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HomeMy WebLinkAboutF16-0037_Remote Area #1.pdf to OF Hydraulic Calculations for writ • Project Name: Morriss Residence *+ Location:4842 Meadow Lane, , Vail, CO to tk Drawing Name: Calcs copper Calculation D. , � #, Design Vail Fire&Emergency Services Remote Area Number: 1 07/19/16 Remote Area Location: Upper Level Bedroom/Sewing Room Occupancy Classification: Residential Commodity Classification: Residential Density: 0.100gpm/ft2 Area of Application: 900.00ft2(Actual 313.60ft2) Coverage per Sprinkler: 256.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 3 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 44.97 @ 81.195 Water Supply Information: ALAN W. BRUCH NICET LEVEL III WATER BASED SYSTEMS Name of Contractor: Excel Fire Protection CERTIFICATION NO. 108440 Address: 2264 G Road, Grand Junction, CO Phone Number: Name of designer: Joshua Smith JUNE 21, 2016 Authority Having Jurisdiction: idee..t, Aftezia., Notes: SIGNATURE Automatic peaking results Left: 81.195 Right: 81.195 M.E.P.CAD, Inc. lAutoSPRINK®12 v12.0.48.0 1 7/7/2016 3:58:56PM Page 1 Itiel OF Hydraulic Graph 11 Job Name: Morriss Residence N 1.85 Remote Area Number: 1 100 0' �Q # Static Pressure 98.000 Water S Summrgency ervices 90 Node: 1 1309.50 @ 88.000 44.97 @ 81.195 80 70 60 - N P 50—System demand curve N a` 40 30 20 10 0 -11W1111111111 111111111 I I 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm LN ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.48.0 7/7/2016 3:58:57PM Page 2 (4 OF I/4 iiiSummary Of Outflowing Devices I Job 4...:411111111111114ile: MN - Report r 1..i 11. Actual Flow Minimum Flow K-Factor Pressure 7 Device (qpm) (qpm) (K) (psi +'n Sprinkler 101 14.74 13.00 4.9 9.044 , to Sprinkler 102 17.23 13.00 4.9 12.364 03 ♦ Sprinkler 103 13.00 13.00 4.9 7.039 * Most Demanding Sprinkler Data Vail Fire&Emergency Services 07/19/16 ,- ©M.E.P.CAD, Inc. is AutoSPRINK®12 v12.0.48.0 7/7/2016 3:58:59PM Page 3 Job Name: Morriss Residence ; 144 Remote Area Number: 1 P 011" Supply Analysis 0 Static Residual Flow Available Total Demand Rtauyred P esssure Node Name @ @ i ire mergen y Services (psi) (Psi) (gpm) (psi) (gpm) 07/19/06i) 1 Water Supply 98.000 88.000 1309.50 97.980 44.97 81.195 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -10'-0 Supply 81.195 44.97 101 27'-61/4 Sprinkler 9.044 14.74 102 27'-6'% Sprinkler 12.364 17.23 103 27'-61/4 Sprinkler 7.039 13.00 2 7-6 58.755 3 8'-0 58.481 4 2'-6 62.797 5 0'-0 75.987 6 8'-0 58.059 7 18'-0 33.112 8 8'-0 43.514 9 18'-0 28.930 10 28'-0 15.104 11 28'-0 15.103 12 28'-0 