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HomeMy WebLinkAboutThe Hadley Residence Hydraulic Calculations HYDRAULIC CALCULATION SUBMITTAL FOR HADLEY RESIDENCE 1127 Vail Valley Drive Vail, Colorado 81657-5141 Platte Valley Fire Protection, Inc. State Lic. #11-501 P.O. Box #809 Wellington, CO 80549 (970)568-3178 platteva@frii.com ðèóïïóîðïï TABLE OF CONTENTS Hydraulic Calculations 1. Area #1 Great Room 2. Area #2 Bedroom #4 3. Area #3 Mud Room 4. Area #4 Bridge Area 5. Area #5 Hearth Room 6. Flow Test Report 7. Vail Fire & Emergency Services Fire Flow Adjustments Hydraulic Overview Job Number: 11-8 Report Description: Area #1 Great Room Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) 1 1325.00 91.800 86.400 Identifier Pressure(psi) K-Factor(K) Flow(gpm) BASE OF RISER 76.165 6.77 59.10 ANTI-FREEZE LOOP 28.900 10.99 59.10 Job System Supplies Check Point Gauges 11-8 Matt Gillespie The Hadley Residence 1127 Vail Valley Drive (970)420-8836 (970)454-1561 Hadley ResFinal FP-2 -4.cad Vail Fire & Emergency Services Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 59.10 @83.069 Supply at Node 1 (1325.00, 0.00, 91.800, 86.400) 0.100gpm/ft² 4.9 K-Factor 14.50 at 8.757 144.00ft² 83.069 100.00ft² (Actual 263.93ft²) 0.00 459.10 Density +8.714 (9.5%) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® ® VR8 v8.1.11 08/10/2011 2:19:04PM Page 1 Hydraulic Summary Report Description: Area #1 Great Room Job Number: 11-8 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 91.800 86.400 1325.00 91.783 59.10 83.069 8.714 Job Number Design Engineer Total Water Required (Including Hose Allowance) 59.10 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 91.00gal Residential 0.100gpm/ft² 144.00ft² 100.00ft² (Actual 263.93ft²) 4 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix Volume capacity of Wet Pipes Volume capacity of Dry Pipes 10.35 between nodes 4 and 282 Maximum Velocity Under Ground 14.49 between nodes 43 and 29 Maximum Velocity Above Ground 4.9 K-Factor 14.50 at 8.757 Most Demanding Sprinkler Data System Job Site/Building 1127 Vail Valley Drive Vail Fire & Emergency Services AHJ The Hadley Residence Job Job Name: State Certification/License Number 11-8 Matt Gillespie Contractor Contractor Number 06-02 Name of Contractor: Platte Valley Fire Protection, Inc Address 1 P. O. Box #809 Address 2 Contact Name Contact Title Press. Phone Extension (970)568-3178 FAX (970)568-7275 E-mail platteva@frii.com Web-Site www.pvfpinc.com Scott Gillespie Address 3 Wellington, CO 80549 Address 1 Address 2 Drawing Name Hadley ResFinal FP-2 -4.cad System Flow Demand 59.10 Remote Area(s) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:14PM Page 2 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Area #1 Great Room Job Number: 11-8 Sprinkler 101 14.50 14.50 4.9 8.757 0.101gpm/ft² Sprinkler 102 14.52 14.50 4.9 8.777 0.101gpm/ft² Sprinkler 103 14.67 14.50 4.9 8.961 0.102gpm/ft² Sprinkler 104 15.42 14.50 4.9 9.900 0.107gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:20PM Page 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) Node Analysis Report Description: Area #1 Great Room Job Number: 11-8 1 -6'-0 S 83.069 59.10 101 34'-3 Spr(-8.757) 8.757 14.50 102 34'-3 Spr(-8.777) 8.777 14.52 103 34'-3 Spr(-8.961) 8.961 14.67 104 34'-3 Spr(-9.900) 9.900 15.42 4 2'-0 CV, BASE OF RISER 76.165 29 25'-11 E(2'-0), ANTI-FREEZE LOOP 28.900 43 31'-11 28.803 50 32'-2 23.706 58 33'-11 T(5'-0) 21.785 76 34'-8 T(3'-0) 15.383 78 35'-2 T(3'-0), Tr(1'-0) 9.060 79 35'-2 T(3'-0) 8.845 80 35'-2 T(3'-0), Tr(1'-0) 8.867 96 34'-8 T(3'-0) 10.174 117 21'-10 T(5'-0) 43.713 133 21'-10 Tr(1'-0), T(3'-0) 45.917 139 21'-10 E(8'-0), T(6'-0) 43.488 165 21'-10 T(8'-0) 47.466 169 21'-10 T(3'-0) 47.563 175 21'-10 T(6'-0) 47.461 176 21'-10 T(5'-0) 50.388 190 21'-10 Tr(1'-0), T(3'-0) 50.446 197 21'-10 T(3'-0), Tr(1'-0) 50.465 199 21'-10 T(3'-0), Tr(1'-0) 50.518 216 10'-7 C(5'-0), Tr(1'-0) 56.122 229 10'-7 56.400 237 10'-1 56.380 250 10'-1 T(2'-0) 56.462 251 10'-1 E(8'-0) 56.134 282 10'-1 T(3'-6), Tr(0'-6) 57.029 283 10'-1 T(3'-0), Tr(1'-0) 56.539 294 10'-7 55.636 324 10'-7 T(5'-0) 55.523 327 10'-1 T(3'-0), Tr(1'-0) 55.778 346 10'-7 T(5'-0), Tr(1'-0) 55.506 371 10'-7 T(3'-0) 55.484 391 10'-7 T(3'-0) 55.547 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:26PM Page 4 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #1 Great Room • • • • • Route 1 • • • • • Pf Pe Pv DR 0.8740 14.50 7.75 0.115542 1'-4 0.503 101 34'-3 14.50 4.9 8.757 Sprinkler, 3'-0 -0.414 79 35'-2 8.845 T(3'-0) 4'-4 150 Pf Pe Pv BL 1.1010 3.61 1.22 0.002867 6'-7 0.022 79 35'-2 8.845 1'-0 -0.000 80 35'-2 8.867 Tr(1'-0) 7'-7 150 Pf Pe Pv BL 1.1010 18.13 6.11 0.056727 7'-3 1.091 80 35'-2 14.52 8.867 Flow (q) from Route 2 12'-0 0.217 96 34'-8 10.174 E(7'-0), T(5'-0) 19'-3 150 Pf Pe Pv BL 1.1010 33.55 11.30 0.177127 38'-7 11.263 96 34'-8 15.42 10.174 Flow (q) from Route 4 25'-0 0.348 58 33'-11 21.785 2EE(1'-0), 4Tr(1'-0), 2E(7'-0), T(5'-0) 63'-7 150 Pf Pe Pv BL 1.3940 59.10 12.42 0.160062 5'-3 1.159 58 33'-11 25.56 21.785 Flow (q) from Route 3 2'-0 0.762 50 32'-2 23.706 EE(2'-0) 7'-3 150 Pf Pe Pv BL 1.2910 59.10 14.49 0.232615 6'-9 2.492 50 32'-2 23.706 4'-0 2.701 29 25'-11 28.900 2E(2'-0), ANTI-FREEZE LOOP 10'-9 150 Pf Pe Pv BL 1.2910 59.10 14.49 0.232615 6'-9 2.504 29 25'-11 28.900 4'-0 -2.601 43 31'-11 28.803 sCV, 2E(2'-0), BalV 10'-9 150 Pf Pe Pv BL 1.3940 59.10 12.42 0.160062 20'-5 10.314 43 31'-11 28.803 44'-0 4.371 139 21'-10 43.488 2Tr(1'-0), 3T(6'-0), 3E(8'-0) 64'-5 150 Pf Pe Pv BL 1.3940 51.18 10.76 0.122640 10'-10 2.429 139 21'-10 43.488 9'-0 133 21'-10 45.917 C(6'-0), 3Tr(1'-0) 19'-10 150 Pf Pe Pv BL 1.3940 41.51 8.73 0.083264 9'-7 1.544 133 21'-10 45.917 Tr(1'-0) 9'-0 175 21'-10 47.461 2Tr(1'-0), T(6'-0) 18'-7 150 Pf Pe Pv BL 1.3940 40.07 8.42 0.078005 13'-11 3.579 175 21'-10 47.461 32'-0 5.094 251 10'-1 56.134 4E(8'-0) 45'-11 150 Pf Pe Pv BL 1.2910 40.07 9.82 0.113364 0'-7 0.405 251 10'-1 56.134 3'-0 283 10'-1 56.539 T(3'-0) 3'-7 150 Pf Pe Pv BL 1.5270 49.74 8.71 0.074643 3'-1 0.490 283 10'-1 9.67 56.539 Flow (q) from Route 6 3'-6 282 10'-1 57.029 T(3'-6) 6'-7 150 Pf Pe Pv BL 1.5270 59.10 10.35 0.102696 11'-3 15.631 282 10'-1 9.36 57.029 Supply, 6'-0 3.504 4 2'-0 76.165 T(3'-6), E(2'-6), BFP(-13.857), CV, BASE OF RISER 17'-3 150 Pf Pe Pv UG 2.0090 59.10 5.98 0.026998 101'-3 3.436 4 2'-0 76.165 Supply, 26'-0 3.468 1 -6'-0 83.069 6E(3'-6), T(5'-0), GV, S 127'-3 150 59.10 0.00 Hose Allowance At Source 1• • • • • Route 2 • • • • • Pf Pe Pv DR 