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Hydraulic Calculations 1- Q1 - ()C for \, "\"1`._\ ¶TJ Ltok.'\'"\ Project Name: HAMPTON INN Location: , ,TIGARD, OR Drawing Name: TIGARD GARAGE FIRE.cad Calculation Date: 3/12/2018 Design Remote Area Number: GARAGE Remote Area Location: GARAGE C('�C �/ Occupancy Classification: Ordinary Group I RECEIVED Commodity Classification: OH1 Density: 0.15gpm/ft2 MAR 2 7 2019 Area of Application: 1950ft2(Actual 2016ft2) CITY OF TIGARD Coverage per Sprinkler: 104ft2 BUILDING DIVISION Type of sprinklers calculated: Upright No. of sprinklers calculated: 22 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 150.00 at Node: 1 Type: Allowance at Source 100.00 at Node: 10 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 661.29 @ 58.5 Type of System: DRY Volume of Dry or PreAction System: 277ga1 Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL,WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left:58.5 Right: 58.5 • M.E.P.CAD, Inc. +g AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:14PM Page 1 • Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: GARAGE Date: 3/12/2018 100 Supply Summary Sheet 90 Node: 1 80 I I Static Pressure 76.0 661.29 •i 74.1 70 1950.00 @ 62.0 60 51111.29 @ 58.5 661.29 with Hose Allowance at Source .N Q 50 40 30 I System demand curve • 20 10 0 iR1111111111111111111111111111111111111 111111111 Illl1llll 111111111 111111111 111 I 1111 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Flow-gpm [hl©M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:39:15PM Page 2 A Summary Of Outflowing Devices Job Number 18-071 Report Description:Ordinary Group I(GARAGE) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Hydrant 10 100.00 100.00 0 51.6 Sprinkler 1134 24.31 15.60 5.6 18.8 Sprinkler 1135 18.03 15.60 5.6 10.4 Sprinkler 1136 17.87 15.60 5.6 10.2 Sprinkler 1140 20.51 14.82 5.6 13.4 Sprinkler 1144 23.98 15.60 5.6 18.3 Sprinkler 1145 17.32 15.60 5.6 9.6 Sprinkler 1146 17.33 15.60 5.6 9.6 Sprinkler 1152 19.96 14.82 5.6 12.7 Sprinkler 1154 23.85 15.60 5.6 18.1 Sprinkler 1155 16.80 15.60 5.6 9.0 Sprinkler 1156 16.98 15.60 5.6 9.2 Sprinkler 1160 19.63 14.82 5.6 12.3 Sprinkler 1164 23.81 15.60 5.6 18.1 Sprinkler 1165 16.46 15.60 5.6 8.6 Sprinkler 1166 16.77 15.60 5.6 9.0 Sprinkler 1172 15.71 15.60 5.6 7.9 Sprinkler 1175 15.94 15.60 5.6 8.1 Sprinkler 1176 19.47 14.82 5.6 12.1 Sprinkler 1181 15.62 15.60 5.6 7.8 Sprinkler 1185 15.91 15.60 5.6 8.1 Sprinkler 1186 19.42 14.82 5.6 12.0 Most Demanding Sprinkler Data L©M.E.P.CAD,Inc id AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:39:16PM Page 3 Job Name: HAMPTON INN Remote Area Number: GARAGE Date: 3/11/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) oC (gpm) (psi) (gpm) (psi) 1 Water Supply 76.0 62.0 1950.00 74.1 661.29 58.5 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 8'-6 Supply 58.5 511.29 10 8'-6 Hydrant 51.6 100.00 1134 11'-6 Sprinkler 18.8 24.31 1135 11'-6 Sprinkler 10.4 18.03 1136 11'-6 Sprinkler 10.2 17.87 1140 7'-0 Sprinkler 13.4 20.51 1144 11'-6 Sprinkler 18.3 23.98 1145 11'-6 Sprinkler 9.6 17.32 1146 11'-6 Sprinkler 9.6 17.33 1152 7'-0 Sprinkler 12.7 19.96 1154 11'-6 Sprinkler 18.1 23.85 1155 11'-6 Sprinkler 9.0 16.80 1156 11'-6 Sprinkler 9.2 16.98 1160 7'-0 Sprinkler 12.3 19.63 1164 11'-6 Sprinkler 18.1 23.81 1165 11'-6 Sprinkler 8.6 16.46 1166 11'-6 Sprinkler 9.0 16.77 1172 11'-6 Sprinkler 7.9 15.71 1175 11'-6 Sprinkler 8.1 15.94 .,©M.E.P.CAD, Inc. ill AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:39:18PM Page 4 Job N..me: HAMPTON INN Remote Area Number: GARAGE Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (9Pm) 1176 7'-0 Sprinkler 12.1 19.47 1181 11'-6 Sprinkler 7.8 15.62 1185 11'-6 Sprinkler 8.1 15.91 1186 7-0 Sprinkler 12.0 19.42 1189 11'-6 Sprinkler 7.8 15.60 5 8'-6 51.6 8 14'-6 48.2 25 2'-0 35.9 52 11'-6 29.3 170 23'-8 33.0 603 11'-6 20.7 605 11'-6 20.3 609 11'-6 20.2 708 11'-6 13.0 711 11'-6 20.1 753 11'-6 20.0 756 11'-6 19.4 770 11'-6 19.2 785 11'-6 19.1 798 11'-6 8.4 801 11'-6 8.7 807 11'-6 8.3 816 11'-6 8.7 1/,©M.E.P.CAD, Inc. 45 AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:39:18PM Page 5 Job Name: HAMPTON INN Remote Area Number: GARAGE Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 822 11'-6 8.3 h�i©M.E.P.CAD, Inc. E.A AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:39:18PM Page 6 Job Name: HAMPTON INN Remote Area Number: GARAGE Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent q (Foot) (q) Devices uivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) - when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a 9ogati-a.,5i..o 1189 11'-6 5.6 15.60 1 (See 1'-4 100 7.8 Route 1 Notes) Sprinkler, 3'-7 822 11-6 15.60 1.0490 4'-11 0.115144 0 6 - P0(3'-7) 7'-4 100 8.3 822 11'-6 2 807 11-6 15.60 2.1570 0.003440 - 7'-4 0.0 807 11'-6 15.62 2 7'-4 100 8.3 Flow(q)from Route 2 798 11-6 31.22 2.1570 0.012419 - 7'-4 0.1 798 11'-6 15.71 2 7-6'% 100 8.4 Flow(q)from Route 3 1165 11'-6 46.93 2.1570 0.026395 - T-6'/z 0.2 1165 11'-6 5.6 16.46 2 (See 7'-10% 100 8.6 Notes) - Sprinkler 1155 11'-6 63.39 2.1570 0.046033 - T-10'% 0.4 1155 11'-6 5.6 16.80 2 (See 7'-10% 100 9.0 Notes) Sprinkler 1145 11'-6 80.20 2.1570 0.071117 7-10'% 0.6 1145 11'-6 5.6 17.32 2 (See 7'-10'% 100 9.6 Notes) Sprinkler 1135 11'-6 97.51 2.1570 0.102108 7'-10'% 0.8 I 1135 11'-6 5.6 18.03 2 (See 5-7% 100 10.4 Notes) Sprinkler, 13'-2 708 11-6 115.54 2.1570 18.-9% 0.139757 2 6 fE(4'-4%),fT(8'-9%) 708 11'-6 100.81 2% (See 31'-8'% 100 13.0 Notes) Flow(q)from Route 4 11'-9 605 11-6 216.35 2.6350 43'-5 0.168261 7 3 P0(11-9) 605 11'-6 99.00 4 13'-7'% 100 20.3 Flow(q)from Route 6 603 11-6 315.35 4.2600 0.032559 - 13'-7'% 0.4 603 11'-6 95.94 4 (See 122'-9'% 100 20.7 Flow(q)from Route 7 Notes) 37'-6'% 52 11-6 411.29 4.2600 160'-4 0.053221 8.5 3E(9'-4%),fE(9'-4'%) J,©M.E.P.CAD,Inc. 11 AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:20PM Page 7 Job Name: HAMPTON INN Remote Area Number: GARAGE Dalt,: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Loss Per Unit Elev 2 Total Flow (Foot) - when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as a voga."e"a"e 52 11'-6 4 (See 10'-2 120 29.3 Notes) 28'-111/2 4.1 25 Z-0 411.29 4.2600 39 1% 0.037984 - 2.5 DPV(-1.0), BV(15'-9%),fE(13'- 2),GAR 25 2'-0 4 (See 79'-5 120 35.9 Notes) 92'-2 -9.4 170 23'8 411.29 4.2600 0.037984 - 5fE(13'-2),fT(26'-4) 171'-7 6.5 170 23'-8 4 (See 239'-6 120 33.0 Notes) 56'-5'% 4.0 8 14'6 411.29 4.2600 0.037984 - fT(26'-4),fE(13'-2),CV(1'-2), 296'0 11.2 BV(15'-9'/2) 8 14'-6 6 (See 92'-0 140 48.2 Notes) 91'-5 2.6 5 8'-6 411.29 6.2800 0.004314 2E(22'-1),T(47'-3%) 183'-5 0.8 5 8'-6 100.00 6 (See 60'-0 140 51.6 Notes) Flow(q)from Route 11 80'-41/2 -1 8'6 511.29 6.2800 0.006453 - 2LtE(14'-2), BFP(-6.0),GV(4'-8 140'-4/z 6.9 1/2),S,T(47'-3%) 58.5 Hose Allowance At Source 150.00 1 661.29 Total(Pt) Route 1 1'-4 100 7.8 Route 2 1181 11'-6 5.6 15.62 1 (See Sprinkler, Notes) 3'-7 - 807 11'-6 15.62 1.0490 0.115469 - PO(3'-7) 4'-11 0.6 8.3 Total(Pt) Route 2 1'-4 100 7.9 Route 3 1172 11'-6 5.6 15.71 1 (See Sprinkler, Notes) 3'-7 798 11'-6 15.71 1.0490 0.116639 - P0(3'-7) 4'-11 0.6 • 8.4 Total(Pt) Route 3 1185 11'-6 5.6 15.91 1 (See 1'-4'% 100 8.1 Route 4 Sprinkler, Notes) 3'-7 816 11.