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HomeMy WebLinkAboutF10-0096TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES OWNER APPLICANT CONTRACTOR SPRINKLER PERMIT Permit #: Job Address: 181 W MEADOW DR VAIL Status ... : Location.....: VVMC Applied..: Parcel No...: 210107101013 Issued . . Project No Expires. .: VAIL CLINIC INC 11/16/2010 IN CARE OF VAIL VALLEY MEDICAL CENTER PO BOX 40000 VAIL CO 81658 WESTERN STATES FIRE 7026 S TUCSON WAY ENGLEWOOD CO 80112 License: 338 -S WESTERN STATES FIRE 7026 S TUCSON WAY ENGLEWOOD CO 80112 License: 338 -S F 10 -0096 ISSUED 11/16/2010 11/29/2010 PROTECTI 11/16/2010 Phone: 303 - 792 -0022 PROTECTI 11/16/2010 Phone: 303 - 792 -0022 Desciption: CHANGES TO FIRE SPRINKLER SYSTEM FOR REMODEL SPACE (STEADMAN PHILIPPON RESEARCH LAB, AKA BIO MEDICAL LAB) Valuation: $27,025.00 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical --- > $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $1,580.56 Plan Check --- > $432.00 DRB Fee --------------------- > $0.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 TOTAL FEES--------- - - - - -> $1,580.56 Total Permit Fee ---------- > $1,580.56 Will Call - - - - -> $0.00 Payments------------------- > $1,580.56 BALANCE DUE --------- > $0.00 ************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 11/22/2010 mvaughan Action: AP note: Field correct spacing issues noted on plans. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 53 (FIRE 2007) Monitored fire sprinkler system required and shall comply with NFPA 13 (2007) and VFES Standards. ************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970 - 479 -2252 FROM 8:00 AM - 5 PM. SIGNATURE OFF /OWNER'OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADOCopy Reprinted on 11 -29 -2010 at 11:29:11 11/29/2010 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100001914 Amount: $1,580.56 11/29/201011:22 AM Payment Method: Check Init: BG Notation: ----------------------------------------------------------------------------- Permit No: F10 -0096 Type: SPRINKLER PERMIT Parcel No: 2101- 071 - 0101 -3 Site Address: 181 W MEADOW DR VAIL Location: VVMC Total Fees: $1,580.56 This Payment: $1,580.56 Total ALL Pmts: $1,580.56 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 1,148.56 PF 00100003112300 PLAN CHECK FEES 432.00 Department of Community Development ._ 75 South Frontage Road . �w �� + ' ,..� ',''• Vail, Colorado 81657 Tel: 970 -479 -2128 Fax: 970 - 479 -2452 ` Web: www.vailgov.com eyelopment Review Coordinator am FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: 1. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp 2. Equipment cut sheets of materials 3. Hydraulic calculations 4. A State of Colorado contractor registration number 5. Plans must be submitted by a Registered Fire Protection Contractor Project Street Address: 181 W. Meadows Dr. 1310-LAB (Number) (Street) (Suite #) Building /Complex Name: Vail Valley Medical Center Contractor Information: Company: Western States Fire Protection Company Address: 7026 S. Tuscan Way City: Centennial State: CO Zip Contact Name: Joe Hayden existing dry valve to mechanical room Contact Phone: 303 - 549 -8979 (use additional sheet if necessary) E -Mail joe.hayden @wsfp.us Town of Vail Contractor Registration No.: 338 -S X /� a Contractor Signature (required) (A Office Use: Project #: r Q pj I0` p q0 Q Building Permit #: Al 1) — () 1 t o Sprinkler Permit #: 1 1 O — 009 lD Lot #: Block # Subdivision: Detailed Description of Work: Add / R e locate /Plug sprinkler heads due to tenant remodel, relocate Detailed Location of Work: Work will be preformed in Bio - Lab, Steadman Phillipon Research Institute. Does a Monitored Fire Alarm Exist? Yes (v) No ( ) Does a Sprinkler System Exist? Yes ( .,) No( ) Property Information Work Class: Parcel #: 210107101013 (For parcel #, contact Eagle County Assessors Office at 970- 328 -8640 or New( )Addition ( ) Remodel(, Repair( ) visit www.eaglecounty.us /patie) Retro -Fit ( ) Other( ) Tenant Name: Vail Valley Medical Center Owner Name: Vail Clinic Inc Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: $27,025.00 C2 � 15%0. sc� Type of Building: Single - Family ( ) Duplex ( ) Multi - Family ( ) Commercial Restaurant ( ) Other ( ) Date Received: FRD IJ M IQV 16 2010 TOWN OF VA I L 01- Feb -l0 r l Hydraulic Overview Job Number: CS1000 - SPR-INST Report Description: Liaht Hazard Job .e H.,ro.r CS1000 a. N.rro. STEADMAN PHILLIPON RES -INST Plwm pqy e.naa 1 181 W. MEADOWS DRIVE State c.NRrcaE. -... N.- rasa 1 AHJ cM VAIL 5bU CO Zip coo. 81658 Joe 51. System N-' 0.100gpm /ft' Ar.s of Ayprc. — 930.0oft' (Actual 1040.75ft M . D-.' v Di.p s' wn H... sa.a.a 5.6 K Factor 14.82 at 7.000 100.00 cw.na• v.r sw 144.00ft' N.rro., a spr — . c-- 10 System --r. D.rrwntl 31.969 Sy- - pnnM 172.87 one Dem.M 272.87 @ 31.969 Pr.ssun R..ua +86.910 (73.1 %) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psi) K- Factor(K) Flow(gpm) 1 548.84 100.00 132.000 84 200 Brian Houser Westem States Fire Protection Co. Nicet Level III Registration #121351 NOV 1 5 2010 Sprinkler tem LaynU Signature ` CS1000 SPR INSTITUE.cad Supply at Node 1 (548.84, 100.00, 132.000, 84.200) 150 135 tatic Pressure 132 120 105 s0 n � IYCay �i,•�a ri H •. �� 90 ti 75 548.84 84.200 - d 60 e 172.87 31.969 E 30 2— - S tern demand curve c < 7 n n i 15 0 " W&0 400 500 600 700 800 900 1000 Water flow, gpm L. 0 M.E.P.CAD, Inc. 1 :6 AutoSPRINK® VR7 v7.1.7 11/15/2010 3:57:29PM Page 1 n ay Hydraulic Summary Job Number: CS1000 - SPR -INST Report Description: Light Hazard Job — Nvmm, CS1000 G.,rov Exam.., —N.m, STEADMAN PHILLIPON RES -INST —1— 1 181 W. MEADOWS DRIVE AH, cry VAIL s.t. CO ziv Goa 81658 o,.wipy N.m. CS1000 SPR INSTITUE.cad System Remote Area(s) uon o.m..apy sw.