / ELEV O n DN LOU ELEV gp UP;A B \ ` A � \ U O .r• STEAM SWR OP 0S--;101, 4 ,�' - + ` ® �� = UDERATED PER VAIL tv (--- FIRE REQUIREMENTS 2 3 ® ® ct_o �\ ® �` ,_ M OPEN \ °� ` � `' V) ® ® r Oo� \ 0 , o�. • TO ABOVE '�� A \ � �, CO( _ op HYDRANT FLOW DATA A 0 \ \ 74 5'-3 • 1V-0 D - I �� E. � � BATH (r----- ® o , \ ' UPp ›,4*- o`s - — — \ 0 �f� � ^ ' mSTATIC 120 psi 1 `V RESIDUAL 42.96 psi •• ir 0,-,-''' � BED4 "' 0 . r• , co • .>. a 8 �^ `��^ A\ o CO FLOW 1217 m 0 ® • ri 1 \ — T� — at, — — — — 9p ® § ® g F1 �, xZI1C ..�) A \ �' ,� 1 a� 1 � `4 \ \‘. Thomas M. Coakley, CET -6 I a T _ 0 y ° 2'-2. : 13-0 17-6 • I. \ Western States Fire Protection Co. ° I 1 1 1 - ° °�1'-6 o/•b2? o'I• \ ® NICET Leel III 1 _ 1 1 1 s'z� C'-834• ° e_3 0 , \0 �; ENTRY ��� a9 \ Registration#107852 MING N — °� \ OPEN ��0 ® Sprinkler System Layout .�. Ej ® •� 1'+ - ice' �r OFFICE cr REC ROOM - CONTRACT NUMBER 0• • CH0381 © I 0 e 0 0 0 . 0 0 0 0 °'-s CLO \ -s a$ CLO �\ Signa Z - GARAGE 1= _____} A ___, • A A DRAWING FILE NAME �� - m 332N1illCreek(ar-Design ,,, / N SHEET NUMBER LOWER LEVEL FIRST LEVEL 1 0 =4 8 0 2 4 8 /��7 , 1/8"= 1' 1/8"=1' — ,, , �- FP-1 0 =0►I 1 OF 1 10 OF pi_ e ....,,9"14,.. Ir 1 Hydraulic SummaryI kir r f Report Description:THIRD LEVEL-EN IA Job MMI 4 _ erl Job Number Design Engineer CH0381 Steve Allenfie Job Name: State Certification/License Number ,6 112. 332 Mill Creek Circle 18-S-05209 0.--i Address 1 AHJ 332 Mill Creek Circle Vail Fire And Emergency Services Vail Fire&Emergency Services Address 2 Job Site/Building 11/26/18 Vail,CO 81657 332 Mill Creek Circle Address 3 Drawing Name 332MillCreekCir-Design Sriltir— Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 25.60 at 27.295 Residential Manually Flowing Hose Allowance At Source Density Area of Application 0.00 0.10gpm/ft2 512ft2 Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gom) 2 256ft2 AutoPeak Results'Pressure For Remote Area(s)Adjacent To Most Remote Area Thomas M. Coakley, CET Western States Fire Protection Co. NICET Level III Registration#107852 Sprinkler System Layout Total Hose Streams 0.00 System Flow Demand Total Water Required(Including Hose Allowance) 53.53.5 9 53.59 Signa .• Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground I• 19.67 between nodes 12 and 13 / Maximum Velocity Under Ground se/ 5.70 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 59.19gal Supplies Hose Flow Static Residual ,,,, Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 120.000 42.960 1217.00 119.761 53.59 98.632 21.129 Contractor mi. Iii , Contractor Number Contact Name Contact Title 18-S-05209 Steve Allen PM Name of Contractor Phone Extension Western States Fire Protection 720-219-0574 Address 1 FAX 274 Center Drive Address 2 E-mail Glenwood Springs,CO.81601 Steve.Allen@wsfp.us Address 3 Web-Site ©M.E.P.CAD, Inc. > AutoSPRINK 2018 v14.1.4.0 11/21/2018 6:06:40AM Page 1 ]ill Hydraulic Analysis .5.4014iiize' . Report Description:THIRD LEVEL-EN IA Pipe Type