0.8740 14.52 7.76 0.115794 1'-4 0.504 102 34'-3 14.52 4.9 8.777 Sprinkler, 3'-0 -0.414 80 35'-2 8.867 T(3'-0) 4'-4 150 • • • • • Route 3 • • • • • Pf Pe Pv DR 0.8740 14.67 7.84 0.118034 1'-4 0.514 103 34'-3 14.67 4.9 8.961 Sprinkler, 3'-0 -0.414 78 35'-2 9.060 T(3'-0) 4'-4 150 Pf Pe Pv BL 0.8740 25.56 13.67 0.329705 8'-6 6.106 78 35'-2 9.060 10'-0 0.217 76 34'-8 15.383 E(7'-0), T(3'-0) 18'-6 150 Pf Pe Pv BL 1.1010 25.56 8.61 0.107098 32'-6 6.054 76 34'-8 15.383 24'-0 0.348 58 33'-11 21.785 2EE(1'-0), 3Tr(1'-0), 2E(7'-0), T(5'-0) 56'-6 150 • • • • • Route 4 • • • • • Pf Pe Pv DR 0.8740 15.42 8.24 0.129434 0'-8 0.472 104 34'-3 15.42 4.9 9.900 Sprinkler, 3'-0 -0.198 96 34'-8 10.174 T(3'-0) 3'-8 150 • • • • • Route 5 • • • • • © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:32PM Page 5 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #1 Great Room Pf Pe Pv BL 0.8740 9.36 5.01 0.051437 32'-7 3.682 169 21'-10 1.44 47.563 Flow (q) from Route 18 39'-0 4.877 216 10'-7 56.122 5E(7'-0), 4Tr(1'-0) 71'-7 150 Pf Pe Pv BL 1.1010 9.36 3.16 0.016708 15'-8 0.278 216 10'-7 56.122 1'-0 229 10'-7 56.400 Tr(1'-0) 16'-8 150 Pf Pe Pv BL 1.0550 9.36 3.44 0.020568 13'-7 0.413 229 10'-7 56.400 6'-6 0.217 282 10'-1 57.029 2E(2'-0), T(2'-0), Tr(0'-6) 20'-1 150 • • • • • Route 6 • • • • • Pf Pe Pv BL 1.1010 1.47 0.49 0.000542 14'-1 0.022 371 10'-7 55.484 27'-0 346 10'-7 55.506 3E(7'-0), Tr(1'-0), T(5'-0) 41'-1 150 Pf Pe Pv BL 1.1010 4.02 1.35 0.003498 6'-8 0.041 346 10'-7 2.55 55.506 Flow (q) from Route 7 5'-0 391 10'-7 55.547 T(5'-0) 11'-8 150 Pf Pe Pv BL 1.3940 4.02 0.85 0.001109 4'-4 0.015 391 10'-7 55.547 9'-0 0.217 327 10'-1 55.778 E(8'-0), Tr(1'-0) 13'-4 150 Pf Pe Pv BL 1.1010 5.29 1.78 0.005805 46'-8 0.602 327 10'-1 1.27 55.778 Flow (q) from Route 15 57'-0 237 10'-1 56.380 7E(7'-0), 8Tr(1'-0) 103'-8 150 Pf Pe Pv BL 1.0550 5.29 1.94 0.007146 7'-5 0.082 237 10'-1 56.380 4'-0 250 10'-1 56.462 E(2'-0), T(2'-0) 11'-5 150 Pf Pe Pv BL 1.2910 9.67 2.37 0.008163 8'-5 0.077 250 10'-1 4.38 56.462 Flow (q) from Route 10 1'-0 -0.000 283 10'-1 56.539 Tr(1'-0) 9'-5 150 • • • • • Route 7 • • • • • Pf Pe Pv BL 1.1010 2.55 0.86 0.001510 30'-7 0.111 199 21'-10 50.518 43'-0 4.877 346 10'-7 55.506 5E(7'-0), 3Tr(1'-0), T(5'-0) 73'-7 150 • • • • • Route 8 • • • • • Pf Pe Pv BL 1.1010 5.64 1.90 0.006553 13'-3 0.257 176 21'-10 50.388 26'-0 4.877 324 10'-7 55.523 3E(7'-0), T(5'-0) 39'-3 150 Pf Pe Pv BL 0.8740 4.38 2.34 0.012610 6'-0 0.113 324 10'-7 55.523 3'-0 294 10'-7 55.636 T(3'-0) 9'-0 150 Pf Pe Pv BL 0.8110 4.38 2.72 0.018153 23'-7 0.609 294 10'-7 55.636 10'-0 0.217 250 10'-1 56.462 5E(1'-0), 2Tr(0'-6), 2T(2'-0) 33'-7 150 • • • • • Route 9 • • • • • Pf Pe Pv BL 1.1010 4.02 1.35 0.003498 10'-5 0.057 176 21'-10 50.388 T(5'-0) 6'-0 190 21'-10 50.446 Tr(1'-0) 16'-5 150 Pf Pe Pv BL 1.1010 2.55 0.86 0.001510 3'-9 0.019 190 21'-10 50.446 Tr(1'-0) 9'-0 197 21'-10 50.465 E(7'-0), Tr(1'-0) 12'-9 150 Pf Pe Pv BL 0.8740 2.55 1.37 0.004650 9'-4 0.053 197 21'-10 50.465 2'-0 199 21'-10 50.518 2Tr(1'-0) 11'-4 150 • • • • • Route 10 • • • • • Pf Pe Pv BL 0.8740 1.47 0.78 0.001668 34'-5 0.161 190 21'-10 50.446 T(3'-0) 62'-0 4.877 371 10'-7 55.484 3T(3'-0), 7E(7'-0), Tr(1'-0) 96'-5 150 • • • • • Route 11 • • • • • Pf Pe Pv BL 0.8740 7.92 4.24 0.037779 71'-11 3.850 117 21'-10 7.92 43.713 Flow (q) from Route 17 30'-0 169 21'-10 47.563 6Tr(1'-0), 3E(7'-0), T(3'-0) 101'-11 150 • • • • • Route 12 • • • • • Pf Pe Pv BL 0.8740 1.27 0.68 0.001270 19'-5 0.039 324 10'-7 55.523 11'-0 0.217 327 10'-1 55.778 Tr(1'-0), E(7'-0), T(3'-0) 30'-5 150 • • • • • Route 13 • • • • • Pf Pe Pv BL 1.1010 7.92 2.67 0.012272 13'-4 0.225 139 21'-10 43.488 5'-0 117 21'-10 43.713 T(5'-0) 18'-4 150 • • • • • Route 14 • • • • • Pf Pe Pv BL 0.8740 9.67 5.17 0.054563 31'-11 4.471 133 21'-10 45.917 T(3'-0) 50'-0 -0.000 176 21'-10 50.388 2Tr(1'-0), 6E(7'-0), T(3'-0) 81'-11 150 • • • • • Route 15 • • • • • © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:32PM Page 6 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #1 Great Room Pf Pe Pv BL 0.8740 1.44 0.77 0.001608 45'-1 0.097 165 21'-10 1.44 47.466 Flow (q) from Route 22 15'-0 169 21'-10 47.563 5Tr(1'-0), E(7'-0), T(3'-0) 60'-1 150 • • • • • Route 16 • • • • • Pf Pe Pv BL 1.3940 1.44 0.30 0.000166 10'-3 0.005 175 21'-10 47.461 T(6'-0) 20'-0 165 21'-10 47.466 E(8'-0), T(6'-0) 30'-3 150 • • • • • Route 17 • • • • • Pf Pe Pv BL 1.1010 10.89 3.67 0.022097 8'-9 0.215 79 35'-2 8.845 1'-0 0.000 78 35'-2 9.060 Tr(1'-0) 9'-9 150 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f 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 GloV 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 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 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:32PM Page 7 Hydraulic Graph Report Description: Area #1 Great Room Job Number: 11-8 System Demand (Including Hose Allowance at Source) System Demand 86.400 @1325.00 Residual: Pressure 91.800 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 83.069 @59.10 83.069 @59.10 Available Pressure at Time of Test Date of Test Time of Test 7/7/2011 0915 Test Conducted By Test Witnessed By Matt Gillespie, M. G. Eng. Mike Vaughan, Fire Marshal Vail Fire & Emergency 1127 Vail Valley Drive Location 91.783 @59.10 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:39PM Page 8 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Check Point Gauge Data Report Description: Area #1 Great Room Job Number: 11-8 Inlet Static Pressure(psi) Elevation(Foot) ANTI-FREEZE LOO2P8.900 10.99 59.10 67.963 25'-11 BASE OF RISER 76.165 6.77 59.10 88.332 2'-0 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:19:46PM Page 11 Hydraulic Overview Job Number: 11-8 Report Description: Area #2 Bedroom #4 Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) 1 1325.00 91.800 86.400 Identifier Pressure(psi) K-Factor(K) Flow(gpm) BASE OF RISER 79.454 2.97 26.50 ANTI-FREEZE LOOP 54.621 0 0.00 Job System Supplies Check Point Gauges 11-8 Matt Gillespie The Hadley Residence 1127 Vail Valley Drive (970)420-8836 (970)454-1561 Hadley ResFinal FP-2 -4.cad Vail Fire & Emergency Services Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 26.50 @83.702 Supply at Node 1 (1325.00, 0.00, 91.800, 86.400) 0.100gpm/ft² 4.4 K-Factor 26.50 at 36.273 256.17ft² 83.702 200.00ft² (Actual 221.45ft²) 0.00 126.50 Density +8.095 (8.8%) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 VR8 v8.1.11 08/10/2011 2:17:25PM Page 1 Hydraulic Summary Report Description: Area #2 Bedroom #4 Job