9.507 13 18'-0 32.154 14 8'-0 42.626 15 18'-0 31.387 k,©M.E.P.CAD, Inc. 411AutoSPRINK®12 v12.0.48.0 7/7/2016 3:59:00PM Page 4 " °F ! Job Name: Morriss Residence . Remote Area Number: 1iiii ,11111 It I Pipe Information r^ ttk ir Flow added Length C Factor Elev 1 Fittings& Total(Pt) C Node 1 K-Factor this step Nominal ID (Foot) Fitti (Foot) Devices (9) Fitting yQ Pf Friction Elev(Pe) Fixe�'gf 6 iwc 3ENIces, Equiv. (Foot) Elev 2 Total Flow Loss Per Unit - applIellIblieleire added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. ( 16'-8'/4 150 7.039 Route 1 103 27'-6'/4 4.9 13.00 3/4 See Sprinkler, Notes) 3'-0 -0.208 0.135904 E(1'-0),T(2'-0) 12 28'-0 13.00 0.8110 19'-81/4 2.676 12 28'-0 14.74 3/4 (See 7'-13/4 150 9.507 Notes) Flow(q)from Route 2 3'-0 0.552153 E(1-0),T(2'-0) 10 28'-0 27.74 0.8110 10'-13/4 5.597 10 28'-0 0.48 3/4 (See 12'-7% 150 15.104 Notes) Flow(q)from Route 3 4'-0 4.335 0.569858 2E(1'-)),T(2'-0) 9 18'-0 28.21 0.8110 16'-7% 9.490 9 18'-0 3/4 (See 12'-1 150 28.930 Notes) 4'-6 -0.000 13 18'-0 15.78 0.8110 16'-7 0.194398 3.224 2T(2'-0),Tr(0' 6) 13 18'-0 10.83 3/4 (See 10'-0 150 32.154 Notes) Flow(q)from Route 5 2'-0 4.335 14 8'-0 26.61 0.8110 12'-0 0.511378 6.137 T(2'-0) 14 8'-0 /4 3 (See 41'-31/4 150 42.626 Notes) 3'-6 6 8'-0 21.50 0.8110 0.344721 3Tr(0'-6),2E(1'-0) 44'-9/4 15.433 6 8'-0 1 (See 1'-0 150 58.059 Notes) 4'-0 0.217 2 7'-6 21.50 1.0550 5 0 0.095755 0 479 E(2'-0),T(2'-0) 5'-0 150 58.755 2 7'-6 23.46 1 Flow(q)from Route 4 2.168 4 2'-6 44.97 1.0550 0.374929 5'-0 1.875 4 2'-6 1 (See 5'-63/4 120 62.797 Notes) 4'-9 1.084 0.489817 2E(2'-4'/z), BFP(-7.052) 5 0'-0 44.97 1.0870 10'-3% 12.107 5 0'-0 2 (See 50'-1'A 150 75.987 Notes) 3'-6 4.335 1 -10'-0 44.97 2.0090 0.016281 - E(3' 6),S 53'-7'/4 0.873 0.00 81.195 Hose Allowance At Source 1 44.97 Total(Pt) Route 1 LM,©M.E.P.CAD,Inc. ilia AutoSPRINK®12 v12.0.48.0 1 7/7/2016 3:59:02PM Page 5 " °F N.10. 4... Job Name: Morriss Residence Remote Area Number: 1 It Pipe Information 1 _ rn ir Flow added Length C Factor Elev 1 Fittings& Total(Pt) 0 #15 Node 1 K-Factor this step Nominal ID (Foot) Fitti (Foot) Devices (9) Fitting yQ Pf Friction Elev(Pe) Fixe�'gf6 iwc 3ENIces Equiv. (Foot) Elev 2 Total Flow Loss Per Unit - applIellIblieleire added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 101 27'-6% 4.9 14.74 3/4 (See 2'-5 150 9.044 Route 2 Notes) Sprinkler, 1'-6 -0.208 0.171365 E(1'-0),Tr(0'-6) 12 28'-0 14.74 0.8110 3'-11 0.671 9.507 Total(Pt) Route 2 102 27'-6'/4 4.9 17.23 3/4 (See 8'-101/2 150 12.364 Route 3 Notes) Sprinkler, 4'-0 -0.208 0.228843 2E(1'-0),T(2'-0) 11 28'-0 17.23 0.8110 12'-101/2 2.947 11 28'-0 3/4 (See 2'4) 150 15.103 Notes) 1'-0 10 28'-0 0.48 0.8110 3.