+H aH 5.6 K- Factor 14.82 at 7.000 — p. - Y Light Hazard roe sort,. SPR -INST Hos. Amvw nc.. sour. 100.00 C.nsity 0.100gpm /ft .. of Appk.- 930.00ft (Actual 1040.75ft AMO 1 Hos. Sup - Node Flow m Humb.r 01 SwigNn C.k 1-4 10 Cov.r.p. P., s­— 144.00ft AuI k R.... P —. For R.— Ma(.) AE). —T. N.q R-- Left: 31.969 Right: 31.969 .m .... 100.00 sy-- D.rruM 172.87 Tpbl W.M1r R.RUinE �Ir,dutiny H... Albv..n.� 272.87 M..,m,m w..w. upe.l.pp. ip ipvv 0.000 ­-- Am.. Gm.m 12.86 between nodes 20 and 3 ..mum V.IOCM UM.r G,ouM oluma c wcM of VJ.1 Pips 493.27gal V.Iw. ..atY pl QY Pips Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required ( Safety Margin (psi) 1 100.00 132.000 84.200 548.84 118.879 272.87 31.969 1 86.910 Contractor 22 JEFFHAGAN PM ,m, or wm..ap, N WESTERN STATES FIRE PROTECTION Pnu,v 303 - 792 -0022 E,mp.wp 115 —1.1. 1 7026 S TUSCON WAY FAX 303 - 792 -9049 de — 2 E —1 jeff.hagan @wsfp.us crt CENTENNIAL sta. CO zip coa 80112 w.o-sn. www.wsfp.com L, 0 M.E.P.CAD, Inc. JllAutoSPRINK® VR7 v7.1.7 11/15/2010 3:57:41PM Page 2 .4 Summary Of Outflowing Devices Job Number: CS1000 - SPR-INST Report Description: Light Hazard Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi Sprinkler 512 15.42 14.40 5.6 7.581 Sprinkler 514 16.91 14.40 5.6 9.116 Sprinkler 519 14.82 14.40 5.6 7.000 Sprinkler 528 17.15 14.40 5.6 9.380 Sprinkler 540 15.68 14.40 5.6 7.836 Sprinkler 539 17.87 14.40 5.6 10.185 Sprinkler 549 17.12 14.40 5.6 9.347 Sprinkler 537 18.86 14.40 5.6 11.348 Sprinkler 553 18.55 14.40 5.6 10.975 Sprinkler 554 20.49 14.40 5.6 13.386 Most Demanding Sprinkler Data L. 0 M.E.P.CAD, Inc. ;jj AUtoSPRINK® VR7 v7.1.7 11/15/2010 3:57:48PM Page 3 Node Analysis Job Number. CS1000 - SPR -INST Report Description: Light Hazard Node Elevation Foot Fittings Pressure (psi) Dischar m 4 11'-6 T 5' -0 7.262 5 11'-6 T 5' -0 9.073 6 11' -6 T 5' -0 7.416 7 11' -6 T 5' -0 9.374 9 11'-6 T 5' -0 8.299 8 11'-6 T 5' -0 10.290 10 11' -6 T 5' -0 9.891 2 11' -6 T 5' -0 11.612 3 11' -6 T 5' -0 10.971 11 11' -6 T 5' -0 13.439 12 8' -1'/. PO10' -0 15.706 13 8'-4 PO10' -0 15.514 14 8'-6% PO10' -0 15.321 15 8' -9' /a PO10' -0 15.128 16 9' -0% PO10' -0 14.936 17 9' -3% PO10' -0 14.743 18 11' -6 E 4' -0 13.086 19 9'-6 PO10' -0 14.551 20 11' -6 E 4' -0 12.888 21 9' -8% PO10' -0 14.415 22 11'-6 E 4' -0 13.587 23 9' -11'/ PO10' -0 14.315 512 8'-6 S r -7.581 7.581 15.4 514 8' -3 S r -9.116 9.116 16.91 519 11' -6 S r -7.000 7.000 14.8 528 8' -3 S r -9.380 9.380 17.1 540 11' -6 S r -7.836 7.836 15.6 539 8' -3 S r- 10.185 10.185 17.8 549 11' -6 S r -9.347 9.347 17.1 537 8' -3 S r - 11.348 11.348 18.8 553 8' -3 S r - 10.975 10.975 18.5 554 8' -3 S r - 13.386 13.386 20.4 L ® M.E.P.CAD, Inc. NJ AutoSPRINKO VR7 