Number: 11-8 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 91.800 86.400 1325.00 91.796 26.50 83.702 8.095 Job Number Design Engineer Total Water Required (Including Hose Allowance) 26.50 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 91.00gal Residential 0.100gpm/ft² 256.17ft² 200.00ft² (Actual 221.45ft²) 1 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix Volume capacity of Wet Pipes Volume capacity of Dry Pipes 4.64 between nodes 4 and 282 Maximum Velocity Under Ground 8.93 between nodes 172 and 301 Maximum Velocity Above Ground 4.4 K-Factor 26.50 at 36.273 Most Demanding Sprinkler Data System Job Site/Building 1127 Vail Valley Drive Vail Fire & Emergency Services AHJ The Hadley Residence Job Job Name: State Certification/License Number 11-8 Matt Gillespie Contractor Contractor Number 06-02 Name of Contractor: Platte Valley Fire Protection, Inc Address 1 P. O. Box #809 Address 2 Contact Name Contact Title Press. Phone Extension (970)568-3178 FAX (970)568-7275 E-mail platteva@frii.com Web-Site www.pvfpinc.com Scott Gillespie Address 3 Wellington, CO 80549 Address 1 Address 2 Drawing Name Hadley ResFinal FP-2 -4.cad System Flow Demand 26.50 Remote Area(s) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:17:47PM Page 2 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Area #2 Bedroom #4 Job Number: 11-8 Sprinkler 301 26.50 26.50 4.4 36.273 0.103gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:17:52PM Page 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) Node Analysis Report Description: Area #2 Bedroom #4 Job Number: 11-8 1 -6'-0 S 83.702 26.50 301 37'-5 Spr(-36.273) 36.273 26.50 4 2'-0 CV, BASE OF RISER 79.454 117 21'-10 T(5'-0) 56.396 133 21'-10 T(3'-0) 56.390 139 21'-10 E(8'-0), T(6'-0) 56.391 165 21'-10 T(8'-0) 56.440 169 21'-10 T(3'-0) 56.475 172 21'-10 T(5'-0) 51.393 175 21'-10 T(6'-0) 56.438 176 21'-10 Tr(1'-0), T(5'-0) 53.640 190 21'-10 T(3'-0), Tr(1'-0) 53.286 197 21'-10 T(3'-0), Tr(1'-0) 52.966 199 21'-10 T(3'-0), Tr(1'-0) 52.014 216 10'-7 C(5'-0), Tr(1'-0) 61.526 229 10'-7 61.539 237 10'-1 61.073 250 10'-1 T(2'-0) 61.373 251 10'-1 E(8'-0) 61.630 282 10'-1 T(3'-6), Tr(0'-6) 61.775 283 10'-1 T(3'-0), Tr(1'-0) 61.641 294 10'-7 59.167 324 10'-7 T(5'-0), Tr(1'-0) 58.798 327 10'-1 Tr(1'-0), T(3'-0) 58.847 346 10'-7 Tr(1'-0), T(5'-0) 58.092 371 10'-7 T(5'-0) 58.102 391 10'-7 T(3'-0) 58.503 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:17:55PM Page 4 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #2 Bedroom #4 • • • • • Route 1 • • • • • Pf Pe Pv BL 1.1010 26.50 8.93 0.114517 20'-0 8.364 301 37'-5 26.50 4.4 36.273 Sprinkler, 53'-0 6.756 172 21'-10 51.393 6E(7'-0), Tr(1'-0), 2T(5'-0) 73'-0 150 Pf Pe Pv BL 1.1010 12.19 4.11 0.027234 13'-10 0.621 172 21'-10 51.393 9'-0 199 21'-10 52.014 2Tr(1'-0), E(7'-0) 22'-10 150 Pf Pe Pv BL 0.8740 12.19 6.52 0.083841 9'-4 0.952 199 21'-10 52.014 2'-0 197 21'-10 52.966 2Tr(1'-0) 11'-4 150 Pf Pe Pv BL 1.1010 12.19 4.11 0.027234 3'-9 0.320 197 21'-10 52.966 8'-0 190 21'-10 53.286 E(7'-0), Tr(1'-0) 11'-9 150 Pf Pe Pv BL 1.1010 13.08 4.41 0.031017 10'-5 0.354 190 21'-10 0.89 53.286 Flow (q) from Route 3 1'-0 176 21'-10 53.640 Tr(1'-0) 11'-5 150 Pf Pe Pv BL 1.1010 5.55 1.87 0.006346 13'-3 0.281 176 21'-10 53.640 T(5'-0) 31'-0 4.877 324 10'-7 58.798 3E(3E(7'-0), T(5'-0) 44'-3 150 Pf Pe Pv BL 0.8740 8.30 4.44 0.041174 6'-0 0.370 324 10'-7 2.75 58.798 Flow (q) from Route 4 3'-0 294 10'-7 59.167 T(3'-0) 9'-0 150 Pf Pe Pv BL 0.8110 8.30 5.16 0.059272 23'-7 1.988 294 10'-7 59.167 10'-0 0.217 250 10'-1 61.373 5E(1'-0), 2Tr(0'-6), 2T(2'-0) 33'-7 150 Pf Pe Pv BL 1.2910 18.97 4.65 0.028411 8'-5 0.268 250 10'-1 10.67 61.373 Flow (q) from Route 8 1'-0 -0.000 283 10'-1 61.641 Tr(1'-0) 9'-5 150 Pf Pe Pv BL 1.5270 24.70 4.33 0.020446 3'-1 0.134 283 10'-1 5.73 61.641 Flow (q) from Route 9 3'-6 282 10'-1 61.775 T(3'-6) 6'-7 150 Pf Pe Pv BL 1.5270 26.50 4.64 0.023285 11'-3 14.175 282 10'-1 1.80 61.775 Supply, 6'-0 3.504 4 2'-0 79.454 T(3'-6), E(2'-6), BFP(-13.772), CV, BASE OF RISER 17'-3 150 Pf Pe Pv UG 2.0090 26.50 2.68 0.006122 101'-3 0.779 4 2'-0 79.454 Supply, 26'-0 3.468 1 -6'-0 83.702 6E(3'-6), T(5'-0), GV, S 127'-3 150 26.50 0.00 Hose Allowance At Source 169 • • • • • Route 2 • • • • • Pf Pe Pv BL 0.8740 1.80 0.96 0.002431 32'-7 0.174 169 21'-10 0.83 56.475 Flow (q) from Route 12 39'-0 4.877 216 10'-7 61.526 5E(7'-0), 4Tr(1'-0) 71'-7 150 Pf Pe Pv BL 1.1010 1.80 0.61 0.000790 15'-8 0.013 216 10'-7 61.526 1'-0 229 10'-7 61.539 Tr(1'-0) 16'-8 150 Pf Pe Pv BL 1.0550 1.80 0.66 0.000972 13'-7 0.020 229 10'-7 61.539 6'-6 0.217 282 10'-1 61.775 2E(2'-0), T(2'-0), Tr(0'-6) 20'-1 150 • • • • • Route 3 • • • • • Pf Pe Pv BL 0.8740 0.89 0.47 0.000659 34'-5 0.062 371 10'-7 0.89 58.102 Flow (q) from Route 5 59'-0 -4.877 190 21'-10 53.286 Tr(1'-0), 7E(7'-0), 3T(3'-0) 93'-5 150 • • • • • Route 4 • • • • • Pf Pe Pv BL 1.1010 14.31 4.82 0.036617 16'-9 1.822 172 21'-10 51.393 33'-0 4.877 346 10'-7 58.092 4E(7'-0), T(5'-0) 49'-9 150 Pf Pe Pv BL 1.1010 13.42 4.52 0.032524 6'-8 0.411 346 10'-7 58.092 Tr(1'-0) 6'-0 391 10'-7 58.503 T(5'-0) 12'-8 150 Pf Pe Pv BL 1.3940 13.42 2.82 0.010307 4'-4 0.127 391 10'-7 58.503 8'-0 0.217 327 10'-1 58.847 E(8'-0) 12'-4 150 Pf Pe Pv BL 0.8740 2.75 1.47 0.005345 19'-5 0.168 327 10'-1 58.847 T(3'-0) 12'-0 -0.217 324 10'-7 58.798 E(7'-0), 2Tr(1'-0) 31'-5 150 • • • • • Route 5 • • • • • Pf Pe Pv BL 1.1010 0.89 0.30 0.000214 14'-1 0.010 346 10'-7 58.092 T(5'-0) 32'-0 371 10'-7 58.102 Tr(1'-0), 3E(7'-0), T(5'-0) 46'-1 150 • • • • • Route 6 • • • • • © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:18:00PM Page 5 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #2 Bedroom #4 Pf Pe Pv BL 1.1010 10.67 3.59 0.021267 46'-8 2.226 327 10'-1 58.847 Tr(1'-0) 58'-0 237 10'-1 61.073 7E(7'-0), 8Tr(1'-0) 104'-8 150 Pf Pe Pv BL 1.0550 10.67 3.91 0.026181 7'-5 0.300 237 10'-1 61.073 4'-0 250 10'-1 61.373 E(2'-0), T(2'-0) 11'-5 150 • • • • • Route 7 • • • • • Pf Pe Pv BL 0.8740 7.53 4.03 0.034396 31'-11 2.750 176 21'-10 53.640 Tr(1'-0) 48'-0 133 21'-10 56.390 6E(7'-0), 2Tr(1'-0), T(3'-0) 79'-11 150 Pf Pe Pv BL 1.3940 6.56 1.38 0.002745 9'-7 0.048 133 21'-10 56.390 8'-0 175 21'-10 56.438 2Tr(1'-0), T(6'-0) 17'-7 150 Pf Pe Pv BL 1.3940 5.73 1.21 0.002137 13'-11 0.098 175 21'-10 56.438 32'-0 5.094 251 10'-1 61.630 4E(8'-0) 45'-11 150 Pf Pe Pv BL 1.2910 5.73 1.41 0.003106 0'-7 0.011 251 10'-1 61.630 3'-0 283 10'-1 61.641 T(3'-0) 3'-7 150 • • • • • Route 8 • • • • • • Pf Pe Pv BL 0.8740 0.97 0.52 0.000773 71'-11 