-6 15.91 1.0490 0.119395 PO(3'-7) 4'-11 0.6 816 11'-6 2 10'-9 100 8.7 801 11'-6 15.91 2.1570 - 0.003567 - 10'-9 0.0 /,©M.E.P.CAD,Inc. iii AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:20PM Page 8 Job Name: HAMPTON INN Remote Area Number: GARAGE Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) (Foot) Fitting/Device(q) Devices (Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a ac0e+i.,e.,�l..o 801 11'-6 15.94 2 (See 12'-8 100 8.7 Flow(q)from Route 5 Notes) 8,_9,2 1166 11-6 31.85 2.1570 21'-5 0.012886 0 3 2fE(4'-4'%) 1166 11'-6 5.6 16.77 2 (See 7'-101/2 100 9.0 Notes) Sprinkler 1156 11-6 48.63 2.1570 0.028185 - 7'-10% 0.2 1156 11'-6 5.6 16.98 2 (See 7'-10'% 100 9.2 Notes) Sprinkler 1146 11'-6 65.61 2.1570 0.049053 - 7-10'% 0.4 1146 11'-6 5.6 17.33 2 (See 7-10'% 100 9.6 Notes) Sprinkler 1136 11'-6 82.94 2.1570 0.075688 - 7'-10% 0.6 1136 11'-6 5.6 17.87 2 (See 12'-9'% 100 10.2 Notes) Sprinkler, 13'-2 708 11-6 100.81 2.1570 25'-11 0.108580 2 8 - fE(4'-4%),fT(8'-9'%) 13.0 Total(Pt) Route 4 1175 11'-6 5.6 15.94 1 (See 1-4'% 100 8.1 Route 5 Notes) Sprinkler, 3'-7 801 11-6 15.94 1.0490 4'-11 0.119887 0 6 - P0(3.-7) 8.7 Total(Pt) Route 5 1186 7'-0 5.6 19.42 2 (See 10'-9 100 12.0 Route 6 Notes) Sprinkler 1176 7'-0 19.42 2.1570 0.005161 - 10'-9 0.1 1176 7'-0 5.6 19.47 2 (See 11-0 100 12.1 Notes) Sprinkler 1160 7'-0 38.89 2.1570 0.018645 - 11'-0 0.2 1160 7'-0 5.6 19.63 2 (See 10'-4'% 100 12.3 Notes) Sprinkler 1152 7'-0 58.53 2.1570 0.039710 10'-4'/2 0.4 1152 7'-0 5.6 19.96 2 (See 10'-4% 100 12.7 Notes) Sprinkler 1140 7-0 78.49 2.1570 0.068339 - 10'-4% 0.7 ,{,©M.E.P.CAD,Inc. 4 AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:20PM Page 9 Job Name: HAMPTON INN Remote Area Number: GARAGE Data: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - when applicable,are added Node 2 Actual ID Length Total si (Foot) (Q) (Foot) (P ) Friction(Pf) directly to(Pf)and shown as (Foot) a rogpt"e vain. 1140 7'-0 5.6 20.51 2 (See 48'-6 100 13.4 Notes) Sprinkler, 35'-1 -2.0 609 11'-6 99.00 2.1570 - 0.105000 4fE(4'-4'/2),fT(8'-9'/2), P0(8'-9 83'-7 8.8 1/2) 609 11'-6 4 16'-3 100 20.2 605 11'-6 99.00 4.2600 0.003818 16'-3 0.1 20.3 Total(Pt) Route 6 0'-7 100 18.1 Route 7 1164 11'-6 5.6 23.81 1 (See Sprinkler, Notes) 3'-7 785 11'-6 23.81 1.0490 0.251729 - P0(3'-7) 4'-2 1.0 100 19.1 785 11'-6 2 7-10% 770 11'-6 23.81 2.1570 7-101/2 0.007521 - 0.1 770 11'-6 23.85 2 7-10% 100 19.2 Flow(q)from Route 8 756 11'-6 47.65 2.1570 7'-101/2 0.027151 - 0.2 756 11'-6 23.98 2 (See 1'-3 100 19.4 Flow(q)from Route 9 Notes) 8'-9'% -753 11'6 71.63 2.1570 0.057711 P0(8'-9'/2) 10'-0 0.6 753 11'-6 3 (See 9'-5 100 20.0 Notes) 6'-8,/2 711 11'-6 71.63 3.2600 16'-11/2 0.007722 0.1 E(6-81/2) 711 11'-6 24.31 3 (See 34'-5 100 20.1 Notes) Flow(q)from Route 10 14'-4% 603 11'-6 95.94 3.2600 48'-91/2 0.013258 0.6 P0(14'-4%) 20.7 Total(Pt) Route 7 0'-7 100 18.1 Route 8 1154 11'-6 5.6 23.85 1 (See Sprinkler, Notes) 3'-7 770 11'-6 23.85 1.0490 0.252453 - P0(3'-7) 4'-2 1.0 19.2 Total(Pt) Route 8 18.3 Route 97 100 1144 11'-6 5.6 23.98 1 (See 0'- Sprinkler, Notes) 3'-7 756 11'-6 23.98 1.0490 0.255065 P0(3'-7) 4'-2 1.1 1,,©M.E.P.CAD,Inc. 1/5 AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:20PM Page 10 Job Name: HAMPTON INN Remote Area Number: GARAGE Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (q) Devices Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) applicable,are added when (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a nota+va.,J^o I19.4 I Total(Pt) Route 9 1134 11'-6 5.6 24.31 1 (See 1'-3 100 18.8 Route 10 Notes) Sprinkler, 3'-7 711 11'-6 24.31 1.0490 0.261542 — P0(3'-7) 4'-10 1.3 20.1 Total(Pt) Route 10 10 8'-6 100.00 6 (See 140'-0 140 51.6 Route 11 Notes) 22'-1 Hydrant, 5 8'-6 100.00 6.2800 162'-1 0.000315 — E(22'-1) 0.1 51.6 Total(Pt) Route 11 // ©M.E.P.CAD,Inc. ill AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:20PM Page 11 JNaH Remoteob me:Area Number:AMPTON GAINNRAGE Date: 3/12/2018 [Equivalent Pipe Lengths of Valves and Fittings(C=120 only) I-1C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 Eel 111/4°Elbow Ee2 22'/2°Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap &O M.E.P.CAD,Inc. ,n AutoSPRINK 2018 v14.0.3.0 GARAGE 3/12/2018 3:39:19PM Page 12 Hydraulic Calculations for Project Name: HAMPTON INN Location: , , TIGARD, OR Drawing Name:TIGARD LOBBY FIRE.cad Calculation Date: 3/12/2018 Design Remote Area Number: LEVEL 01 Remote Area Location: LEVEL 01 Occupancy Classification: Light Hazard Commodity Classification: LIGHT Density: 0.07gpm/ft2 Area of Application: 3000ft2 (Actual 3047ft2) Coverage per Sprinkler: 150ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 36 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 100.00 at Node: 10 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 556.00 @ 51.6 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL, WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A k,©M.E.P.CAD, Inc. ,lAutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:43PM Page 1 Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: LEVEL 01 Date: 3/12/2018 100 Water Supply Summary Sheet 90 Node: 1 80 Static Pressure 76.0 • I I 556.00 • 74.6 70 1950.00 @ 62.0 60 .N 556.00 @ 51.6 50 N N 4) d 40 30 System demand curve 20 10 t 0 -111uuu1111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 11111 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 0 800 1600 2400 3200 3600 4000 400 1200 2000 2800 Flow-gpm N, ©M.E.P.CAD, Inc. A AutoSPRINK 2018 v14.0.3.0 3/12/2018 4:24:44PM Page 2 ` - Summary Of Outfiowing Devices Job Number 18-071 4 Report Description:Light Hazard(LEVEL 01) Actual Flow Minimum Flow K-Factor Pressure Device (glom) (9pm) (K) (psi) Hydrant 10 100.00 100.00 0 44.5 Sprinkler 606 13.07 11.11 4.2 9.7 Sprinkler 607 14.82 10.50 5.6 7.0 Sprinkler 611 11.79 11.11 4.2 7.9 Sprinkler 612 11.71 11.11 4.2 7.8 Sprinkler 613 14.86 10.50 5.6 7.0 Sprinkler 614 11.95 11.11 4.2 8.1 Sprinkler 622 12.04 11.11 4.2 8.2 Sprinkler 623 11.87 11.11 4.2 8.0 Sprinkler 624 11.66 11.11 4.2 7.7 Sprinkler 633 11.65 11.11 4.2 7.7 Sprinkler 635 13.27 11.11 4.2 10.0 Sprinkler 636 11.35 11.11 4.2 7.3 Sprinkler 637 11.44 11.11 4.2 7.4 Sprinkler 639 15.23 10.50 5.6 7.4 Sprinkler 640 11.68 11.11 4.2 7.7 Sprinkler 647 14.89 11.11 4.2 12.6 Sprinkler 652 12.08 11.11 4.2 8.3 Sprinkler 653 11.91 11.11 4.2 8.0 Sprinkler 657 12.02 11.11 4.2 8.2 Sprinkler 658 14.58 11.11 4.2 12.0 Sprinkler 659 13.46 11.11 4.2 10.3 Sprinkler 660 12.18 11.11 4.2 8.4 Sprinkler 663 12.28 11.11 4.2 8.6 Sprinkler 669 14.11 11.11 4.2 11.3 Sprinkler 670 11.68 11.11 4.2 7.7 Sprinkler 688 13.88 11.11 4.2 10.9 Sprinkler 689 13.07 11.11 4.2 9.7 Sprinkler 690 12.67 11.11 4.2 9.1 Sprinkler 691 12.30 11.11 4.2 8.6 Sprinkler 692 12.22 11.11 4.2 8.5 Sprinkler 693 12.25 11.11 4.2 8.5 Sprinkler 701 12.76 11.11 4.2 9.2 Sprinkler 721 12.44 11.11 4.2 8.8 Sprinkler 740 12.44 11.11 4.2 8.8 Sprinkler 749 12.30 11.11 4.2 8.6 Sprinkler 750 12.08 11.11 4.2 8.3 Most Demanding Sprinkler Data /,©M.E.P.CAD,Inc. ,in AutoSPRINK 2018 v14.0.3.0 3/12/2018 4:24:45PM Page 3 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) oe (gpm) (psi) (gpm) (psi) 1 Water Supply 76.0 62.0 1950.00 74.6 556.00 51.6 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -5'-0 Supply 51.6 556.00 10 -5'-0 Hydrant 44.5 100.00 606 8'0 Sprinkler 9.7 13.07 607 10' 8 Sprinkler 7.0 14.82 611 9'0 Sprinkler 7.9 11.79 612 9'-0 Sprinkler 7.8 11.71 613 10'-8 Sprinkler 7.0 14.86 614 9'-0 Sprinkler 8.1 11.95 622 9'0 Sprinkler 8.212.04 623 9'-0 Sprinkler 8.0 11.87 624 9' 0 Sprinkler 7.7 11.66 633 9'-0 Sprinkler 7.7 11.65 635 8'-0 Sprinkler 10.0 13.27 636 9'-0 Sprinkler 7.3 11.35 637 9'0 Sprinkler 7.4 11.44 639 10'-8 Sprinkler 7.4 15.23 640 9'-0 Sprinkler 7.7 11.68 647 0'-0 Sprinkler 12.6 14.89 652 9'-0 Sprinkler 8.3 12.08 ©M.E.P.CAD,Inc. t'sl AutoSPRINK 2018 v14.0.3.0 3/12/2018 4:24:47PM Page 4 I Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 653 9'-0 Sprinkler 8.0 11.91 657 9'-0 Sprinkler 8.2 12.02 658 8'-0 Sprinkler 12.0 14.58 659 8'-0 Sprinkler 10.3 13.46 660 8'-6 Sprinkler 8.4 12.18 663 9'-0 Sprinkler 8.6 12.28 669 8'-6 Sprinkler 11.3 14.11 670 9'-0 Sprinkler 7.7 11.68 688 8'-6 Sprinkler 10.9 13.88 689 9'-6 Sprinkler 9.7 13.07 690 9'-6 Sprinkler 9.1 12.67 691 9'-6 Sprinkler 8.6 12.30 692 9'-6 Sprinkler 8.5 12.22 693 9'-6 Sprinkler 8.5 12.25 701 9'-6 Sprinkler 9.2 12.76 721 9'-6 Sprinkler 8.8 12.44 740 9'-0 Sprinkler 8.8 12.44 749 9'-0 Sprinkler 8.6 12.30 750 9'-0 Sprinkler 8.3 12.08 5 -5'-0 44.5 8 1-0 41.0 46 10'-8 7.9 49 10'-8 7.6 L&©M.E.P.CAD, Inc. iie AutoSPRINK 2018 v14.0.3.0 3/12/2018 4:24:47PM Page 5 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (PSI) (gpm) 51 10'-8 7.3 65 10'-8 7.4 68 9'-8 9.5 70 10'-8 6.9 71 10'-8 7.4 100 10'-8 7.9 103 10'-8 7.6 10810'-8 7.8 109 9'-8 11.6 110 9'-8 9.8 111 10'-8 7.7 112 10'-8 7.5 116 10'-8 8.2 127 10'-8 8.1 15910'-89.0 160 10'-8 8.4 162 10'-8 8.3 164 10'-8 8.4 • 2169'-811.8 • 219 9'-8 11.4 221 9'-8 11.0 222 9'-8 10.9 225 10'-2 10.1 k,©M.E.P.CAD, Inc. ,uAutoSPRINK 2018 v14.0.3.0 3/12/2018 4:24:47PM Page 6 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 228 10'-2 10.0 231 10'-2 9.8 233 10'-2 9.7 234 10'-2 9.7 236 10'-2 9.7 239 10'-2 9.6 241 10'-2 9.6 257 10'-2 9.3 297 10'-2 8.8 334 10'-2 8.6 362 2'-0 29.4 &©M.E.P.CAD, Inc. f AutoSPR INK 2018 v14.0.3.0 3/12/2018 4:24:47PM Page 7 JNaHON N Remote ob me:Area Number:AMPTLEINVEL 01 Date:3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Unit Elev 2 Total Flow Loss Per - when applicable,are added Node 2 Actual ID Length Total (psi) (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a no0a*:.,o.,1.% 6'-7 150 7.0 Route 1 607 10'-8 5.6 14.82 1 (See Sprinkler, Notes) 1'-0 0.039060 - cplg(1'-0) 51 10'-8 14.82 1.1010 7'-7 0.3 51 10'-8 11.66 1 9'-6 150 7.3 '/4 Flow(q)from Route 6 103 10'-8 26.48 1.3940 0.036242 9'-6 0.3 103 10'-8 11.91 1 9'-0 150 7.6 '/4 Flow(q)from Route 12 162 10'-8 38.39 1.3940 0.072059 9'-0 0.6 162 10'-8 12.22 1% (See 2'-7 150 8.3 Flow(q)from Route 19 Notes) 15-0 0.2 239 10'-2 50.61 1.5980 - 0.061779 - E(7'-0),P0(8'-0) 17'-7 1.1 239 10'-2 77.89 4 13'-4 120 9.6 Flow(q)from Route 2 236 10'-2 128.50 4.2600 0.004415 13'-4 0.1 236 10.-2 48.04 4 10'-11 120 9.7 Flow(q)from Route 10 234 10'-2 176.54 4.2600 0.007945 10'-11 0.1 234 10.-2 27.57 4 1'-01/2 120 9.7 Flow(q)from Route 26 -233 10'-2 204.11 4.2600 1'-0'% 0.010391 - 0.0 233 10'-2 62.02 4 5'-11/2 120 9.7 Flow(q)from Route 17 - 231 10'-2 266.13 4.2600 0.016976 5'-1'/z 0.1 231 10'-2 36.27 4 6'-71/2 120 9.8 Flow(q)from Route 13 228 10'-2 302.40 4.2600 0.021503 6'-7'/z 0.1 2284'-0'h 120 10.0 10'2 13.07 4 Flow(q)from Route 29 - 225 10'-2 315.47 4.2600 0.023254 4'-0'/z 0.1 225 10'-2 58.17 4 (See 7'-9 120 10.1 Flow(q)from Route 3 Notes) 10'-61/2 0.2 222 9'-8 373.63 4.2600 0.031802 2fEE(5'3) 18'-3% 0.6 1&©M.E.P.CAD,Inc. 40 AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 8 Job Name: HAMPTON INN I Remote Area Number: LEVEL 01 Date: 3/12/2018 1 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this gstep Nominal ID) Devices (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed PressureLosses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to(Pf)and shown as ( (Foot) a re3af••,o.,a'..9 222 9'-8 13.88 4 4'-1'/2 120 10.9 Flow(q)from Route 32 221 9'-8 387.51 4.2600 0.034022 4'-1% 0.1 221 9'-8 39.79 4 8'-8 120 11.0 Flow(q)from Route 28 219 9'-8 427.31 4.2600 - 0.040766 8'-8 0.4 219 9'-8 14.11 4 9'-4'% 120 11.4 Flow(q)from Route 33 216 9'-8 441.42 4.2600 9 - 0.043292 '-4'% 0.4 216 9'-8 14.58 4 (See 175'-9'/2 120 11.8 Flow(q)from Route 34 Notes) 135'-5% 3.3 362 2'-0 456.00 4.2600 0.045974 fT(26'-4),5fE(13'-2),CV(1'-2), 311'3% 14.3 BV(15'-9%),T(26'-4), L1 362 2'-0 4 (See 64'-3'% 120 29.4 Notes) 177'-7'/z 0.4 8 1'-0 456.00 4.2600 0.045974 7fE(13'-2),2f-1(26'-4),2BV(15'- 241'-11 11.1 9%),CV(1'-2) 8 1'0 6 (See 92'-0 140 41.0 Notes) 91'-5 2.6 5 -5'-0 456.00 6.2800 183'-5 0.005222 1 0 - 2E(22'-1),T(47'-3%) 5 -5-0 100.00 6 (See 60'-0 140 44.5 Flow(q)from Route 36 Notes) 80'-4'% 1 -5-0 556.00 6.2800 0.007536 - 2LtE(14'-2), BFP(-6.0),GV(4'-8 140'-4/: 7.1 %),S,T(47'-3%) 0.00 51.6 Hose Allowance At Source 1 556.00 Total(Pt) Route 1 613 10'-8 5.6 14.86 1 (See 9'-3 150 7.0 Route 2 Notes) Sprinkler 639 10'-8 14.86 1.1010 - 0.039250 9'-3 0.4 639 10'-8 5.6 15.23 1% (See 5'-9'/z 150 7.4 Notes) Sprinkler 111 10'-8 30.09 1.3940 0.045905 5'-9% 0.3 111 10'-8 12.18 1 5-4% 150 7.7 '/< Flow(q)from Route 18 127 10'-8 42.27 1.3940 0.086091 - 5'-4'/z 0.5 /k,©M.E.P.CAD,Inc. le AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 9 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (R) (Foot) (Foot) (Psi) Friction(Pf) directly to(Pf)and shown as 2,-"e32,6%v.luq 127 10.-8 23.37 11/2 2'-6 150 8.1 Flow(q)from Route 7 164 10'-8 65.64 1.5980 0'099928 2'-6 0.2 164 10'-8 12.25 2 (See 2'-7 150 8.4 Notes) Flow(q)from Route 20 19'-0 0.2 241 10'-2 77.89 2.0030 0.045649 E(9'-0), P0(10'-0) 21'-7 1.0 120 9.6 241 10.-2 4 6'-5'/2 239 10'-2 77.89 4.2600 0.001749 6'-5'/2 0.0 9.6 Total(Pt) Route 2 6'-5'/2 150 7.3 Route 3 636 9'-0 4.2 11.35 1 (See Sprinkler, Notes) 5'-0 -0.7 70 10'-8 11.35 1.1010 0.023861 E(5'-0) 11'-5/2 0.3 70 10'-8 11.44 1 (See 1'-4 150 6.9 Notes) Flow(q)from Route 4 5'-0 71 10'-8 22.79 1.1010 0.086631 T(5'-0) 6'-4 0.5 71 10.-8 23.36 1'/2 7'-5'/2 150 7.4 Flow(q)from Route 5 108 10'-8 46.15 1.5980 0.052076 - T-5'h 0.4 108 10'-8 12.02 1% (See 10'-9'/2 150 7.8 Notes) Flow(q)from Route 14 15'-0 0.2 0.079907 E(7'-0),PO(8'-0) 225 10.-2 58.17 1.5980 25•-91/2 2.1 10.1 Total(Pt) Route 3 637 9'-0 4.2 11.44 1 (See 1'-8 150 7.4 Route 4 Notes) Sprinkler, 5'-0 -0.7 70 10'-8 11.44 1.1010 0.024201 1(5'-0) 6'-8 0.2 6.9 Total(Pt) Route 4 5'-8 150 7.7 Route 5 633 9'-0 4.2 11.65 1 (See Sprinkler, Notes) 10'-0 -0.7 - 0.025044 - E(5'-0),T(5'-0) 65 10'-8 11.65 1.1010 15'8 0.4 65 10'-8 11.71 1'/a 1'-4'/2 150 7.4 Flow(q)from Route 9 - 71 10'-8 23.36 1.3940 1.-41/2 0.028737 0.0 k,©M.E.P.CAD,Inc. lin AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 10 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 Fittings& Total(Pt) Foot K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices E uivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (0) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pt)and shown as I7.4 I Total(Pt) Route 5 624 9'-0 4.2 11.66 1 (See 2'-2 150 7.7 Route 6 Notes) 10.