Diameter Flow Velocity HWC Friction Loss Leng _ Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. L Upstream Total fie N. Route 1 BL 0.8110 25.60 15.90 150 0.476082 1 A ' QO)'ai 101 46-6 25.60 4.9 27.295 Sprinkler, 4'- 13 47'-0 35.957 E(1'-5),T(2'-9'/2) vaiRrA ELmergency S. ices BL 1.0550 53.59 19.67 150 0.518666 11102BA Pf 5.335 13 47'-0 27.99 35.957 Flow(q)from Route 2 Pe 12 47'-0 41.291 10'-3'/2 Pv BL 1.0550 25.79 9.46 150 0.134029 24'-10 Pf 6.240 12 47-0 41.291 T(4'-8) 21'-9 Pe 11 47'-0 47.531 EE(1'-6'/2),4E(1'-6'/2),2T(4'-8) 46-6'/2 Pv FR 1.0550 25.79 9.46 150 0.134029 13'-6 Pf 1.809 11 47'-0 47.531 Pe 5.853 10 33'-6 55.193 13'-6 Pv BL 1.0550 21.17 7.77 150 0.093038 33'-5'/2 Pf 4.412 10 33'-6 55.193 13'-11'/2 Pe 9 33'-6 59.605 2T(4'-8),2E(1'-6%),EE(1'-6'/2) 47'-5 Pv FR 1.0550 21.17 7.77 150 0.093038 11'-5 Pf 1.062 9 33'-6 59.605 Pe 4.949 8 22'-1 65.617 11'-5 Pv BL 1.0550 21.17 7.77 150 0.093038 12'-8 Pf 2.333 8 22'-1 65.617 12'-5 Pe 7 22'-1 67.949 2T(4'-8),2E(1'-6%) 25'-1 Pv FR 1.0550 28.53 10.47 150 0.161600 11'-0 Pf 2.530 7 22'-1 7.36 67.949 Flow(q)from Route 6 4'-8 Pe 4.769 6 11'-1 75.248 T(4'-8) 15'-8 Pv BL 1.0550 35.26 12.94 150 0.239143 12'-10'/2 Pf 4.191 6 11'-1 6.73 75.248 Flow(q)from Route 5 4'-8 Pe 5 11,-1 79.439 T(4'-8) 17'-6'/2 Pv FM 1.5270 53.59 9.39 150 0.085670 2'-10'/2 Pf 0.445 5 11'-1 18.32 79.439 Flow(q)from Route 3 2'-4 Pe 4 11'-1 79.884 E(2'-4) 5'-2'/2 Pv FR 1.5270 53.59 9.39 150 0.085670 6-6 Pf 11.057 4 11'-1 79.884 Pe 2.818 3 4'-7 93.759 BFP(-5.000), PRV(-5.500) 6'-6 Pv FR 2.0090 53.59 5.42 150 0.022522 4'-7 Pf 0.340 3 4'-7 93.759 10'-6 Pe 1.987 2 0'-0 96.086 BV(7'-10%), E(2'-7%) 15'-1 Pv UG 1.9590 53.59 5.70 150 0.025464 100'-0 Pf 2.546 2 0'-0 96.086 Pe 1 0'-0 98.632 Water Supply 100'-0 Pv 0.00 Hose Allowance At Source 1 53.59 faa Route 2 BL 0.8110 27.99 17.38 150 0.561439 2'-1'/2 Pf 3.551 102 46'-6 27.99 4.9 32.622 Sprinkler, 4'-2'/2 Pe -0.217 13 47'-0 35.957 E(1'-5),T(2'-9%) 6-4 Pv Route 3 FR 1.0550 32.42 11.90 150 0.204687 11'-5 Pf 2.337 18 33'-6 32.42 59.440 Flow(q)from Route 4 Pe 4.949 17 22'-1 66.726 11'-5 Pv BL 1.0550 25.06 9.20 150 0.127099 3'-5'/2 Pf 1.032 17 22'-1 66.726 4'-8 Pe 16 22'-1 67.759 T(4'-8) 8'-1'/2 Pv FR 1.0550 25.06 9.20 150 0.127099 11'-0 Pf 1.398 16 22'-1 67.759 Pe 4.769 15 11'-1 73.926 11'-0 Pv BL 1.0550 25.06 9.20 150 0.127099 2'-8'/2 Pf 0.345 15 11,-1 73.926 Pe 14 11'-1 74.271 2'-8'/2 Pv _ BL 1.0550 18.32 6.73 150 0.071242 64'-9'/2 Pf 5.168 14 11'-1 74.271 7'-9 Pe -0.000 5 11,-1 79.439 T(4'-8),EE(1'-6'/2),E(1'-6'/2) 72'-6'/2 Pv a Route 4 FR 1.0550 27.80 10.20 150 0.154038 13'-6 Pf 2.319 21 47'-0 45.763 1'-6'/2 Pe 5.853 20 33'-6 53.935 EE(1'-6'/2) 15'-0'/2 Pv BL 1.0550 27.80 10.20 150 0.154038 9'-7'/2 Pf 1.483 20 33'-6 53.935 Pe 19 33'-6 55.418 9'-7'/2 Pv ©M.E.P.CAD, Inc. ,:?4 AutoSPRINK 2018 v14.1.4.0 11/21/2018 6:05:35AM Page 2 ]ill Hydraulic Analysis Report Description:THIRD LEVEL-EN Pipe Type Diameter Flow Velocity HWC Friction Loss Leng _ Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. L Upstream Total ipr ry} BL 1.0550 32.42 11.90 150 0.204687 19 33'-6 4.62 55.418 Flow(q)from Route 7 5 �J X011 18 33'-6 59.440 19- .