0.079 117 21'-10 0.97 56.396 Flow (q) from Route 11 30'-0 169 21'-10 56.475 6Tr(1'-0), 3E(7'-0), T(3'-0) 101'-11 150 • • • • • Route 9 • • • • • Pf Pe Pv BL 1.3940 0.97 0.20 0.000080 10'-10 0.002 133 21'-10 56.390 9'-0 139 21'-10 56.391 3Tr(1'-0), C(6'-0) 19'-10 150 Pf Pe Pv BL 1.1010 0.97 0.33 0.000251 13'-4 0.005 139 21'-10 56.391 5'-0 117 21'-10 56.396 T(5'-0) 18'-4 150 • • • • • Route 10 • • • • • Pf Pe Pv BL 0.8740 0.83 0.44 0.000582 45'-1 0.035 165 21'-10 56.440 15'-0 169 21'-10 56.475 5Tr(1'-0), E(7'-0), T(3'-0) 60'-1 150 • • • • • Route 11 • • • • • Pf Pe Pv BL 1.3940 0.83 0.17 0.000060 10'-3 0.002 175 21'-10 56.438 T(6'-0) 20'-0 165 21'-10 56.440 E(8'-0), T(6'-0) 30'-3 150 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:18:00PM Page 6 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #2 Bedroom #4 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f 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 GloV 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 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 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:18:00PM Page 7 Hydraulic Graph Report Description: Area #2 Bedroom #4 Job Number: 11-8 System Demand (Including Hose Allowance at Source) System Demand 86.400 @1325.00 Residual: Pressure 91.800 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 83.702 @26.50 83.702 @26.50 Available Pressure at Time of Test Date of Test Time of Test 7/7/2011 0915 Test Conducted By Test Witnessed By Matt Gillespie, M. G. Eng. Mike Vaughan, Fire Marshal Vail Fire & Emergency 1127 Vail Valley Drive Location 91.796 @26.50 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:18:05PM Page 8 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Check Point Gauge Data Report Description: Area #2 Bedroom #4 Job Number: 11-8 Inlet Static Pressure(psi) Elevation(Foot) ANTI-FREEZE LOO5P4.621 0 0.00 67.963 25'-11 BASE OF RISER 79.454 2.97 26.50 88.332 2'-0 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:18:11PM Page 10 Hydraulic Overview Job Number: 11-8 Report Description: Area #3 Mud Room Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) 1 1325.00 91.800 86.400 Identifier Pressure(psi) K-Factor(K) Flow(gpm) BASE OF RISER 78.215 3.56 31.50 ANTI-FREEZE LOOP 51.636 0 0.00 Job System Supplies Check Point Gauges 11-8 Matt Gillespie The Hadley Residence 1127 Vail Valley Drive (970)420-8836 (970)454-1561 Hadley ResFinal FP-2 -4.cad Vail Fire & Emergency Services Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 31.50 @82.756 Supply at Node 1 (1325.00, 0.00, 91.800, 86.400) 0.100gpm/ft² 4.9 K-Factor 31.50 at 41.327 296.67ft² 82.756 160.00ft² (Actual 152.14ft²) 0.00 131.50 Density +9.039 (9.8%) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:25:50PM Page 1 Hydraulic Summary Report Description: Area #3 Mud Room Job Number: 11-8 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 91.800 86.400 1325.00 91.795 31.50 82.756 9.039 Job Number Design Engineer Total Water Required (Including Hose Allowance) 31.50 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 91.00gal Residential 0.100gpm/ft² 296.67ft² 160.00ft² (Actual 152.14ft²) 1 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix Volume capacity of Wet Pipes Volume capacity of Dry Pipes 5.52 between nodes 4 and 282 Maximum Velocity Under Ground 16.85 between nodes 119 and 401 Maximum Velocity Above Ground 4.9 K-Factor 31.50 at 41.327 Most Demanding Sprinkler Data System Job Site/Building 1127 Vail Valley Drive Vail Fire & Emergency Services AHJ The Hadley Residence Job Job Name: State Certification/License Number 11-8 Matt Gillespie Contractor Contractor Number 06-02 Name of Contractor: Platte Valley Fire Protection, Inc Address 1 P. O. Box #809 Address 2 Contact Name Contact Title Press. Phone Extension (970)568-3178 FAX (970)568-7275 E-mail platteva@frii.com Web-Site www.pvfpinc.com Scott Gillespie Address 3 Wellington, CO 80549 Address 1 Address 2 Drawing Name Hadley ResFinal FP-2 -4.cad System Flow Demand 31.50 Remote Area(s) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:04PM Page 2 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Area #3 Mud Room Job Number: 11-8 Sprinkler 401 31.50 31.50 4.9 41.327 0.106gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:11PM Page 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) Node Analysis Report Description: Area #3 Mud Room Job Number: 11-8 1 -6'-0 S 82.756 31.50 401 21'-5 Spr(-41.327) 41.327 31.50 4 2'-0 CV, BASE OF RISER 78.215 117 21'-10 T(5'-0) 52.473 119 21'-10 T(3'-0) 47.396 133 21'-10 Tr(1'-0), T(3'-0) 53.845 139 21'-10 E(8'-0), T(6'-0) 53.406 165 21'-10 T(3'-0) 54.064 169 21'-10 T(3'-0) 53.156 175 21'-10 T(6'-0) 54.100 176 21'-10 T(5'-0) 54.976 190 21'-10 Tr(1'-0), T(3'-0) 54.990 197 21'-10 T(3'-0), Tr(1'-0) 54.995 199 21'-10 T(3'-0), Tr(1'-0) 55.009 216 10'-7 C(5'-0), Tr(1'-0) 59.906 229 10'-7 60.048 237 10'-1 60.297 250 10'-1 T(2'-0) 60.318 251 10'-1 E(8'-0) 60.221 282 10'-1 T(3'-6), Tr(0'-6) 60.475 283 10'-1 T(3'-0), Tr(1'-0) 60.337 294 10'-7 59.947 324 10'-7 T(5'-0) 59.918 327 10'-1 T(3'-0), Tr(1'-0) 60.145 346 10'-7 T(5'-0), Tr(1'-0) 59.914 371 10'-7 T(3'-0) 59.908 391 10'-7 T(3'-0) 59.924 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:16PM Page 4 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #3 Mud Room • • • • • Route 1 • • • • • Pf Pe Pv DR 0.8740 31.50 16.85 0.485382 2'-11 6.259 401 21'-5 31.50 4.9 41.327 Sprinkler, 10'-0 -0.190 119 21'-10 47.396 E(7'-0), T(3'-0) 12'-11 150 Pf Pe Pv BL 0.8740 20.30 10.85 0.215220 18'-7 5.077 119 21'-10 47.396 5'-0 117 21'-10 52.473 2Tr(1'-0), T(3'-0) 23'-7 150 Pf Pe Pv BL 1.1010 20.30 6.84 0.069910 13'-4 0.933 117 21'-10 52.473 139 21'-10 53.406 13'-4 150 Pf Pe Pv BL 1.3940 20.30 4.27 0.022156 10'-10 0.439 139 21'-10 53.406 9'-0 133 21'-10 53.845 C(6'-0), 3Tr(1'-0) 19'-10 150 Pf Pe Pv BL 1.3940 15.70 3.30 0.013775 9'-7 0.255 133 21'-10 53.845 Tr(1'-0) 9'-0 175 21'-10 54.100 2Tr(1'-0), T(6'-0) 18'-7 150 Pf Pe Pv BL 1.3940 20.40 4.29 0.022376 13'-11 1.027 175 21'-10 4.71 54.100 Flow (q) from Route 2 32'-0 5.094 251 10'-1 60.221 4E(8'-0) 45'-45'-11 150 Pf Pe Pv BL 1.2910 20.40 5.00 0.032519 0'-7 0.116 251 10'-1 60.221 3'-0 283 10'-1 60.337 T(3'-0) 3'-7 150 Pf Pe Pv BL 1.5270 25.00 4.38 0.020908 3'-1 0.137 283 10'-1 4.60 60.337 Flow (q) from Route 3 3'-6 282 10'-1 60.475 T(3'-6) 6'-7 150 Pf Pe Pv BL 1.5270 31.50 5.52 0.032059 11'-3 14.236 282 10'-1 6.50 60.475 Supply, 6'-0 3.504 4 2'-0 78.215 T(3'-6), E(2'-6), BFP(-13.683), CV, BASE OF