-0 Sprinkler, 0.7 - 51 10'-8 11.66 1.1010 12.-2 0.025092 U 3 E(5'-0),T(5'-0) 7.3 Total(Pt) Route 6 670 9'-0 4.2 11.68 1 (See 9'-2 150 7.7 Route 7 Notes) 10.-0 Sprinkler, 0.7 112 10'-8 11.68 1.1010 19 2 0.025173 0 5 E(5'-0),T(5'-0) 112 10'-8 11.68 11/4 (See 13'-11% 150 7.5 Notes) Flow(q)from Route 8 8'-0 127 10'-8 23.37 1.3940 0.028760 - EE(2'-0),T(6'-0) 21'-11% 0.6 8.1 Total(Pt) Route 7 640 9'-0 4.2 11.68 1 (See 9'-2 150 7.7 Route 8 Notes) Sprinkler, 10'-0 -0.7 112 10'-8 11.68 1.1010 19 2 0.025173 0 5 - E(5'-0),T(5'-0) 7.5 Total(Pt) Route 8 612 9'-0 4.2 11.71 1 (See 7'-8 150 7.8 Route 9 Notes) Sprinkler, 5'-0 -0.7 65 10'-8 11.71 1.1010 0.025262 - E(5'-0) 12'-8 0.3 7.4 Total(Pt) Route 9 611 9'-0 4.2 11.79 1 (See 7'-6'% 150 7.9 Route 10 Notes) 10'-0 Sprinkler, 0.7 49 10'-8 11.79 1.1010 0.025577 - 2E(5'-0) 17'-6% 0.4 49 10'-8 11.87 1'/4 9-6 150 7.6 Flow(q)from Route 11 100 10'-8 23.66 1.3940 0.029420 - 9'-6 0.3 100 10'-8 12.08 1'/4 9'-U 150 7.9 Flow(q)from Route 16 160 10'-8 35.73 1.3940 0.063097 9'-0 0.6 160 10'-8 12.30 1% (See 2'-7 150 8.4 Notes) Flow(q)from Route 23 15'-0 0.2 236 10'-2 48.04 1.5980 17'-7 0.056090 1 0 - E(7'-0), P0(8'-0) 9.7 Total(Pt) Route 10 f,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 11 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12%2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (psi) (Foot) (Q) Friction(Pf) directly to(Pf)and shown as (Foot)) (Foot) a rag-fl-e„ai,.a 2'-10 150 8.0 Route 11 623 9'-0 4.2 11.87 1 (See Sprinkler, Notes) 10'-0 -0.7 49 10'-8 11.87 1.1010 0.025925 E(5'-0),T(5'-0) 12'-10 0.3 7.6 Total(Pt) Route 11 2'-2 150 8.0 Route 12 653 9'-0 4.2 11.91 1 (See Sprinkler, Notes) 10'-0 -0.7 103 10'8 11.91 1.1010 - 0.026093 E(5'-0),T(5'-0) 12'-2 0.3 7.6 Total(Pt) Route 12 8'-1'/2 150 8.1 Route 13 614 9'-0 4.2 11.95 1 (See Sprinkler, Notes) 10'-0 -0.7 46 10'-8 11.95 1.1010 18'-11/2 0.026254 - 0.5 2E(5'-0) 46 10'-8 12.04 111'-0 150 7.9 '/4 Flow(q)from Route 15 - 116 10'-8 23.99 1.3940 0.030191 11'-0 0.3 116 10'-8 12.28 11/4 (See 10'-1'% 150 8.2 Flow(q)from Route 21 Notes) 12'-0 0.2 1 231 10'-2 36.27 1.3940 2Z-1% 0.064864 - 4 E(6' 0),PO(6'0) 9.8 Total(Pt) Route 13 2'-5 150 8.2 Route 14 657 9'-0 4.2 12.02 1 (See Sprinkler, Notes) 10'-0 -0.7 108 10'-8 12.02 1.1010 0.026517 E(5'-0),T(5'-0) 12'-5 0.3 7.8 Total(Pt) Route 14 3'-7 150 8.2 Route 15 622 9'-0 4.2 12.04 1 (See Sprinkler, Notes) 10'-0 -0.7 46 10'-8 12.04 1.1010 0.026598 E(5'-0),T(5'-0) 13'-7 0.4 7.9 Total(Pt) Route 15 2'-6 150 8.3 Route 16 652 9'-0 4.2 12.08 1 (See Sprinkler, Notes) 10'-0 -0.7 100 10'8 12.08 1.1010 0.026760 - E(5'-0),T(5'-0) 12'-6 0.3 7.9 Total(Pt) Route 16 12'-2'h 150 8.3 Route 17 750 9'0 4.2 12.08 1 (See Sprinkler, Notes) 15'-0 -0.5 0 430 10'-2 12.08 1.1010 27'2'/z 0.026769 7 2E(5'0),T(5'0) �/,©M.E.P.CAD,Inc. iiil AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 12 J ReobmName:ote Area Number:HAMPTON LEINNVEL 01 Date: 3/12/2018 Pipe Information Node 1 Elev 1 Flow added Length C Factor ( ) Notes Fittings& Total(Pt) (Foot) K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (q) Devices Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 when a (Foot) (Q) Actual ID Length Total (psi) pplicable,are added (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a naga+I•,a vain. 430 10'-2 12.30 1'/< 4'-1'% 150 8.5 Flow(q)from Route 22 334 10'-2 24.38 1.3940 0.031095 4'-1'% 0.1 334 10'-2 12.44 1% 5-2% 150 8.6 Flow(q)from Route 24 297 10'-2 36.81 1.5980 0.034283 - 5-2'% 0.2 297 10'-2 12.44 1% 8'-0'% 150 8.8 Flow(q)from Route 25 257 10'-2 49.26 1.5980 0.058749 - 5-0% 0.5 257 10'-2 12.76 2 (See 5'-10'% 150 9.3 Notes) Flow(q)from Route 27 10'-0 233 10'-2 62.02 2.0030 0.029946 - P0(10'-0) 15-10'% 0.5 9.7 Total(Pt) Route 17 660 8'-6 4.2 12.18 1 (See 2'-2 150 8.4 Route 18 Notes) 5'-0 Sprinkler, -0.9 111 10'-8 12.18 1.1010 0.027186 T(5'-0) 7'-2 0.2 7.7 Total(Pt) Route 18 692 9'-6 4.2 12.22 1 (See 2'-1 150 8.5 Route 19 Notes) 10'-0 Sprinkler, 0.5 162 10'-8 12.22 1.1010 0.027348 E(5'-0),T(5'-0) 12'-1 0.3 8.3 Total(Pt) Route 19 i 693 9'-6 4.2 12.25 1 (See 3'-7'/z 150 8.5 Route 20 Notes) 10.0 Sprinkler, 0.5 164 10'-8 12.25 1.1010 0.027485 - E(5'-0),T(5'-0) 13'-7'% 0.4 8.4 Total(Pt) Route 20 663 9'-0 4.2 12.28 1 (See 2'-11 150 8.6 Route 21 Notes) 10'-0 Sprinkler, 0.7 116 10'-8 12.28 1.1010 0.027604 E(5'-0),1(5'-0) 12'-11 0.4 8.2 Total(Pt) Route 21 749 9'-0 4.2 12.30 1 (See 5'-5'% 150 8.6 Route 22 Notes) 10'-0 Sprinkler, -0.5 430 10'-2 12.30 1.1010 0.027669 E(5-0),T(5-0) 15'-5'% 0.4 8.5 Total(Pt) Route 22 L{,©M.E.P.CAD,Inc. 41AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 13 JName: HON Remoteob Area Number:AMPTN LEVEL IN01 Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Unit Elev 2 Total Flow Loss Per - when applicable,are added Node 2 Actual ID Length Total (psi) directlyto(Pf)and shown as (Foot) (Q) Foot Friction(Pf) (Foot) (Foot) a..eJa+ive"a'uo 3'-5 150 8.6 Route 23 691 9'-6 4.2 12.30 1 (See Sprinkler, Notes) 10'-0 -0.5 0.027699 E(5'0),T(5'0) 160 10'-8 12.30 1.1010 13'-5 0.4 8.4 Total(Pt) Route 23 2'-81/2 150 8.8 Route 24 740 9'-0 4.2 12.44 1 (See Sprinkler, Notes) 10'-0 -0.5 0.028258 - E(5'-0),T(5'-0) 334 10.-2 12.44 1.1010 12'-81/2 0.4 8.6 Total(Pt) Route 24 1'-2 150 8.8 Route 25 721 9'-6 4.2 12.44 1 (See Sprinkler, Notes) 10'-0 -0.3 0.028275 E(5'-0),T(5'-0) 297 10'-2 12.44 1.1010 11'-2 0.3 8.8 Total(Pt) Route 25 2'-0 150 9.1 Route 26 690 9'-6 4.2 12.67 1 (See Sprinkler, Notes) 10'-0 -0.5 0.029263 E(5'0),T(5'0) 159 10'-8 12.67 1.1010 12•-0 0.4 (See 2'-7 150 9.0 14.89 11/4 159 10'-8 Flow(q)from Route 35 Notes) 12'-0 0.2 0.039039 - E(6' 0), PO(6'0) 234 10.-2 27.57 1.3940 14•-7 0.6 9.7 Total(Pt) Route 26 1'-2 150 9.2 Route 27 701 9'-6 4.2 12.76 1 (See Sprinkler, Notes) 10'-0 -0.3 - 0.029634 - E(5'-0),T(5'-0) 257 10'2 12.76 1.1010 11-2 0.3 9.3 Total(Pt) Route 27 11'-8 150 9.7 Route 28 606 8'-0 4.2 13.07 1 (See Sprinkler, Notes) 5.-0 -0.7 0.030959 - E(6-0) 68 9'-8 13.07 1.1010 16'-8 0.5 8'-0 150 9.5 13.27 11/< 68 9'-g Flow(q)from Route 30 -0.0 0.035881 - 110 9'-8 26.34 1.3940 8'-0 0.3 (See 10'-3 150 9.8 13.46 1% 110 9'-8Flow(q)from Route 31 Notes) 6'-0 0.0 0.076995 P0(6'-0) 221 9'-8 39.79 1.3940 16'-3 1.3 11.0 Total(Pt) Route 28 &©M.E.P.CAD,Inc. iie AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 14 Job.Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 Foot K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices 9 ( q Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) Q Actual ID Length Total (psi) when applicable,are added ( ) (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a no0af" a.,-lue 689 9'-6 4.2 13.07 1 (See 3'-9 150 9.7 Route 29 Notes) 15'-0 -0.3 Sprinkler, 228 10'-2 13.07 1.1010 18 9 0.030982 0 6 - 2E(5'-0), P0(5'-0) 10.0 Total(Pt) Route 29 635 8'-0 4.2 13.27 1 (See 1'-8 150 10.0 Route 30 Notes) Sprinkler, 5'-0 -0.7 68 9'-8 13.27 1.1010 6'-8 0.031857 0 2 1(5'-0) 9.5 Total(Pt) Route 30 659 8'-0 4.2 13.46 1 (See 1-8 150 10.3 Route 31 Notes) Sprinkler, 5'-0 -0.7 110 9'-8 13.46 1.1010 6 8 0.032687 0 2 T(5'-0) 9.8 Total(Pt) Route 31 688 8'-6 4.2 13.88 1 (See 3'-3 150 10.9 Route 32 Notes) Sprinkler, 10'-0 -0.5 222 9'-8 13.88 1.1010 13'-3 0.034609 0 5 - E(5'-0), P0(5'-0) 10.9 Total(Pt) Route 32 669 8'-6 4.2 14.11 1 (See 6'-2 150 11.3 Route 33 Notes) Sprinkler, 10,-0 -0.5 219 9'-8 14.11 1.1010 16'-2 0.035708 0 6 - E(5'-0),P0(5'-0) 11.4 Total(Pt) Route 33 658 8'-0 4.2 14.58 1 (See 1'-8 150 12.0 Route 34 Notes) 5'-0 -0.7 Sprinkler, 109 9'-8 14.58 1.10106 8 0.037902 0 3 - 1(5'-0) 109 9'-8 11/4 (See 10'-3 150 11.6 Notes) 6'-0 216 9'-8 14.58 1.3940 16-3 0.012012 0 2 - P0(6'-0) 11.8 Total(Pt) Route 34 647 0,-0 4.2 14.89 1 (See 20'-61/2 150 12.6 Route 35 Notes) Sprinkler, 5'-0 -4.6 159 10'-8 14.89 1.1010 0.039425 - E(5'-0) 25'-61/2 1.0 9.0 Total(Pt) Route 35 ki©M.E.P.CAD,Inc. ill AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 15 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. Loss Per Unit — (Foot) when applicable,are added Node 2 Actual ID Length Total (psi) (Foot) (4) (Foot) Friction(Pf) directly to(Pf)and shown as (Foot) a ncga+^•cusluo 140'-0 140 44.5 Route 36 10 -5'-0 100.00 6 (See Hydrant, Notes) 22'-1 5 -5'-0 100.00 6.2800 — 0.000315 E(22-1) 162'-1 0.1 44.5 Total(Pt) Route 36 f{ ©M.E.P.CAD,Inc. ill AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 16 Job Name: HAMPTON INN Remote Area Number: LEVEL 01 Date: 3/12/2018 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) riC-Value Multiplier 1 Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing 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 11'/4°Elbow Ee2 22'/z°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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap fh,©M.E.P.CAD,Inc. iin AutoSPRINK 2018 v14.0.3.0 LEVEL 01 3/12/2018 4:24:49PM Page 17 Hydraulic Calculations for Project Name: HAMPTON INN Location: , ,TIGARD, OR Drawing Name:TIGARD L2 FIRE.cad Calculation Date: 3/12/2018 Design Remote Area Number: LEVEL 02 Remote Area Location: LEVEL 02 Occupancy Classification: Light Hazard Commodity Classification: LIGHT HAZ Density: 0.10gpm/ft2 Area of Application: 8ft2(Actual 597ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 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: 230.53 @ 63.1 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL,WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left: 63.1 Right:63.1 M.E.P.CAD, Inc. lAutoSPRINK 2018 v14.0.3.0 LEVEL 02 3/12/2018 3:58:39PM Page 1 Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: LEVEL 02 Date: 3/12/2018 100 Supply Summary Sheet 90 Node: 1 80 =Static Pressure 76.0 _230.53 .a 75.7 70 230.53 @ 63.1 1950.00 @ 62.0 60 N - - 2 50 N - (A - N - d 40 -1 =Svstem demand curve 30 20 10 0 I I s i i t i I I III 11111 t i I 1 1 1 1 1 1 1 1 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Flow-gpm &C)M.E.P.CAD, Inc. AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:58:40PM Page 2 174 Summary Of Outflowing Devices °a Numb:18-071' ,,11i _ Report Description:Light Hazard(LEVEL 02) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (9Pm) (K) (psi) Hydrant 10 100.00 100.00 0 56.8 Sprinkler 695 18.27 13.00 4.9 13.9 Sprinkler 700 17.98 13.00 4.9 13.5 Sprinkler 702 15.65 13.00 4.9 10.2 Sprinkler 704 13.00 13.00 4.9 7.0 Sprinkler 707 15.91 13.00 4.9 10.5 Sprinkler 709 13.00 13.00 4.9 7.0 Sprinkler 711 17.70 13.00 4.9 13.0 J Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. ,ia AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:58:41 PM Page 3 ,Job Name: HAMPTON INN Remote Area Number: LEVEL 02 Date: 3/12/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (Psi) @ (9Pm) (Psi) (9Pm) (psi) 1 Water Supply 76.0 62.0 1950.00 75.7 230.53 63.1 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -17'-9 Supply 63.1 230.53 10 -17'-9 Hydrant 56.8 100.00 695 7'-6 Sprinkler 13.9 18.27 700 7'-6 Sprinkler 13.5 17.98 702 7'-6 Sprinkler 10.2 15.65 704 8'-8 Sprinkler 7.0 13.00 707 7-6 Sprinkler 10.5 15.91 709 8'-8 Sprinkler 7.0 13.00 711 7-6 Sprinkler 13.0 17.70 1541 7'-6 Sprinkler 15.1 19.01 5 -17'-9 56.9 8 -11'-9 54.2 411 8'-6 16.8 413 8'-6 15.0 421 8'-6 13.9 426 8'-6 13.8 440 8'-6 10.4 445 8'-6 10.5 448 9'-2 7.3 C)M.E.P.CAD, Inc. A AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:58:43PM Page 4 Job Name: HAMPTON INN Remote Area Number: LEVEL 02 Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 453 8'-6 16.1 455 8'-6 12.9 778 -1'-6 47.4 800 -2'-6 49.1 L,©M.E.P.CAD, Inc. in AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:58:43PM Page 5 Job,Name: HAMPTON INN Remote Area Number: LEVEL 02 Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 Foot K-Factor this step Nominal ID (Foot) Fitting/Device/Device E uivalent (Foot) (q) Devices 9 (Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 Actual ID Length Total si when applicable,are added (Foot) (4) (Foot) (Foot) (P ) Friction(Pf) directly to(Pf)and shown as a re3ah„G"a'uo 704 8'-8 4.9 13.00 1 (See 6'41% 150 7.0 Route 1 Notes) Sprinkler, 10'-0 -0.2 448 9'-2 13.00 1.1010 0.030666 - E(5'-0),T(5'-0) 16'-0% 0.5 448 9'-2 13.00 1 (See 11'-0 150 7.3 Notes) Flow(q)from Route 2 15'-0 0.3 445 8'-6 26.00 1.1010 26.-0 0.110552 2.9 2E(5'-0),T(5'-0) 445 8'-6 31.57 11/4 (See 10'-2 150 10.5 Notes) Flow(q)from Route 3 6'-0 455 8'-6 57.57 1.3940 16.-2 0.152445 2 5 E(6'-0) 455 8'-6 17.70 1' (See 6.-91/2 150 12.9 Notes) Flow(q)from Route 5 6'-0 453 8'-6 75.27 1.3940 12.-9% 0.250332 3.2 C(6'-0) 453 8'-6 2% 39'-0% 150 16.1 411 8'-6 75.27 2.4230 0.016954 - 39'-0% 0.7 411 8'-6 55.27 2% (See 364'-10 150 16.8 Notes) Flow(q)from Route 6 194'-0 4.3 778 -1'-6 130.53 2.4230 0.046953 - 13E(12'-0),2T(12'-0), CV(14'-0 558'-10 26,2 ), L2 778 -1'-6 2% (See 0.-0 150 47.4 Notes) 28.-0 0.4 800 -2'-6 130.53 2.4230 28 0 0.046953 1 3 - B• V,2cplg(2'-0),fE(12'-0),P0(1 2'-0) 800 -2'-6 4 (See 66'-6% 120 49.1 Notes) 164'-5'% 4.0 8 -11'-9 130.53 4.2600 231'-0 0.004545 1 0 --- 2• fT(26'-4),6fE(13'-2),2BV(15'- 8 -11'-9 6 (See 92'-0 140 54.2 Notes) 91,-5 2.6 5 -17'-9 130.53 6.2800 183.-5 0.000516 0 1 2E(22'-1),T(47'-3%) 5 -17'-9 100.00 6 (See 60.-0 140 56.9 Flow(q)from Route 9 Notes) 80'-4'% 1 -17'-9 230.53 6.2800 0.001478 - 2• LtE(14'-2), BFP(-6.0),GV(4'-8 140'-4% 6.2 h),S,T(47'-3%) 0.00 63.1 Hose Allowance At Source 1 230.53 Total(Pt) Route 1 k,©M.E.P.CAD,Inc. id AutoSPRINK 2018 v14.0.3.0 LEVEL 02 3/12/2018 3:58:45PM Page 6 JmN INN RemoteobNaArea NumbeHAMPTOr: LEVEL 02 Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Len th Fitting g ) Pf Friction Elev(Pe) Fixed Pressure Losses, Loss Per Unit Elev 2 Total Flow Equiv. .. (Foot) - when applicable,are added Node 2 Actual ID Length Total (psi) (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to(Pt)and shown as 9 Kw33 'O vaiu4, 6-0'/2 150 7.0 Route 2 709 8'-8 4.9 13.00 1 (See Sprinkler, Notes) 10'-0 -0.2 448 9'-2 13.00 1.1010 16'-0'/2 0.030666 - 0 5 E(5'-0),T(5'-0) 7.3 Total(Pt) Route 2 9'-0 150 10.2 Route 3 702 7'-6 4.9 15.65 1 (See Sprinkler, Notes) 5-0 -0.4 440 8'-6 15.65 1.1010 0.043245 E(5'-0) 14'-0 0.6 150 10.4 440 8'6 15.91 1 0'-71/2 Flow(q)from Route 4 - 0.158277 - 445 8'-6 31.57 1.1010 0'-7,/2 0.1 10.5 Total(Pt) Route 3 1'-0 150 10.5 Route 4 707 7'-6 4.9 15.91 1 (See Sprinkler, Notes) 5-0 -0.4 - 440 8'-6 15.91 1.1010 0.044569 - T(5'-0) 6'-0 0.3 10.4 Total(Pt) Route 4 1'-0 150 13.0 Route 5 711 7'-6 4.9 17.70 1 (See Sprinkler, Notes) 5'-0 -0.4 455 8'6 17.70 1.1010 0.054277 