v7.1.7 11/15/2010 3:57:55PM Page 4 �� Hydraulic Analysis Job Number. CS1000 - SPR -INST Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary dD ••••• Route I..... BL 1.0490 Q =14.82 5.50 C =120 0.074703 0'- Pf 0.416 519 6 11'-6 11' -6 q =14.82 K =5.6 7.000 7.416 Spr(- 7.000) T(5' -0) 5' 5'- Pe Pv BL 1.3800 Q =30.24 6.49 C =120 0.073517 12'- Pf 0.882 6 9 11' -6 11' -6 7.416 8.299 12'- Pe Pv BL 1.3800 Q =45.91 9.85 C =120 0.159220 1W-C Pf 1.592 9 10 11'-6 11' -6 8.299 9.891 10 Pe Pv BL 1.6100 Q =63.03 9.93 C =120 0.135083 8'- Pf 1.081 10 3 11'-6 11' -6 9.891 10.971 8'-C Pe Pv BL 1.6100 Q =81.58 12.86 C =120 0.217713 4' -9 Pf 1.916 3 20 11'-6 11' -6 10.971 12.888 E(4' -0) 4'- 8' -9 Pe Pv RN 2.0670 Q =81.58 7.80 C =120 0.064479 1' -91, Pf 0.759 20 21 11' -6 9' -8% 12.888 14.415 PO(10' -0) 10'- 11' -9Y Pe Pv 0.768 FM 4.2600 Q= 102.07 2.30 C =120 0.002883 12'- Pf 0.035 21 19 9' -8% 9'-6 14.415 14.551 12'-C Pe Pv 0.101 FM 4.2600 Q= 172.87 3.89 C =120 0.007642 1T-C Pf 0.092 19 17 9' -6 9' -3% 14.551 14.743 12'-C Pe Pv 0.101 FM 4.2600 Q= 172.87 3.89 C =120 0.007642 12'- Pf 0.092 17 16 9' -3'% 9' -0'% 14.743 14.936 12!-C Pe Pv 0.101 FM 4.2600 Q= 172.87 3.89 C =120 0.007642 1T-C Pf 0.092 16 15 9' -0% 8' -9'/ 14.936 15.128 12'- Pe Pv 0.101 FM 4.2600 Q= 172.87 3.89 C =120 0.007642 12' -OY Pf 0.092 15 14 8' -9'/: 8' -6% 15.128 15.321 12' -0'/ Pe Pv 0.101 FM 4.2600 Q= 172.87 3.89 C =120 0.007642 12'-C Pf 0.092 14 13 8'-6% 8'-4 15.321 15.514 12'- Pe Pv 0.101 FM 4.2600 Q= 172.87 3.89 C =120 0.007642 12'-C Pf 0.092 13 12 8'-4 8'-1'/. 15.514 15.706 12'- Pe Pv 0.101 FM 4.2600 0= 172.87 3.89 C =120 0.007642 244'4 Pf 6.681 12 1 8'-l% -14' -0 15.706 31.969 12E(13' -2), 2T(26' -4), BV(1V- 9' /z), 2f( -0.000), BFP(- 3.000), LtE(7' -10 %), GV(2'- 7' /z), S 237'- 481'4 Pe Pv 9.581 v••••• Route 2••••• DR 1.0490 Q =15.42 5.72 C =120 0.080422 5' -2 Pf 0.981 512 4 8'-6 11'-6 q =15.42 K =5.6 7.581 7.262 Spr(- 7.581) E(2' -0), T(5' -0) 7'- 12' -2 Pe -1.301 Pv BL 1.3800 Q =15.42 3.31 C =120 0.021152 7' -3Y Pf 0.154 4 6 11' -6 11'-6 7.262 7.416 7' -3 Pe Pv o••••• Route 3••••• BL 1.0490 Q =15.68 5.82 C =120 0.082924 0'- Pf 0.462 540 9 11' -6 11' -6 q =15.68 K =5.6 7.836 8.299 Spr(- 7.836) T(5' -0) 5'- 5'- Pe Pv 60 ..... Route 4••••• DR 1.0490 0=16.91 6.28 C =120 0.095374 7' Pf 1.366 514 5 8' -3 11'-6 q =16.91 K =5.6 9.116 9.073 Spr(- 9.116) E(2' -0), T(5' -0) 7'- 14' Pe -1.409 Pv BL 1.3800 Q =16.91 3.63 C =120 0.025084 12'- Pf 0.301 5 7 11'-6 1 V-6 9.073 9.374 12'- Pe Pv BL 1.3800 Q =34.06 7.31 C =120 0.091635 10'- Pf 0.916 7 8 11'-6 1 V-6 9.374 10.290 10 Pe Pv BL 1.6100 Q =51.93 8.18 C =120 0.094395 W-C Pf 1.322 8 2 11' -6 11' -6 10.290 11.612 W-C Pe Pv BL 1.6100 Q =70.80 11.16 C =120 0.167463 4' -9'/ Pf 1.474 2 18 11' -6 11' -6 11.612 13.086 E(4' -0) 4'- 8' -9'/ Pe Pv L, 0 M.E.P.CAD, Inc. !M AutoSPRINKO VR7 