RISER 17'-3 150 Pf Pe Pv UG 2.0090 31.50 3.19 0.008428 101'-3 1.073 4 2'-0 78.215 Supply, 26'-0 3.468 1 -6'-0 82.756 6E(3'-6), T(5'-0), GV, S 127'-3 150 31.50 0.00 Hose Allowance At Source 169 • • • • • Route 2 • • • • • Pf Pe Pv BL 0.8740 4.71 2.52 0.014412 45'-1 0.909 169 21'-10 53.156 T(3'-0) 18'-0 165 21'-10 54.064 E(7'-0), 5Tr(1'-0), T(3'-0) 63'-1 150 Pf Pe Pv BL 1.3940 4.71 0.99 0.001484 10'-3 0.036 165 21'-10 54.064 14'-0 175 21'-10 54.100 E(8'-0), T(6'-0) 24'-3 150 • • • • • Route 3 • • • • • Pf Pe Pv BL 1.1010 0.70 0.24 0.000137 14'-1 0.006 371 10'-7 59.908 27'-0 346 10'-7 59.914 3E(7'-0), Tr(1'-0), T(5'-0) 41'-1 150 Pf Pe Pv BL 1.1010 1.91 0.64 0.000885 6'-8 0.010 346 10'-7 1.21 59.914 Flow (q) from Route 4 5'-0 391 10'-7 59.924 T(5'-0) 11'-8 150 Pf Pe Pv BL 1.3940 1.91 0.40 0.000280 4'-4 0.004 391 10'-7 59.924 9'-0 0.217 327 10'-1 60.145 E(8'-0), Tr(1'-0) 13'-4 150 Pf Pe Pv BL 1.1010 2.51 0.85 0.001468 46'-8 0.152 327 10'-1 0.60 60.145 Flow (q) from Route 11 57'-0 237 10'-1 60.297 7E(7'-0), 8Tr(1'-0) 103'-8 150 Pf Pe Pv BL 1.0550 2.51 0.92 0.001807 7'-5 0.021 237 10'-1 60.297 4'-0 250 10'-1 60.318 E(2'-0), T(2'-0) 11'-5 150 Pf Pe Pv BL 1.2910 4.60 1.13 0.002065 8'-5 0.020 250 10'-1 2.08 60.318 Flow (q) from Route 7 1'-0 -0.000 283 10'-1 60.337 Tr(1'-0) 9'-5 150 • • • • • Route 4 • • • • • Pf Pe Pv BL 1.1010 1.21 0.41 0.000382 30'-7 0.028 199 21'-10 55.009 43'-0 4.877 346 10'-7 59.914 5E(7'-0), 3Tr(1'-0), T(5'-0) 73'-7 150 • • • • • Route 5 • • • • • Pf Pe Pv BL 1.1010 2.69 0.90 0.001657 13'-3 0.065 176 21'-10 54.976 26'-0 4.877 324 10'-7 59.918 3E(7'-0), T(5'-0) 39'-3 150 Pf Pe Pv BL 0.8740 2.08 1.11 0.003190 6'-0 0.029 324 10'-7 59.918 3'-0 294 10'-7 59.947 T(3'-0) 9'-0 150 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:25PM Page 5 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #3 Mud Room Pf Pe Pv BL 0.8110 2.08 1.29 0.004592 23'-7 0.154 294 10'-7 59.947 10'-0 0.217 250 10'-1 60.318 5E(1'-0), 2Tr(0'-6), 2T(2'-0) 33'-7 150 • • • • • Route 6 • • • • • Pf Pe Pv BL 1.1010 1.91 0.64 0.000885 10'-5 0.015 176 21'-10 54.976 T(5'-0) 6'-0 190 21'-10 54.990 Tr(1'-0) 16'-5 150 Pf Pe Pv BL 1.1010 1.21 0.41 0.000382 3'-9 0.005 190 21'-10 54.990 Tr(1'-0) 9'-0 197 21'-10 54.995 E(7'-0), Tr(1'-0) 12'-9 150 Pf Pe Pv BL 0.8740 1.21 0.65 0.001176 9'-4 0.013 197 21'-10 54.995 2'-0 199 21'-10 55.009 2Tr(1'-0) 11'-4 150 • • • • • Route 7 • • • • • Pf Pe Pv BL 0.8740 0.70 0.37 0.000422 34'-5 0.041 190 21'-10 54.990 T(3'-0) 62'-0 4.877 371 10'-7 59.908 3T(3'-0), 7E(7'-0), Tr(1'-0) 96'-5 150 • • • • • Route 8 • • • • • Pf Pe Pv BL 0.8740 11.20 5.99 0.071716 53'-4 5.759 119 21'-10 47.396 27'-0 169 21'-10 53.156 3E(7'-0), 3Tr(1'-0), T(3'-0) 80'-4 150 • • • • • Route 9 • • • • • Pf Pe Pv BL 0.8740 0.60 0.32 0.000321 19'-5 0.010 324 10'-7 59.918 11'-0 0.217 327 10'-1 60.145 Tr(1'-0), E(7'-0), T(3'-0) 30'-5 150 • • • • • Route 10 • • • • • Pf Pe Pv BL 0.8740 6.50 3.48 0.026175 32'-7 1.874 169 21'-10 53.156 39'-0 4.877 216 10'-7 59.906 5E(7'-0), 4Tr(1'-0) 71'-7 150 Pf Pe Pv BL 1.1010 6.50 2.19 0.008502 15'-8 0.141 216 10'-7 59.906 1'-0 229 10'-7 60.048 Tr(1'-0) 16'-8 150 Pf Pe Pv BL 1.0550 6.50 2.38 0.010467 13'-7 0.210 229 10'-7 60.048 6'-6 0.217 282 10'-1 60.475 2E(2'-0), T(2'-0), Tr(0'-6) 20'-1 150 • • • • • Route 11 • • • • • Pf Pe Pv BL 0.8740 4.60 2.46 0.013801 31'-11 1.131 133 21'-10 53.845 T(3'-0) 50'-0 -0.000 176 21'-10 54.976 2Tr(1'-0), 6E(7'-0), T(3'-0) 81'-11 150 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:25PM Page 6 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #3 Mud Room Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f 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 GloV 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 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 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:25PM Page 7 Hydraulic Graph Report Description: Area #3 Mud Room Job Number: 11-8 System Demand (Including Hose Allowance at Source) System Demand 86.400 @1325.00 Residual: Pressure 91.800 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 82.756 @31.50 82.756 @31.50 Available Pressure at Time of Test Date of Test Time of Test 7/7/2011 0915 Test Conducted By Test Witnessed By Matt Gillespie, M. G. Eng. Mike Vaughan, Fire Marshal Vail Fire & Emergency 1127 Vail Valley Drive Location 91.795 @31.50 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:32PM Page 8 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Check Point Gauge Data Report Description: Area #3 Mud Room Job Number: 11-8 Inlet Static Pressure(psi) Elevation(Foot) ANTI-FREEZE LOO5P1.636 0 0.00 67.963 25'-11 BASE OF RISER 78.215 3.56 31.50 88.332 2'-0 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:26:38PM Page 10 Hydraulic Overview Job Number: 11-8 Report Description: Area #4 Bridge Area Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) 1 1325.00 91.800 86.400 Identifier Pressure(psi) K-Factor(K) Flow(gpm) BASE OF RISER 79.653 5.77 51.51 ANTI-FREEZE LOOP 53.230 0 0.00 Job System Supplies Check Point Gauges 11-8 Matt Gillespie The Hadley Residence 1127 Vail Valley Drive (970)420-8836 (970)454-1561 Hadley ResFinal FP-2 -4.cad Vail Fire & Emergency Services Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 51.51 @85.785 Supply at Node 1 (1325.00, 0.00, 91.800, 86.400) 0.100gpm/ft² 4.9 K-Factor 25.60 at 27.295 256.00ft² 85.785 100.00ft² (Actual 103.64ft²) 0.00 251.51 Density +6.002 (6.5%) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:28:32PM Page 1 Hydraulic Summary Report Description: Area #4 Bridge Area Job Number: 11-8 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 91.800 86.400 1325.00 91.787 51.51 85.785 6.002 Job Number Design Engineer Total Water Required (Including Hose Allowance) 51.51 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 91.00gal Residential 0.100gpm/ft² 256.00ft² 100.00ft² (Actual 103.64ft²) 2 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix Volume capacity of Wet Pipes Volume capacity of Dry Pipes 9.02 between nodes 4 and 282 Maximum Velocity Under Ground 17.36 between nodes 200 and 187 Maximum Velocity Above Ground 4.9 K-Factor 25.60 at 27.295 Most Demanding Sprinkler Data System Job Site/Building 1127 Vail Valley Drive Vail Fire & Emergency Services AHJ The Hadley Residence Job Job Name: State Certification/License Number 11-8 Matt Gillespie Contractor Contractor Number 06-02 Name of Contractor: Platte Valley Fire Protection, Inc Address 1 P. O. Box #809 Address 2 Contact Name Contact Title