T(5'-0) 6'-0 0.3 12.9 Total(Pt) Route 5 9'-0 150 13.5 Route 6 700 7'-6 4.9 17.98 1 (See Sprinkler, Notes) 5'-0 -0.4 426 8'-6 17.98 1.1010 - 0.055894 - E(5'-0) 14'-0 0.8 426 8'-6 18.27 1 0'-7'% 150 13.8 Flow(q)from Route 7 - 0.204508 421 8'-6 36.26 1.1010 0'-7'h 0.1 421 8'-6 1% (See 10'-2 150 13.9 Notes) 6'-0 413 8'-6 36.26 1.3940 0.064812 - E(6'-0) 16'-2 1.0 6'-9'/2 150 15.0 413 8'-6 19.01 1% (See Flow(q)from Route 8 Notes) 6'-0 411 8'-6 55.27 1.3940 0.141382 C(6'-0) 12'-9% 1.8 16.8 Total(Pt) Route 6 /y` ©M.E.P.CAD,Inc. inAutoSPRINK 2018 v14.0.3.0 LEVEL 02 3/12/2018 3:58:45PM Page 7 Job Name: HAMPTON INN Remote Area Number: LEVEL 02 Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor ( ) Notes Node 1 Fittings& Total Pt (Foot) K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (q) Devices Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) applicable,are added when (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a p e3.th,e‘,,21,.e 695 7'-6 4.9 18.27 1 (See 1'-0 150 13.9 Route 7 Notes) 5'-0 -0.4 Sprinkler, 426 8'-6 18.27 1.1010 0.057570 — T(5'-0) 6'-0 0.3 13.8 Total(Pt) Route 7 1541 7'-6 4.9 19.01 1 (See 1'-0 150 15.1 Route 8 Notes) Sprinkler, 5'-0 -0.4 413 8'-6 19.01 1.1010 0.061958 T(5'-0) 6'-0 0.4 15.0 Total(Pt) Route 8 10 -17'-9 100.00 6 (See 140'-0 140 56.8 Route 9 Notes) Hydrant, 22'-1 5 -17'-9 100.00 6.2800 0.000315 E(22'-1) 162'-1 0.1 56.9 Total(Pt) Route 9 L©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.0.3.0 LEVEL 02 3/12/2018 3:58:45PM Page 8 JaHN RemoteobNme:Area Number:AMPTON LEINVEL 02 ` Date: 3/12/2018 1 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) I [C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 i Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing 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 22'/2°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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap • ©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.0.3.0 LEVEL 02 3/12/2018 3:58:45PM Page 9 Hydraulic Calculations for Project Name: HAMPTON INN Location: , ,TIGARD, OR Drawing Name:TIGARD L3 FIRE.cad Calculation Date: 3/12/2018 Design Remote Area Number: LEVEL 03 Remote Area Location: LEVEL 03 Occupancy Classification: Light Hazard Commodity Classification: LIGHT HAZ Density: 0.10gpm/ft2 Area of Application: 8ft2(Actual 597ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 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: 230.53 @ 67.4 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL,WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A 4©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.0.3.0 LEVEL 03 3/12/2018 3:52:01 PM Page 1 Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: LEVEL 03 Date: 3/12/2018 100 Supply Summary Sheet 90 Node: 1 80 Static Pressure 76.0 230.53 . 75.7 70 2I0.53@67.4 1950.00 @ 62.0 60 .N a 50 CL System demand curve 40 30 20 10 0 -711111111111111 111111111 111111111 111 11 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Flow-gpm LM,©M.E.P.CAD, Inc. ? AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:52:03PM Page 2 4 FUmmary Of Outflowing Devices ` Job Number 18-071 Report Description:Light Hazard(LEVEL 03) Actual Flow I Minimum Flow K-Factor Pressure Device (9Pm) (9Pm) (K) (psi) Hydrant 10 100.00 100.00 0 61.1 Sprinkler 695 18.27 13.00 4.9 13.9 Sprinkler 700 17.98 13.00 4.9 13.5 Sprinkler 702 15.65 13.00 4.9 10.2 14) Sprinkler 704 13.00 13.00 4.9 7.0 Sprinkler 707 15.91 13.00 4.9 10.5 Sprinkler 709 13.00 13.00 4.9 7.0 Sprinkler 711 17.70 13.00 4.9 13.0 Sprinkler 1542 19.01 13.00 4.9 15.1 Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. 41 AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:52:04PM Page 3 Job Name: HAMPTON INN Remote Area Number: LEVEL 03 Date: 3/12/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) oe (gpm) (psi) (9pm) (psi) 1 Water Supply 76.0 62.0 1950.00 75.7 230.53 67.4 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -27'-10 Supply 67.4 230.53 10 -27'-10 Hydrant 61.1 100.00 695 7'-6 Sprinkler 13.9 18.27 700 7'-6 Sprinkler 13.5 17.98 702 7'-6 Sprinkler 10.2 15.65 704 8'-8 Sprinkler 7.0 13.00 707 7'-6 Sprinkler 10.5 15.91 709 8'-8 Sprinkler 7.0 13.00 711 7-6 Sprinkler 13.0 17.70 1542 7-6 Sprinkler 15.1 19.01 5 -27'-10 61.2 8 -21'-10 58.5 411 8'-6 16.8 413 8'-6 15.0 421 8'-6 13.9 426 8'-6 13.8 440 8'-6 10.4 445 8'-6 10.5 448 9'-2 7.3 &©M.E.P.CAD, Inc. iie AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:52:06PM Page 4 Job Name: HAMPTON INN Remote Area Number: LEVEL 03 Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 453 8'-6 16.1 455 8'-6 12.9 789 -1'-7 47.4 790 -1'-0 47.1 4©M.E.P.CAD, Inc. 4,4 AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:52:06PM Page 5 Job Name: HAMPTON INN Remote Area Number: LEVEL 03 Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Elev(Pe) Length) Pf Friction ( ) Fixed Pressure Losses, Equiv. (Foot) Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (4) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as a Hogan"o va,.o 709 8'-8 4.9 13.00 1 (See 6'-0% 150 7.0 Route 1 Notes) Sprinkler, 10'-0 -0.2 448 9'-2 13.00 1.1010 16'0'/z 0.030666 - 0 5 E(5'0),T(5'-0) 448 9'-2 13.00 1 (See 11'-0 150 7.3 Notes) Flow(q)from Route 2 15'-0 0.3 445 8'-6 26.00 1.1010 0.110552 2E(5'-0),T(5'-0) 26'-0 2.9 445 8'-6 31.57 11/4 (See 10'2 150 10.5 Notes) Flow(q)from Route 3 6-0 455 8'-6 57.57 1.3940 - 0.152445 E(6'-0) 16'-2 2.5 455 8'-6 17.70 11/4 (See 6'-9'/2 150 12.9 Notes) Flow(q)from Route 5 6'-0 453 8'-6 75.27 1.3940 12'-91/2 0.250332 3 2 C(6'-0) 150 16.1 453 8'-6 2'/2 39'-0'% 411 8'-6 75.27 2.4230 0.016954 39'-0% 0.7 411 8'-6 55.27 2% (See 364'-4 150 16.8 Notes) Flow(q)from Route 6 194'-0 4.1 790 -1'-0 130.53 2.4230 0.046953 14E(12'-0),T(12'-0),CV(14'-0), 558'-4 26.2 L3 790 -1'-0 2% (See 0'-0 150 47.1 Notes) 0.3 789 -1'-7 130.53 2.4230 0.046953 BV 0'-0 0.0 789 -1'-7 2% (See 0'-8'% 120 47.4 Notes) 24'-8'% 0.2 - 0.047157 fE(8'-3),P0(16-5%) 811 -2'-0 130.53 2.6350 25'-5 1.2 811 -2'-0 4 (See 77.-1% 120 48.8 Notes) 164'-5% 8.6 0.004545 - 2fT(26'-4),6fE(13'-2),2BV(15'- 8 21' 10 130.53 4.2600 241'-7 1.1 9%),CV(1'-2) 8 -21-10 6 (See 92'-0 140 58.5 Notes) 91'-5 2.6 0.000516 - 2E(22'-1),1(47'-3%) 5 -27-10 130.53 6.2800 18T-5 0.1 5 -27'-10 100.00 6 (See 60'-0 140 61.2 Notes) Flow(q)from Route 9 80'-4% 0.001478 2LtE(14'-2), BFP(-6.0),GV(4'-8 1 27' 10 230.53 6.2800 140'-4'/2 6.2 %),S,T(47'-3%) ©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.0.3.0 LEVEL 03 3/12/2018 3:52:08PM Page 6 Job,Name: HAMPTON INN Remote Area Number: LEVEL 03 Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor ( ) Node 1 Fitting/Device Notes Fittings& Total(Pt) (Foot) K-Factor this step Nominal ID (Foot) (Equivalent (q) Devices Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pt)and shown as .re32"Q.5I..0 0.00 67.4 Hose Allowance At Source 1 230.53 Total(Pt) Route 1 704 8'-8 4.9 13.00 1 (See 6'-01/2 150 7.0 Route 2 Notes) 10'-0 Sprinkler, 0.2 448 9'-2 13.00 1.1010 0.030666 - E(5'-0),T(5'-0) 16'-0'% 0.5 7.3 Total(Pt) Route 2 702 7'-6 4.9 15.65 1 (See 9'-0 150 10.2 Route 3 Notes) 5'_0 Sprinkler, 0.4 440 8'-6 15.65 1.1010 0.043245 -' E(5'-0) 14'-0 0.6 440 8'-6 