-0 0.000301 0.001 2Tr(0'-6) 15.104 Total(Pt) Route 3 (See19'-7 150 33.112 Route 4 7 18'-0 5.92+12.44 3/4 Notes) Flow(q)from Route 6 and 8 4'-0 4.335 0.257293 2E(1'-)),T(2'-0) 8 8'-0 18.36 0.8110 23'-7 6.067 8 8'-0 5.11 /4 3 (See 33'-51/4 150 43.514 Notes) Flow(q)from Route 7 3'-6 0.405229 3Tr(0'-6),2E(1'-0) 3 8'-0 23.46 0.8110 36.-11% 14.968 0'-6 150 58.481 3 8'-0 1 0.217 2 7'-6 23.46 1.0550 0.112562 0'-6 0.056 58.755 Total(Pt) Route 4 15 18'-0 16.75 3/4 (See 5'-4% 150 31.387 Route 5 Notes) Flow(q)from Route 9 2'-6 - 0.097003 Tr(0'-6),T(2'-0) 13 18'-0 10.83 0.8110 7'-103/4 0.767 32.154 Total(Pt) Route 5 15 18'-0 16.75 3/4 (See 46'-4% 150 31.387 Route 6 Notes) Flow(q)from Route 9 8'-0 0.031696 4Tr(0'-6), 3T(2'-0) 7 18'-0 5.92 0.8110 54'-43/4 1.724 33.112 Total(Pt) Route 6 14 8'-0 /4 3 (See 32'-3% 150 42.626 Route 7 Notes) 4'-6 8 8'-0 5.11 0.8110 0.024143 5Tr(0'-6),T(2'-0) 36'-9%2 0.888 43.514 Total(Pt) Route 7 LM,©M.E.P.CAD,Inc. idyl AutoSPRINK®12 v12.0.48.0 1 7/7/2016 3:59:02PM Page 6 " °F ! Job Name: Morriss Residence As9 Remote Area Number: 1iiii ,11111 It I Pipe Information rn itt Ir Flow added Length C Factor Elev 1 Fittings& Total(Pt) C Node 1 K-Factor this step Nominal ID (Foot) Fitti (Foot) Devices (9) Fitting yQ Pf Friction Elev(Pe) Fixe�'gf6 iwc 3ENIces Equiv. (Foot) Elev 2 Total Flow Loss Per Unit — applIellIblieleire added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 9 18'-0 /4 3 (See 29'-4'/4 150 28.930 Route 8 Notes) 4'-0 -0.000 7 18'-0 12.44 0.8110 0.125230 2Tr(0'-6), E(1'-0),T(2'-0) 33'-4'/4 4.182 33.112 Total(Pt) Route 8 11 28'-0 3/4 (See 44'-0 150 15.103 Route 9 Notes) 11'-0 4.335 0.217254 5E(1'-0),2T(2'-0),4Tr(0'-6) 15 18'-0 16.75 0.8110 55'-0 11.949 31.387 Total(Pt) Route 9 LM,©M.E.P.CAD,Inc. ila AutoSPRINK®12 v12.0.48.0 1 7/7/2016 3:59:02PM Page 7 It 4 OF 10. 4....11:1141••4 Job Name: Morriss Residence Remote Area Number: 1 C Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ILC Value Multiplier 41 _ 47 IS Ir Actual Inside Diameter 4.87 Value Of C 100 130 140 OP. =Factor Schedule 40 Steel Pipe Inside Diameter Multi.I in.Factor 0.713 1.16 1.33 0 15 ')-.1 111° Fittings Legend Vail Firo&Emorsoncy Services ALV Alarm Valve AngV Angle Valve b Bushing 07/19/16 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 221/20 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 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 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 k,©M.E.P.CAD,Inc. ilia AutoSPRINK®12 v12.0.48.0 1 7/7/2016 3:59:02PM Page 8