Press. Phone Extension (970)568-3178 FAX (970)568-7275 E-mail platteva@frii.com Web-Site www.pvfpinc.com Scott Gillespie Address 3 Wellington, CO 80549 Address 1 Address 2 Drawing Name Hadley ResFinal FP-2 -4.cad System Flow Demand 51.51 Remote Area(s) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:28:53PM Page 2 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Area #4 Bridge Area Job Number: 11-8 Sprinkler 501 25.60 25.60 4.9 27.295 0.100gpm/ft² Sprinkler 502 25.91 25.60 4.9 27.953 0.101gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:28:56PM Page 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) Node Analysis Report Description: Area #4 Bridge Area Job Number: 11-8 1 -6'-0 S 85.785 51.51 501 21'-5 Spr(-27.295) 27.295 25.60 502 21'-5 Spr(-27.953) 27.953 25.91 4 2'-0 CV, BASE OF RISER 79.653 117 21'-10 T(5'-0) 55.016 133 21'-10 T(3'-0) 54.995 139 21'-10 E(8'-0), T(6'-0) 55.000 165 21'-10 T(8'-0) 55.162 169 21'-10 T(3'-0) 55.280 175 21'-10 T(6'-0) 55.155 176 21'-10 Tr(1'-0), T(5'-0) 45.824 187 21'-10 T(3'-0) 31.798 190 21'-10 T(3'-0), Tr(1'-0) 44.741 197 21'-10 T(3'-0), Tr(1'-0) 43.925 199 21'-10 T(3'-0), Tr(1'-0) 41.499 200 21'-10 T(5'-0) 38.651 216 10'-7 C(5'-0), Tr(1'-0) 60.745 229 10'-7 60.789 237 10'-1 58.636 250 10'-1 T(2'-0) 59.685 251 10'-1 E(8'-0) 60.575 282 10'-1 T(3'-6), Tr(0'-6) 61.072 283 10'-1 T(3'-0), Tr(1'-0) 60.612 294 10'-7 52.719 324 10'-7 T(5'-0), Tr(1'-0) 51.465 327 10'-1 Tr(1'-0), T(3'-0) 50.847 346 10'-7 Tr(1'-0), T(5'-0) 48.594 371 10'-7 T(5'-0) 48.736 391 10'-7 T(3'-0) 50.149 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:29:00PM Page 4 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #4 Bridge Area • • • • • Route 1 • • • • • Pf Pe Pv DR 0.8740 25.60 13.69 0.330714 4'-2 4.692 501 21'-5 25.60 4.9 27.295 Sprinkler, 10'-0 -0.190 187 21'-10 31.798 E(7'-0), T(3'-0) 14'-2 150 Pf Pe Pv BL 1.1010 51.51 17.36 0.391574 5'-6 6.853 187 21'-10 25.91 31.798 Flow (q) from Route 2 12'-0 200 21'-10 38.651 E(7'-0), T(5'-0) 17'-6 150 Pf Pe Pv BL 1.1010 31.29 10.54 0.155714 11'-6 5.066 200 21'-10 38.651 21'-0 4.877 346 10'-7 48.594 3E(7'-0) 32'-6 150 Pf Pe Pv BL 1.1010 27.54 9.28 0.123007 6'-8 1.554 346 10'-7 48.594 Tr(1'-0) 6'-0 391 10'-7 50.149 T(5'-0) 12'-8 150 Pf Pe Pv BL 1.3940 27.54 5.79 0.038983 4'-4 0.482 391 10'-7 50.149 8'-0 0.217 327 10'-1 50.847 E(8'-0) 12'-4 150 Pf Pe Pv BL 0.8740 6.55 3.50 0.026576 19'-5 0.834 327 10'-1 50.847 T(3'-0) 12'-0 -0.217 324 10'-7 51.465 E(7'-0), 0), 2Tr(1'-0) 31'-5 150 Pf Pe Pv BL 0.8740 16.07 8.59 0.139763 6'-0 1.254 324 10'-7 9.52 51.465 Flow (q) from Route 4 3'-0 294 10'-7 52.719 T(3'-0) 9'-0 150 Pf Pe Pv BL 0.8110 16.07 9.98 0.201197 23'-7 6.749 294 10'-7 52.719 10'-0 0.217 250 10'-1 59.685 5E(1'-0), 2Tr(0'-6), 2T(2'-0) 33'-7 150 Pf Pe Pv BL 1.2910 37.06 9.08 0.098110 8'-5 0.927 250 10'-1 20.99 59.685 Flow (q) from Route 10 1'-0 -0.000 283 10'-1 60.612 Tr(1'-0) 9'-5 150 Pf Pe Pv BL 1.5270 48.04 8.42 0.069979 3'-1 0.460 283 10'-1 10.97 60.612 Flow (q) from Route 11 3'-6 282 10'-1 61.072 T(3'-6) 6'-7 150 Pf Pe Pv BL 1.5270 51.51 9.02 0.079620 11'-3 15.077 282 10'-1 3.47 61.072 Supply, 6'-0 3.504 4 2'-0 79.653 T(3'-6), E(2'-6), BFP(-13.701), CV, BASE OF RISER 17'-3 150 Pf Pe Pv UG 2.0090 51.51 5.21 0.020932 101'-3 2.664 4 2'-0 79.653 Supply, 26'-0 3.468 1 -6'-0 85.785 6E(3'-6), T(5'-0), GV, S 127'-3 150 51.51 0.00 Hose Allowance At Source 1• • • • • Route 2 • • • • • Pf Pe Pv DR 0.8740 25.91 13.85 0.338082 1'-11 4.034 502 21'-5 25.91 4.9 27.953 Sprinkler, 10'-0 -0.190 187 21'-10 31.798 E(7'-0), T(3'-0) 11'-11 150 • • • • • Route 3 • • • • • Pf Pe Pv BL 0.8740 3.47 1.86 0.008205 32'-7 0.587 169 21'-10 1.61 55.280 Flow (q) from Route 14 39'-0 4.877 216 10'-7 60.745 5E(7'-0), 4Tr(1'-0) 71'-7 150 Pf Pe Pv BL 1.1010 3.47 1.17 0.002665 15'-8 0.044 216 10'-7 60.745 1'-0 229 10'-7 60.789 Tr(1'-0) 16'-8 150 Pf Pe Pv BL 1.0550 3.47 1.27 0.003281 13'-7 0.066 229 10'-7 60.789 6'-6 0.217 282 10'-1 61.072 2E(2'-0), T(2'-0), Tr(0'-6) 20'-1 150 • • • • • Route 4 • • • • • Pf Pe Pv BL 0.8740 3.74 2.00 0.009438 34'-5 0.882 371 10'-7 3.74 48.736 Flow (q) from Route 6 59'-0 -4.877 190 21'-10 44.741 Tr(1'-0), 7E(7'-0), 3T(3'-0) 93'-5 150 Pf Pe Pv BL 1.1010 23.96 8.07 0.095058 10'-5 1.084 190 21'-10 20.22 44.741 Flow (q) from Route 5 1'-0 176 21'-10 45.824 Tr(1'-0) 11'-5 150 Pf Pe Pv BL 1.1010 9.52 3.21 0.017230 13'-3 0.763 176 21'-10 45.824 T(5'-0) 31'-0 4.877 324 10'-7 51.465 3E(7'-0), T(5'-0) 44'-3 150 • • • • • Route 5 • • • • • Pf Pe Pv BL 0.8740 20.22 10.81 0.213714 0.213714 9'-4 2.426 199 21'-10 41.499 2'-0 197 21'-10 43.925 2Tr(1'-0) 11'-4 150 Pf Pe Pv BL 1.1010 20.22 6.81 0.069421 3'-9 0.815 197 21'-10 43.925 8'-0 190 21'-10 44.741 E(7'-0), Tr(1'-0) 11'-9 150 • • • • • Route 6 • • • • • © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:29:04PM Page 5 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #4 Bridge Area Pf Pe Pv BL 1.1010 20.22 6.81 0.069421 19'-0 2.848 200 21'-10 38.651 T(5'-0) 22'-0 199 21'-10 41.499 2E(7'-0), 3Tr(1'-0) 41'-0 150 • • • • • Route 7 • • • • • Pf Pe Pv BL 1.1010 3.74 1.26 0.003066 14'-1 0.141 346 10'-7 48.594 T(5'-0) 32'-0 371 10'-7 48.736 Tr(1'-0), 3E(7'-0), T(5'-0) 46'-1 150 • • • • • Route 8 • • • • • Pf Pe Pv BL 1.1010 20.99 7.07 0.074420 46'-8 7.789 327 10'-1 50.847 Tr(1'-0) 58'-0 237 10'-1 58.636 7E(7'-0), 8Tr(1'-0) 104'-8 150 Pf Pe Pv BL 1.0550 20.99 7.70 0.091612 7'-5 1.049 237 10'-1 58.636 4'-0 250 10'-1 59.685 E(2'-0), T(2'-0) 11'-5 150 • • • • • Route 9 • • • • • Pf Pe Pv BL 0.8740 14.44 7.72 0.114703 31'-11 9.171 176 21'-10 45.824 Tr(1'-0) 48'-0 133 21'-10 54.995 6E(7'-0), 2Tr(1'-0), T(3'-0) 79'-11 150 Pf Pe Pv BL 1.3940 12.58 2.64 0.009145 9'-7 0.160 133 21'-10 54.995 8'-0 175 21'-10 55.155 2Tr(1'-0), T(6'-0) 17'-7 150 Pf Pe Pv BL 1.3940 10.97 2.31 0.007101 13'-11 0.326 175 21'-10 55.155 32'-0 5.094 251 10'-1 60.575 4E(8'-0) 45'-11 150 Pf Pe Pv BL 1.2910 10.97 2.69 0.010320 0'-7 0.037 251 10'-1 60.575 3'-0 283 10'-1 60.612 T(3'-0) 3'-7 150 • • • • • Route 10 • • • • • Pf Pe Pv BL 0.8740 1.86 1.00 0.002596 71'-11 0.265 117 21'-10 1.86 55.016 Flow (q) from Route 13 30'-0 169 21'-10 55.280 6Tr(1'-0), 3E(7'-0), T(3'-0) 101'-11 150 • • • • • Route 11 • • • • • Pf Pe Pv BL 1.3940 1.86 0.39 0.000267 10'-10 0.005 133 21'-10 54.995 9'-0 139 21'-10 55.000 3Tr(1'-0), C(6'-0) 19'-10 150 Pf Pe Pv BL 1.1010 1.86 0.63 0.000843 13'-4 0.015 139 21'-10 55.000 5'-0 117 21'-10 55.016 T(5'-0) 18'-4 150 • • • • • Route 12 • • • • • Pf Pe Pv BL 0.8740 1.61 0.86 0.001975 45'-1 0.119 165 21'-10 55.162 