� Route 5 Vail Fire&Emergency S ices BL 1.0550 6.73 2.47 150 0.011175 1182.6 .1A Pf 0.977 14 11'-1 74.271 T(4'-8) 18'-7'/2 Pe -0.000 6 11'-1 75.248 EE(1'-6'/2),2E(1'-6'/2),2T(4'-8) 87'-5 Pv Route 6 BL 1.0550 7.36 2.70 150 0.013183 69'-51/2 Pf 1.223 17 22'-1 66.726 T(4'-8) 23'-31/2 Pe 7 22'-1 67.949 3T(4'-8), EE(1'-6'/2),2E(1'-61/2) 92'-9 Pv ao Route 7 BL 1.0550 4.62 1.69 150 0.005563 27'-111/2 Pf 0.225 10 33'-6 55.193 T(4'-8) 12'-5 Pe 19 33'-6 55.418 E(1'-6%),EE(1'-6'/2),T(4'-8) 40'-41/2 Pv Route 8 BL 1.0550 27.80 10.20 150 0.154038 18'-2 Pf 4.472 12 47'-0 25.79 41.291 Flow(q)from Route 1 10'-101/2 Pe 21 47'-0 45.763 E(1'-6'/2),2T(4'-8) 29'-01/2 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multipli= Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 p,,,,©M.E.P.CAD, Inc. ,:?-4AutoSPRINK 2018 v14.1.4.0 11/21/2018 6:05:35AM Page 3 AO OF gr. Hydraulic Analysis Report Description:THIRD LEVEL-EN tElr Pipe Type Diameter Flow Velocity HWC Friction Loss Leng Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. L Upstream Total 0dry Pipe Type Legend MMUnits LegendFittings 0 51 AO Arm-Over Diameter Inch ALV Alarm Valve j'ia03 1° BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing 11126„8&Emergency ices DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser g cplg Coupling Friction Loss psi/Foot MS Miscellaneous Cr Cross Run HWC Hazen-Williams Constant OR Outrigger CV Check Valve Pt Total pressure at a point in a pipe RN Riser Nipple DeIV Deluge Valve Pn Normalpressure atapoint in a pipe SP Sprig p p DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 11'/°Elbow Ee2 22%°Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 15 ©M.E.P.CAD, Inc. ,:?4AutoSPRINK 2018 v14.1.4.0 11/21/2018 6:05:35AM Page 4 ill-, Summary Of Outflowing Devices I ..,"„ . Report Description:THIRD LEVEL-EN .1 IA Actual Flow Minimum Flow K-Factor Pressure 4 _ Device (gpm) (gpm) (K) (psi) i''' p Sprinkler 101 25.60 25.60 4.9 _ 27.295 il' N. Sprinkler 102 27.99 25.60 4.9 _ 32.622 0 !1 b Most Demanding Sprinkler Data Vail Fire&Emergency S= ices 11/26/18 Lc)M.E.P.CAD, Inc. IIAutoSPRINK 2018 v14.1.4.0 11/21/2018 6:06:11AM Page 5 ° F I/4 1111-1ydraulic Graph AS : Report Description:THIRD LEVEL-EN Water Supply at Node 1 , 150 °j411701 Vail Fire&Emergency Sc ices 11/26/18 135 120 Static Pressure 120.000 105 53.59 @ 98.632 J 90 Q P 75 to to a 60_System demand curve 45 1217.00 @ 42.960 30 15 0 BI I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 150 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 120.000 Residual:Pressure 42.960 @ 1217.00 Available Pressure at Time of Test 119.761 @ 53.59 System Demand 98.632 @ 53.59 system Demand Qnclud,ng Hose Allowance at Source) 98.632 @ 53.59 1[f©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 11/21/2018 6:06:26AM Page 6