15.91 1 0'-7'/2 150 10.4 Flow(q)from Route 4 445 8'-6 31.57 1.1010 0.158277 - 0'-7'% 0.1 10.5 Total(Pt) Route 3 707 7'-6 4.9 15.91 1 (See 1'-0 150 10.5 Route 4 Notes) 5'-0 Sprinkler, 0.4 440 8'-6 15.91 1.1010 0.044569 - T(5'-0) 6'-0 0.3 10.4 Total(Pt) Route 4 711 7'-6 4.9 17.70 1 (See 1'-0 150 13.0 Route 5 Notes) Sprinkler, 5'-0 -0.4 455 8'-6 17.70 1.1010 0.054277 1(5-0) 6'-0 0.3 12.9 Total(Pt) Route 5 700 7-6 4.9 17.98 1 (See 9'-0 150 13.5 Route 6 Notes) 5'-0 -0.4 Sprinkler, 426 8'-6 17.98 1.1010 0.055894 - E(5'-0) 14'-0 0.8 426 8'-6 18,27 1 0'-7'% 150 13.8 Flow(q)from Route 7 421 8'-6 36.26 1.1010 0.204508 - 0'-7'/2 0.1 421 8'-6 11/4 (See 10'-2 150 13.9 Notes) 6'-0 413 8'-6 36.26 1.3940 0.064812 - E(6-0) 16'-2 1.0 &0 M.E.P.CAD,Inc. In AutoSPRINK 2018 v14.0.3.0 LEVEL 03 3/12/2018 3:52:08PM Page 7 Job Name: HAMPTON INN Remote Area Number: LEVEL 03 Date: 3/12/ 018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices Length) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Elev 2 Total Flow Loss Per Unit - when applicable,are added Node 2 Actual ID Length Total (psi) directlyto P and shown as (Foot) (Q) Foot (Foot) Friction(Pf) ( fl (Foot) a nartwa�a,uv 413 8'-6 19.01 11/4 (See 6-9'/2 150 15.0 Flow(q)from Route 8 Notes) 6-0 411 8'-6 55.27 1.3940 0.141382 C(6'-0) 12'-9%2 1.8 16.8 Total(Pt) Route 6 1,-0 150 13.9 Route 7 695 7'-6 4.9 18.27 1 (See Sprinkler, Notes) 5'-0 -0.4 -426 8'-6 18.27 1.1010 0.057570 - T(5'-0) 6'-0 0.3 13.8 Total(Pt) Route 7 1'-0 150 15.1 Route 8 1542 7'-6 4.9 19.01 1 (See Sprinkler, Notes) 5'-0 -0.4 413 8'-6 19.01 1.1010 0.061958 - T(5'-0) 6'-0 0.4 15.0 Total(Pt) Route 8 140'-0 140 61.1 Route 9 10 -27-10 100.00 6 (See Hydrant, Notes) 22'-1 5 -27'-10 100.00 6.2800 - 0.000315 - E(22'-1) 162'-1 0.1 61.2 Total(Pt) Route 9 &©M.E.P.CAD,Inc. A AutoSPRINK 2018 v14.0.3.0 LEVEL 03 3/12/2018 3:52:08PM Page 8 Job Name: HAMPTON INN Remote Area Number: LEVEL 03 Date: 3/12/2018 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) r-1C Value Multiplier I Actual Inside Diameter 4.87 =Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 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 Eel 11'/4°Elbow Ee2 221/2°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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.0.3.0 LEVEL 03 3/12/2018 3:52:08PM Page 9 Hydraulic Calculations for Project Name: HAMPTON INN Location: , ,TIGARD, OR Drawing Name:TIGARD L4 FIRE.cad Calculation Date: 3/12/2018 Design Remote Area Number: LEVEL 04 Remote Area Location: LEVEL 04 Occupancy Classification: Light Hazard Commodity Classification: LIGHT HAZ Density: 0.10gpm/ft2 Area of Application: 8ft2(Actual 597ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 100.00 at Node: 10 Type: Hydrant 100.00 at Node: 10 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 232.15 @ 69.0 Type of System: WET Volume of Dry or PreAction System: 1gal Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL,WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left: 103.1 Right: 103.1 ,,©M.E.P.CAD, Inc. ,gAutoSPRINK 2018 v14.0.3.0 LEVEL 04 3/12/2018 3:43:20PM Page 1 Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: LEVEL 04 Date: 3/12/2018 100 Supply Summary Sheet 90 Node: 1 80 I I I • Static Pressure 76.0 _232.15 75.7 I 70. 82.15 @ 69.0 232.151with Hose Allowance at Source 1950.00 @ 62.0 60 .a a N 50 System demand curve 40 30 20 J 10 0 '-tlWuuuull uu11111 11111111 / 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [ 1 1 1 1 1 1 1 1 1 1 0400 800 1200 1600 2000 2400 3200 2800 3600 4000 Flow-gpm hLt ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:21 PM Page 2 t Summary Of Outflowing Devices yob Number:18-071 , 4 _ Report Description:Light Hazard(LEVEL 04) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (Psi) Hydrant 10 100.00 100.00 0 62.8 Sprinkler 695 18.81 13.00 4.9 14.7 Sprinkler 700 18.51 13.00 4.9 14.3 Sprinkler 702 15.65 13.00 4.9 10.2 Sprinkler 704 13.00 13.00 4.9 7.0 Sprinkler 707 15.91 13.00 4.9 10.5 Sprinkler 709 13.00 13.00 4.9 7.0 Sprinkler 711 - 17.70 13.00 4.9 13.0 Sprinkler 1543 19.57 13.00 4.9 15.9 c> Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. +0 AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:23PM Page 3 •Job Name: HAMPTON INN Remote Area Number: LEVEL 04 Date: 3/12/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (Psi) @ (9Pm) (Psi) @ (gpm) (psi) 1 water Supply 76.0 62.0 1950.00 75.7 232.15 69.0 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -37'-10 Supply 69.0 232.15 10 -37'-10 Hydrant 62.8 100.00 695 7'-6 Sprinkler 14.7 18.81 700 7'-6 Sprinkler 14.3 18.51 702 7'-6 Sprinkler 10.2 15.65 704 8'-8 Sprinkler 7.0 13.00 707 7'-6 Sprinkler 10.5 15.91 709 8'-8 Sprinkler 7.0 13.00 711 7'-6 Sprinkler 13.0 17.70 1543 7'-6 Sprinkler 15.9 19.57 5 -37'-10 62.8 8 -31'-10 60.1 411 8'-6 17.8 413 8'-6 15.9 421 8'-6 14.8 426 8'-6 14.7 440 8'-6 10.4 445 8'-6 10.5 448 9'-2 7.3 hkl,©M.E.P.CAD, Inc. ile AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:25PM Page 4 JHAMPTON INN RemoteobName:Area Number: LEVEL 04 Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 453 8'-6 16.1 455 8'-6 12.9 489 8'-6 39.8 812 -0'-2 45.0 hl,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:25PM Page 5 Job Name: HAMPTON INN Remote Area Number: LEVEL 04 Date: 3/12/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices 9 ( q Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as reoafive.,yiie 709 8'-8 4.9 13.00 1 (See 6-01/2 150 7.0 Route 1 Notes) Sprinkler, 10'-0 -0.2 448 9'-2 13.00 1.1010 16'0'/2 0.030666 0.5 E(5'-0),T(5'-0) 448 9'-2 13.00 1 (See 11'-0 150 7.3 Notes) Flow(q)from Route 2 15'-0 0.3 445 8'-6 26.00 1.1010 26.-0 0.110552 2 9 2E(5'-0),T(5'-0) 445 8'-6 31.57 11/4 (See 10'-2 150 10.5 Notes) Flow(q)from Route 3 6'-0 455 8'-6 57.57 1.3940 16.-2 0.152445 2 5 E(6-0) 455 8'-6 17.70 1'% (See 6.-91/2 150 12.9 Notes) Flow(q)from Route 5 6'-0 453 8'-6 75.27 1.3940 12.-9% 0.250332 3.2 C(6'-0) 453 8'6 2 39'-0'% 150 16.1 411 8'-6 75.27 2.0030 0.042844 - 39'-0'% 1.7 411 8'-6 56.89 2 (See 136.-6 150 17.8 Notes) Flow(q)from Route 6 45'-0 489 8'-6 132.15 2.0030 181-6 0.121389 22.0 5E(9'-0) 489 8'-6 4 (See 229'4 120 39.8 Notes) 67'-0 3.8 812 0'-2 132.15 4.2600 296'-4 0.004650 1.4 T(26'-4),3E(13'-2),CV(1'-2),L 4 812 -0.-2 4 (See 88'-7'% 120 45.0 Notes) 219.-9 13.7 8 -31-10 132.15 4.2600 0.004650 . 