v7.1.7 11/15/2010 3:58:06PM Page 5 m Hydraulic Analysis Job Number. CS1000 - SPR -INST Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 Q =70.80 6.77 C =120 0.049597 2'-0 Pf 0.595 18 19 11' -6 9' -6 13.086 14.551 PO(10' -0) 10'-0 IT-O Pe 0.869 Pv o••••• Route 5••••• BL 1.0490 Q =17.12 6.36 C =120 0.097608 V-1 Pf 0.544 549 10 11'-6 11' -6 q =17.12 K =5.6 9.347 9.891 Spr(- 9.347) T(5' -0) 5'- 5'- Pe Pv 40 ••••• Route 6••••• DR 1.0490 Q =17.15 6.37 C =120 0.097930 7' Pf 1.403 528 7 8' -3 1 V-6 q =17.15 K =5.6 9.380 9.374 Spr(- 9.380) E(2' -0), T(5' -0) T-O 14'4 Pe -1.409 Pv ®••••• Route 7••••• DR 1.0490 Q =17.87 6.63 C =120 0.105682 7' Pf 1.514 539 8 8' -3 11' -6 q =17.87 K =5.6 10.185 10.290 Spr(- 10.185) E(2' -0), T(5' -0) 7'- 14' Pe -1.409 Pv 4�••••• Route 8••••• DR 1.0490 Q =18.55 6.89 C =120 0.113243 5'- Pf 1.405 553 3 8' -3 11' -6 q =18.55 K =5.6 10.975 10.971 Spr(- 10.975) E(2' -0), T(5' -0) 7'- 12'- Pe -1.409 Pv w••••• Route 9••••• DR 1.0490 Q =18.86 7.00 C =120 0.116792 7' Pf 1.673 537 2 8' -3 11' -6 q =18.86 K =5.6 11.348 11.612 Spr(- 11.348) E(2' -0), T(5' -0) 7'- 14' Pe -1.409 Pv 4r••••• Route 10••••• DR 1.0490 Q =20.49 7.61 C =120 0.136074 3'- Pf 1.462 554 11 8' -3 11'-6 q =20.49 K =5.6 13.386 13.439 Spr(- 13.386) E(2' -0), T(5' -0) 7'- 10'- Pe -1.409 Pv BL 1.6100 Q =20.49 3.23 C =120 0.016893 4' -91/ Pf 0.149 11 22 11'-6 11' -6 13.439 13.587 E(4' -0) 4'- 8' -9'/ Pe Pv RN 2.0670 Q =20.49 1.96 C =120 0.005003 V -6 Pf 0.058 22 23 11'-6 9' -11' /z 13.587 14.315 PO(10' -0) 10'- 11' -6'/ Pe 0.670 Pv FM 4.2600 Q =20.49 0.46 C =120 0.000148 11'- Pf 0.002 23 21 9' -11 9' -8% 14.315 14.415 11'- Pe 0.098 PV Equivalent Pipe Lengths of Valves and Fittings (C =120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 L 0 M.E.P.CAD, Inc. ,gy AutoSPRINKO VR7 v7.1.7 11/15/2010 3:58:06PM Page 6 41 Hydraulic Analysis Job Number: CS1000 - SPR -INST Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend Diameter Inch ALV Alarm Valve Elevation Foot AngV Angle Valve Flow gpm b Bushing Discharge gpm BaIV Ball Valve Velocity fps BFP Backflow Preventer Pressure psi BV Butterfly Valve Length Foot C Cross Flow Turn 90° Friction Loss psi /Foot cplg Coupling HWC Hazen - Williams Constant Cr Cross Run Pt Total pressure at a point in a pipe CV Check Valve Pn Normal pressure at a point in a pipe DeIV Deluge Valve Pf Pressure loss due to friction between points DPV Dry Pipe Valve Pe Pressure due to elevation difference between indicated points E 90° Elbow Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11%.° Elbow Ee2 22'/1' Elbow f Flow Device fall 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap L, ©M.E.P.CAD, Inc. �� AutoSPRINK® VR7 v7.1.7 11/15/2010 3:58:06PM Page 7 i Hydraulic Graph a Job Number. CS1000 - SPR -INST Report Descriotion: Liaht Hazard Supply at Node 1 so 1 tatic Pressure 132.000 120 - — - - - -- - - -- - - -- 105 90 84 84.200 Q Q6 we 75 LD CL 60 45 30 172.87 31.969 272.87 with hose stream System demand curve 15 0 g 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm .o.