15'-0 169 21'-10 55.280 5Tr(1'-0), E(7'-0), T(3'-0) 60'-1 150 • • • • • Route 13 • • • • • Pf Pe Pv BL 1.3940 1.61 0.34 0.000203 10'-3 0.006 175 21'-10 55.155 T(6'-0) 20'-0 0 165 21'-10 55.162 E(8'-0), T(6'-0) 30'-3 150 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:29:04PM Page 6 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #4 Bridge Area Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f 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 GloV 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 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 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:29:04PM Page 7 Hydraulic Graph Report Description: Area #4 Bridge Area Job Number: 11-8 System Demand (Including Hose Allowance at Source) System Demand 86.400 @1325.00 Residual: Pressure 91.800 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 85.785 @51.51 85.785 @51.51 Available Pressure at Time of Test Date of Test Time of Test 7/7/2011 0915 Test Conducted By Test Witnessed By Matt Gillespie, M. G. Eng. Mike Vaughan, Fire Marshal Vail Fire & Emergency 1127 Vail Valley Drive Location 91.787 @51.51 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:29:10PM Page 8 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Check Point Gauge Data Report Description: Area #4 Bridge Area Job Number: 11-8 Inlet Static Pressure(psi) Elevation(Foot) ANTI-FREEZE LOO5P3.230 0 0.00 67.963 25'-11 BASE OF RISER 79.653 5.77 51.51 88.332 2'-0 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:29:15PM Page 10 Hydraulic Overview Job Number: 11-8 Report Description: Area #5 Hearth Room Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) 1 1325.00 91.800 86.400 Identifier Pressure(psi) K-Factor(K) Flow(gpm) BASE OF RISER 76.077 5.6 48.87 ANTI-FREEZE LOOP 49.879 0 0.00 Job System Supplies Check Point Gauges 11-8 Matt Gillespie The Hadley Residence 1127 Vail Valley Drive (970)420-8836 (970)454-1561 Hadley ResFinal FP-2 -4.cad Vail Fire & Emergency Services Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 48.87 @81.962 Supply at Node 1 (1325.00, 0.00, 91.800, 86.400) 0.100gpm/ft² 4.4 K-Factor 24.00 at 29.752 150.00ft² 81.962 100.00ft² (Actual 292.07ft²) 0.00 248.87 Density +9.826 (10.7%) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:07PM Page 1 Hydraulic Summary Report Description: Area #5 Hearth Room Job Number: 11-8 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 91.800 86.400 1325.00 91.788 48.87 81.962 9.826 Job Number Design Engineer Total Water Required (Including Hose Allowance) 48.87 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 91.00gal Residential 0.100gpm/ft² 150.00ft² 100.00ft² (Actual 292.07ft²) 2 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix Volume capacity of Wet Pipes Volume capacity of Dry Pipes 8.56 between nodes 4 and 282 Maximum Velocity Under Ground 13.30 between nodes 197 and 202 Maximum Velocity Above Ground 4.4 K-Factor 24.00 at 29.752 Most Demanding Sprinkler Data System Job Site/Building 1127 Vail Valley Drive Vail Fire & Emergency Services AHJ The Hadley Residence Job Job Name: State Certification/License Number 11-8 Matt Gillespie Contractor Contractor Number 06-02 Name of Contractor: Platte Valley Fire Protection, Inc Address 1 P. O. Box #809 Address 2 Contact Name Contact Title Press. Phone Extension (970)568-3178 FAX (970)568-7275 E-mail platteva@frii.com Web-Site www.pvfpinc.com Scott Gillespie Address 3 Wellington, CO 80549 Address 1 Address 2 Drawing Name Hadley ResFinal FP-2 -4.cad System Flow Demand 48.87 Remote Area(s) Address 3 Vail, Colorado 81657-5141 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:26PM Page 2 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Area #5 Hearth Room Job Number: 11-8 Sprinkler 201 24.00 24.00 4.4 29.752 0.160gpm/ft² Sprinkler 202 24.87 24.00 4.4 31.937 0.166gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:30PM Page 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) Node Analysis Report Description: Area #5 Hearth Room Job Number: 11-8 1 -6'-0 S 81.962 48.87 201 27'-0 Spr(-29.752) 29.752 24.00 202 23'-11 Spr(-31.937) 31.937 24.87 4 2'-0 CV, BASE OF RISER 76.077 117 21'-10 T(5'-0) 51.664 133 21'-10 T(3'-0) 51.644 139 21'-10 E(8'-0), T(6'-0) 51.649 165 21'-10 T(8'-0) 51.808 169 21'-10 T(3'-0) 51.919 175 21'-10 T(6'-0) 51.802 176 21'-10 Tr(1'-0), T(5'-0) 42.620 190 21'-10 Tr(1'-0), T(3'-0) 41.112 197 21'-10 T(3'-0), Tr(1'-0) 39.367 199 21'-10 T(3'-0) 39.012 216 10'-7 C(5'-0), Tr(1'-0) 57.352 229 10'-7 57.394 237 10'-1 55.556 250 10'-1 T(2'-0) 56.444 251 10'-1 E(8'-0) 57.221 282 10'-1 T(3'-6), Tr(0'-6) 57.673 283 10'-1 T(3'-0), Tr(1'-0) 57.258 294 10'-7 50.019 324 10'-7 T(5'-0), Tr(1'-0) 48.865 327 10'-1 Tr(1'-0), T(3'-0) 48.961 346 10'-7 T(5'-0), Tr(1'-0) 47.535 371 10'-7 T(3'-0) 47.347 391 10'-7 T(3'-0) 48.439 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:33PM Page 4 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #5 Hearth Room • • • • • Route 1 • • • • • Pf Pe Pv BL 0.8740 24.00 12.83 0.293494 6'-11 7.018 201 27'-0 24.00 4.4 29.752 Sprinkler, 17'-0 2.242 199 21'-10 39.012 2E(7'-0), T(3'-0) 23'-11 150 Pf Pe Pv BL 0.8740 7.15 3.82 0.031239 9'-4 0.355 199 21'-10 39.012 2'-0 197 21'-10 39.367 2Tr(1'-0) 11'-4 150 Pf Pe Pv BL 1.1010 32.02 10.79 0.162475 3'-9 1.745 197 21'-10 24.87 39.367 Flow (q) from Route 2 7'-0 190 21'-10 41.112 E(7'-0) 10'-9 150 Pf Pe Pv BL 1.1010 27.37 9.22 0.121564 10'-5 1.507 190 21'-10 41.112 Tr(1'-0) 2'-0 176 21'-10 42.620 Tr(1'-0) 12'-5 150 Pf Pe Pv BL 1.1010 13.05 4.40 0.030891 13'-3 1.368 176 21'-10 42.620 T(5'-0) 31'-0 4.877 324 10'-7 48.865 3E(7'-0), T(5'-0) 44'-3 150 Pf Pe Pv BL 0.8740 15.36 8.21 0.128552 6'-0 1.154 324 10'-7 2.31 48.865 Flow (q) from Route 4 3'-0 294 10'-7 50.019 T(3'-0) 9'-0 150 Pf Pe Pv BL 0.8110 15.36 9.54 0.185059 23'-7 6.208 294 10'-7 50.019 10'-0 0.217 250 10'-1 56.444 5E(1'-0), 2Tr(0'-6), 2T(2'-0) 33'-7 150 Pf Pe Pv BL 1.2910 34.55 8.47 0.086146 8'-5 0.814 250 10'-1 19.19 56.444 Flow (q) from Route 10 1'-0 -0.000 283 10'-1 57.258 Tr(1'-0) 9'-5 150 Pf Pe Pv BL 1.5270 45.49 7.97 0.063285 3'-1 0.416 283 10'-1 10.95 57.258 Flow (q) from Route 11 3'-6 282 10'-1 57.673 T(3'-6) 6'-7 150 Pf Pe Pv BL 1.5270 48.87 8.56 0.072232 11'-3 14.899 282 10'-1 3.37 57.673 Supply, 6'-0 3.504 4 2'-0 76.077 T(3'-6), E(2'-6), BFP(-13.651), CV, BASE OF RISER 17'-3 150 Pf Pe Pv UG 2.0090 48.87 4.95 0.018989 101'-3 2.417 4 2'-0 76.077 Supply, 26'-0 3.468 1 -6'-0 81.962 6E(3'-6), T(5'-0), GV, S 127'-3 150 48.87 0.00 Hose Allowance At Source 1• • • • • Route 2 • • • • • Pf Pe Pv BL 0.8740 24.87 13.30 0.313374 3'-10 6.517 202 23'-11 24.87 4.4 31.937 Sprinkler, 17'-0 0.914 197 21'-10 39.367 2E(7'-0), T(3'-0) 20'-10 150 • • • • • Route 3 • • • • • Pf Pe Pv BL 0.8740 3.37 1.80 0.007772 32'-7 0.556 169 21'-10 1.55 51.919 Flow (q) from Route 14 39'-0 4.877 216 10'-7 57.352 5E(7'-0), 4Tr(1'-0) 71'-7 150 Pf Pe Pv BL 1.1010 3.37 1.14 0.002525 15'-8 0.042 216 10'-7 57.352 1'-0 229 10'-7 57.394 Tr(1'-0) 16'-8 150 Pf Pe Pv BL 1.0550 3.37 1.24 0.003108 13'-7 0.062 229 10'-7 57.394 6'-6 0.217 282 10'-1 57.673 2E(2'-0), T(2'-0), Tr(0'-6) 20'-1 150 • • • • • Route 4 • • • • • Pf Pe Pv BL 1.1010 4.65 1.57 0.004571 14'-1 0.188 371 10'-7 47.347 27'-0 346 10'-7 47.535 3E(7'-0), Tr(1'-0), T(5'-0) 41'-1 150 Pf Pe Pv BL 1.1010 21.50 7.24 0.077756 6'-8 0.905 346 10'-7 16.85 47.535 Flow (q) from Route 5 5'-0 391 10'-7 48.439 T(5'-0) 11'-8 150 Pf Pe Pv BL 1.3940 21.50 4.52 0.024642 4'-4 0.304 391 10'-7 48.439 8'-0 0.217 327 10'-1 48.961 E(8'-0) 12'-4 150 Pf Pe Pv BL 0.8740 2.31 1.24 0.003861 19'-5 0.121 327 10'-1 48.961 T(3'-0) 12'-0 -0.217 324 10'-7 48.865 E(7'-0), 2Tr(1'-0) 31'-5 150 • • • • • Route 5 • • • • • Pf Pe Pv BL 1.1010 16.85 5.68 0.049553 30'-7 3.645 199 21'-10 39.012 43'-0 4.877 346 10'-7 47.535 5E(7'-0), 3Tr(1'-0), T(5'-0) 73'-7 150 • • • • • Route 6 • • • • • Pf Pe Pv BL 0.8740 4.65 2.48 0.014072 34'-5 1.357 190 21'-10 41.112 T(3'-0) 62'-0 4.877 371 10'-7 47.347 3T(3'-0), 7E(7'-0), Tr(1'-0) 96'-5 150 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:38PM Page 5 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #5 Hearth Room • • • • • Route 7 • • • • • Pf Pe Pv BL 1.1010 19.19 6.47 0.063011 46'-8 6.595 327 10'-1 48.961 Tr(1'-0) 58'-0 237 10'-1 55.556 7E(7'-0), 8Tr(1'-0) 104'-8 150 Pf Pe Pv BL 1.0550 19.19 7.04 0.077568 7'-5 0.888 237 10'-1 55.556 4'-0 250 10'-1 56.444 E(2'-0), T(2'-0) 11'-5 150 • • • • • Route 8 • • • • • Pf Pe Pv BL 0.8740 14.32 7.66 0.112871 31'-11 9.024 176 21'-10 42.620 Tr(1'-0) 48'-0 133 21'-10 51.644 6E(7'-0), 2Tr(1'-0), T(3'-0) 79'-11 150 Pf Pe Pv BL 1.3940 12.49 2.63 0.009029 9'-7 0.158 133 21'-10 51.644 8'-0 175 21'-10 51.802 2Tr(1'-0), T(6'-0) 17'-7 150 Pf Pe Pv BL 1.3940 10.95 2.30 0.007071 13'-11 0.324 175 21'-10 51.802 32'-0 5.094 251 10'-1 57.221 4E(8'-0) 45'-11 150 Pf Pe Pv BL 1.2910 10.95 2.68 0.010276 0'-7 0.037 251 10'-1 57.221 3'-0 283 10'-1 57.258 T(3'-0) 3'-7 150 • • • • • Route 9 • • • • • Pf Pe Pv BL 0.8740 1.83 0.98 0.002498 71'-11 0.255 117 21'-10 1.83 51.664 Flow (q) from Route 13 30'-0 169 21'-10 51.919 6Tr(1'-0), 3E(7'-0), T(3'-0) 101'-11 150 • • • • • Route 10 • • • • • Pf Pe Pv BL 1.3940 1.83 0.38 0.000257 10'-10 0.005 133 21'-10 51.644 9'-0 139 21'-10 51.649 3Tr(1'-0), C(6'-0) 19'-10 150 Pf Pe Pv BL 1.1010 1.83 0.62 0.000811 13'-4 0.015 139 21'-10 51.649 5'-0 117 21'-10 51.664 T(5'-0) 18'-4 150 • • • • • Route 11 • • • • • Pf Pe Pv BL 0.8740 1.55 0.83 0.001837 45'-1 0.110 165 21'-10 51.808 15'-0 169 21'-10 51.919 5Tr(1'-0), E(7'-0), T(3'-0) 60'-1 150 • • • • • Route 12 • • • • • Pf Pe Pv BL 1.3940 1.55 0.32 0.000189 10'-3 0.006 175 21'-10 51.802 T(6'-0) 20'-0 165 21'-10 51.808 E(8'-0), T(6'-0) 30'-3 150 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:38PM Page 6 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 11-8 Report Description: Area #5 Hearth Room Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f 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 GloV 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 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 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:38PM Page 7 Hydraulic Graph Report Description: Area #5 Hearth Room Job Number: 11-8 System Demand (Including Hose Allowance at Source) System Demand 86.400 @1325.00 Residual: Pressure 91.800 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 81.962 @48.87 81.962 @48.87 Available Pressure at Time of Test Date of Test Time of Test 7/7/2011 0915 Test Conducted By Test Witnessed By Matt Gillespie, M. G. Eng. Mike Vaughan, Fire Marshal Vail Fire & Emergency 1127 Vail Valley Drive Location 91.788 @48.87 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:43PM Page 8 Hydraulic Graph Report Description: Area #5 Hearth Room Job Number: 11-8 System Demand (Including Hose Allowance at Source) System Demand N/A Residual: Pressure N/A Static: Pressure BASE OF RISER Hydraulic Graph BASE OF RISER 76.077 @48.87 76.077 @N/A Available Pressure at Time of Test N/A© M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:43PM Page 9 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Check Point Gauge Data Report Description: Area #5 Hearth Room Job Number: 11-8 Inlet Static Pressure(psi) Elevation(Foot) ANTI-FREEZE LOO4P9.879 0 0.00 67.963 25'-11 BASE OF RISER 76.077 5.6 48.87 88.332 2'-0 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/10/2011 2:30:49PM Page 10 (970)420-8836 (PHONE) mgeng_fsd@msn.com (E-MAIL) NAME OF PROJECT: J I-I~ J.lAbLey Zl£~ .ı STREET: liZ -:; Va,e.. V4lLEr V4f.,VC.ı CITY: VA J L. , C<2 .... ,,/?,eJl)Q ZIP CODE: 8J' S-Jı COUNTY: IE. AL~L-S: A.H·J·:_vA,L r,2( +CMEI<~E.NCY WATER DEPARTMENT: £-,Qd-,L: 'ev€~ LJI=lrl::1l... ~ SA #oJ'" T' l? iJ _ı -=-....;..,;",.....:=::;;....:;=-=:...:...:::::.......::::::;.;=..:.....:..: ..::~_.....loooa~:...:.....!...=.....l-L.I.....:...c::~ 1. REASON FOR TEST:ı oBID INFORMATION ~ DESIGN BASE DOTHER _ı 2. TEST CONDUCTED BY: ('V\t\,:rHELQ &.L~E:::;PIC Ot.>J~iR/7)F~J/.r#J£ M·6.£,:;c.,. NAME TITLE ' AFFILIATION 3. TEST WITNESSED BY: M. K6 VA&JGtttAH hZl fVJSfJHAL. VA,l. (,U.,Et7Jf:£.2tf rl. '4. SOURCE OF WATER SUPPLY:!8:lGRAVITY DPUMP DOTHER: AFF_ILIA_TION__ 5. CAPACITY OF SOURCE (GALLONS):__-----:::---_ 6. IS WATER SUPPLY P.RV. S.T.A'S: YES @:> WHAT SETIING IF YES(P.S.I.): _ 7. AREA MAP: 'U ...a ~ ([) ~ H~~*:.L-/JqiJLE'lPt!~. ~ S'lA1:". c -'''Z'P..sc 'In VA tL.-. w~/Re.fJJAI-1M!!. *"'" 0"J i) H'I!)I:tjo-7T :Ii ~ ~% % C:L.c..vJ3ZS /'·E",,!.r,...:J~ -{ to?PE-fl.. V~beel",IU>&I.ut> . Draw sketch showing property location, bounding streets and names, North arrow, hydrant locations ~nd I.D. numbers, elevations of hydrants, all water mains and their sizes, any valves, etc... 8. DATE: 07 SuO' z.o~\ TIME: ()tJ/5" (amD (pm)ı FLOW TEST RESULTS: ~TOT ~2.S-?:sr~ 13zc{~"JPM FLOW@STATIC@STATIC PS.I RESIDUAL PSI FLOW G.P.M. OUTLET ADJUSTEDı HYDR. # 2 HYDR. # ..Ja COEFFFICIENT G.P.M.ı ~2. '#1 .-/0 Z-9fo /37-? -13ZS9. SIGNE~.~~~~~~::===::::....---------------1n \I\IITf\IF~~Fn.~A.j -~.r.-.~-~--------_