- Well Supply at Node 1 slx r.ww. 132.000 R— R ... 548.84 @ 84.200 — A-.— 9 ri a T..1 118.879 @ 272.87 sy— am.lm 172.87 @ 31.969 $yfl.m pm.M IlndwM M... Nbvnrc.) 272.87 @ 31.969 L, 0 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 11/15/2010 3:58:15PM Page 8 VAIL FIRE DEPARTMENT CONVERSION FACTORS FOR COMPUTATION OF AVAILABLE FIRE FLOWS FROM FIRE HYDRANTS The following conversion factors need to be applied to the results of fire flow tests conducted within the Town of Vail. The conversion factor is applied to the results to compensate for "peak demand." The conversion factors are listed for each month in which a fire flow test is conducted. The factor shown as Q d is multiplied against the gallons per minute flowing p �GPM), represented by " Q " in Freeman's formula Q = (29.71 d x Qpkd' CONVERSION FACTORS (Qpkd) Month in which Flow Test was conducted ....... Factor (Qpkd) January .............. .........................60.89% February ............. .........................58.66% March ................ .........................74.79% April ................ .........................53.32% May .................. .........................56.21% June................. .........................81.16% July ........... ............................... 100% August ............... .........................83.23% September ............ .........................68.12% Oct ober .............. .........................46.99% November ............. .........................38.06% December ............. .........................82.22% FLOW TEST INFO -- STAT PRESSURE _ 172 RESIDUAL PRESSURE 124 ROW 1168 gpm FLOW INFORMATION PROVIDED SV VAL FIRE DEPARTME ON *242008 VAIL FIRE DEPARTMENT FIREFLOW ADJUSTMENTS 1166 GPM . 46 99 - 548 84 GPM 1166.29.7 r 625: P r 45.99% a(11681 46S9i ; 29 7 11 i 6.251` . 84 2 PSI ADJUSTED FLOW TEST INFO STATIC PRESSURE 132psi RESIDUAL PRESSURE 842psi FLOW 548.84 ;pm EXAMPLE: A flow test is conducted in March. The results indicate a static pressure of 135 PSI, residual pressure 90 PSI, with 1600 GPM flowing. The flow rate of 1600 GPM is multiplied by the conversion factor (Q ) for March, 74.79% (1600 GPM x 74.79% _ 1197 GPM). NOTE: T 1600 GPM has been reduced from 1761 GPM by the coefficient of discharge, .90. Recompute the pressure using Freeman's formula, by replacing the value for Q (1600), with the new Q value (1197), to derive the new derated residual pressure (tl /' P , in order to allow for peak demand (1197 = 29.7 x d f P). Given d is a constant (6.25), the new pressure is = [(1197/29.71)/6.25] = 44.55 P SPRI 181 WEST MEADOWS DR. VAIL CO 81658