3BV(15'-9'/2),7fE(13'-2),3fT(2 308'-4'% 1.4 6-4),CV(1'-2) 8 -31'-10 6 (See 92'-0 140 60.1 Notes) 91,-5 2.6 5 -37'-10 132.15 6.2800 183'5 0.000528 0 1 2E(22'-1),T(47'-3'/2) 5 -37'-10 100.00 6 (See 60'-0 140 62.8 Flow(q)from Route 8 Notes) 80'-4'% 1 -37'-10 232.15 6.2800 0.001498 2LtE(14'-2), BFP(-6.0), GV(4'-8 140'-41/2 6.2 %), S,T(47'-3'%) 0.00 69.0 Hose Allowance At Source 1 232.15 - Total(Pt) Route 1 k,©M.E.P.CAD,Inc. ild Aut0SPRINK 2018 v14.0.3.0 LEVEL 04 3/12/2018 3:43:27PM Page 6 Job Name: HAMPTON INN Remote Area Number: LEVEL 04 Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as (Foot) a ruga+i"e alima 6'-0'/z 150 7.0 Route 2 704 8' 8 4.9 13.00 1 (See Sprinkler, Notes) 10'-0 -0.2 448 9'-2 13.00 1.1010 16'01/2 0.030666 0 5 E(5'-0),T(5'-0) 7.3 Total(Pt) Route 2 9'-0 150 10.2 Route 3 702 7'-6 4.9 15.65 1 (See Sprinkler, Notes) 5-0 -0.4 440 8'-6 15.65 1.1010 0.043245 - E(5'-0) 14'-0 0.6 440 8'-6 15.91 1 5-7'% 150 10.4 Flow(q)from Route 4 0.158277 445 8'-6 31.57 1.1010 0'-71/2 0.1 10.5 Total(Pt) Route 3 1'-0 150 10.5 Route 4 707 7'6 4.9 15.91 1 (See Sprinkler, Notes) 5-0 -0.4 440 8'-6 15.91 1.1010 0.044569 1(5'-0) 6'-0 0.3 10.4 Total(Pt) Route 4 1-0 150 13.0 Route 5 711 7'-6 4.9 17.70 1 (SeeSprinkler, Notes) 5'-0 -0.4 455 8'-6 17.70 1.1010 0.054277 T(5'-0) 6'-0 0.3 12.9 Total(Pt) Route 5 9'-0 150 14.3 Route 6 700 T-6 4.9 18.51 1 (See Sprinkler, Notes) 5-0 -0.4 426 8'-6 18.51 1.1010 0.058972 E(5'-0) 14'-0 0.8 426 8'-6 18.81 1 0'-7'% 150 14.7 Flow(q)from Route 7 421 8'-6 37.32 1.1010 0.215757 0'-7'/z 0.1 421 8'-6 11/4 (See 10'-2 150 14.8 Notes) 6'-0 413 8'-6 37.32 1.3940 - 0.068377 - E(6'-0) 16'-2 1.1 413 8'-6 19.57 11/4 (See 6'-9'/z 150 15.9 Flow(q)from Route 8 Notes) 6'-0 411 8'-6 56.89 1.3940 12'9'/z 0.149140 1 9 C(6'-0) 17.8 Total(Pt) Route 6 (/,,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.0.3.0 LEVEL 04 3/12/2018 3:43:27PM Page 7 Job,Name: HAMPTON INN Remote Area Number: LEVEL 04 Date: 3/12/2018 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this gstep Nominal ID) Devices (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to(Pf)and shown as ( (Foot) a n^g'.th,e•,aiuo 695 7'-6 4.9 18.81 1 (See 1'-0 150 14.7 Route 7 Notes) Sprinkler, 5'-0 -0.4 426 8'-6 18.81 1.1010 6'0 0.060733 0.4 T(5'-0) 14.7 Total(Pt) Route 7 Route 8 0 15015.9 1543 7'-6 4.9 19.57 1 (See 1'- Sprinkler, Notes) 5'-0 -0.4 413 8'-6 19.57 1.1010 6 0 0.065343 0 4 T(5'-0) 15.9 Total(Pt) Route 8 140'-0 140 62.8 Route 9 10 -37'-10 100.00 6 (See Hydrant, Notes) 22'-1 - 5 -37'-10 100.00 6.2800 162'-1 0.000315 0.1 E(22'-1) 62.8 Total(Pt) Route 9 h�t ©M.E.P.CAD,Inc. lin AutoSPRINK 2018 v14.0.3.0 LEVEL 04 3/12/2018 3:43:27PM Page 8 Job Name: HAMPTON INN Remote Area Number: LEVEL 04 Date:3/12/2018 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) IC Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 1 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing 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 11'/4°Elbow Ee2 22W 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap • �i}_,_`,©M.E.P.CAD,Inc. 4,11 AutoSPRINK 2018 v14.0.3.0 LEVEL 04 3/12/2018 3:43:27PM Page 9 Hydraulic Calculations for Project Name: HAMPTON INN Location: , , TIGARD, OR Drawing Name:TIGARD L4 FIRE.cad Calculation Date: 3/12/2018 Design Remote Area Number: PENTHOUSE Remote Area Location: PENTHOUSE Occupancy Classification: Ordinary Group I Commodity Classification: OH1 Density: 0.15gpm/ft2 Area of Application: 1950ft2(Actual 2041ft2) Coverage per Sprinkler: 111ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 18 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 150.00 at Node: 1 Type: Allowance at Source 100.00 at Node: 10 Type: Hydrant 100.00 at Node: 10 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 558.38 @ 69.1 Type of System: DRY Volume of Dry or PreAction System: 72ga1 Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL,WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A ( ©M.E.P.CAD, Inc. Af AutoSPRINK 2018 v14.0.3.0 PENTHOUSE 3/12/2018 3:43:29PM Page 1 Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: PENTHOUSE Date: 3/12/2018 100 Supply Summary Sheet 90 Node: 1 80 :Static Pressure 76.0 1 1 558.382 74.6 70 08.38 @ 69.1 558.38 with Hose Allowance at Source 1950.00 @ 62.0 60 a 50 NSystem demand curve a� d 40 30 20 10 0 nmuuiuiiii iiiiiiiii I 1111111 111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Flow-gpm LNC,©M.E.P.CAD, Inc. la AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:31PM Pape 2 Summary Of Outflowing Devices Job Number:18-071 `1'` Report Description:Ordinary Group I(PENTHOUSE) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) 1 (gpm) (K) (psi) Hydrant 10 100.00 100.00 0 62.4 Sprinkler 1447 16.84 16.67 5.6 9.0 Sprinkler 1448 16.67 16.67 5.6 8.9 Sprinkler 1449 17.58 16.67 5.6 9.9 Sprinkler 1450 17.62 16.67 5.6 9.9 Sprinkler 1506 16.87 16.67 5.6 9.1 Sprinkler 1507 16.70 16.67 5.6 8.9 Sprinkler 1511 17.60 16.67 5.6 9.9 Sprinkler 1512 17.64 16.67 5.6 9.9 Sprinkler 1546 16.98 16.67 5.6 9.2 Sprinkler 1547 16.81 16.67 5.6 9.0 Sprinkler 1560 17.67 16.67 5.6 10.0 Sprinkler 1561 17.71 16.67 5.6 10.0 Sprinkler 1574 17.12 16.67 5.6 9.3 Sprinkler 1575 16.95 16.67 5.6 9.2 Sprinkler 1586 17.01 16.67 5.6 9.2 Sprinkler 1587 16.84 16.67 5.6 9.0 Sprinkler 1597 16.98 16.67 5.6 9.2 Sprinkler 1598 16.81 16.67 5.6 9.0 Most Demanding Sprinkler Data {,©M.E.P.CAD,Inc 4.1 AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43.32PM Page 3 Job Name: HAMPTON INN Remote Area Number: PENTHOUSE Date: 3/12/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °� (gpm) (psi) (gpm) (psi) 1 Water Supply 76.0 62.0 1950.00 74.6 558.38 69.1 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -37'-10 Supply 69.1 408.38 10 -37'-10 Hydrant 62.4 100.00 1447 19'-8 Sprinkler 9.0 16.84 1448 19'-8 Sprinkler 8.9 16.67 1449 19'-8 Sprinkler 9.9 17.58 1450 19'-8 Sprinkler 9.9 17.62 1506 19'-8 Sprinkler 9.1 16.87 1507 19'-8 Sprinkler 8.9 16.70 1511 19'-8 Sprinkler 9.9 17.60 1512 19'-8 Sprinkler 9.9 17.64 1546 19'-8 Sprinkler 9.2 16.98 1547 19'-8 Sprinkler 9.0 16.81 1560 19'-8 Sprinkler 10.0 17.67 1561 19'-8 Sprinkler 10.0 17.71 1574 19'-8 Sprinkler 9.3 17.12 1575 19'-8 Sprinkler 9.2 16.95 1586 19'-8 Sprinkler 9.2 17.01 1587 19'-8 Sprinkler 9.0 16.84 1597 19'-8 Sprinkler 9.2 16.98 Jk,©M.E.P.CAD, Inc. iii AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:34PM Page 4 Job Name: HAMPTON INN Remote Area Number: PENTHOUSE Date: 3/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (gpm) 1598 19'-8 Sprinkler 9.0 16.81 5 -37'-10 62.5 8 -31'-10 59.4 372 19'-8 10.1 675 19'-8 10.1 789 19'-8 10.2 812 -0'-2 38.8 880 19'-8 10.6 881 19'-8 9.7 882 19'-8 9.5 913 2'-0 28.9 ,©M.E.P.CAD, Inc. „ AutoSPRINK 2018 v14.0.3.0 3/12/2018 3:43:34PM Page 5 Job Name: HAMPTON INN Remote Area Number: PENTHOUSE Date: 3/'12/ 018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Pf) directly to(Pt)and shown as (Foot) (Foot) 8'-3'% 100 8.9 Route 1 1448 19'-8 5.6 16.67 2 (See Sprinkler Notes) 1507 19'-8 16.67 2.1570 8.-3% 0.003888 - 0.0 1507 19'-8 5.6 16.70 2 (See 8' 3'/2 100 8.9 Sprinkler . Notes) 1547 19'-8 33.36 2.1570 0.014039 8'-3'/2 0.1 1547 19'-8 5.6 16.81 2 (See 6.-91/2 100 9.0 Sprinkler, Notes) 8'-91/2 882 19'-8 50.17 2.1570 0.029861 - P0(8'-91/2) 15-7 0.5 882 19.-8 50.60 3 13'-4 100 9.5 Flow(q)from Route 2 881 19'-8 100.77 3.2600 - 0.014518 13'-4 0.2 881 19'-8 50.68+51.11 3 (See 3'-11 100 9.7 Flow(q)from Route 3 and 4 Notes) 14'-4'% 880 19'-8 202.56 3.2600 18'3'/2 0.052832 1 0 - T(14'-4%) 880 19'-8 105.82 3 (See 39'-7 100 10.6 Notes) Flow(q)from Route 5 44'-1 7.7 913 2'-0 308.38 3.2600 0.114968 3E(6'-8'/2),DPV(-1.0),BV(9'-7), 83'-8 10.6 P0(14.-4%) 913 2'-0 4 (See 268'-11 120 28.9 Notes) 132'-10 0.9 812 -0'-2 308.38 4.2600 0.022296 3fE(13'-2),2T(26'-4),3E(13'-2) 401'9 9.0 ,CV(1'-2),L4 812 0'-2 4 (See 88'-7% 120 38.8 Notes) 219•_9 13.7 0.022296 3BV(15'-9'/2),7fE(13'-2),3fT(2 8 31'-10 308.38 4.2600 308'-4'/2 6.9 6'-4),CV(1'-2) 8 -31'-10 6 (See 92.-0 140 59.4 Notes) 91'-5 2.6 0.002532 2E(22'-1),T(47'-3'/2) 5 37'-10 308.38 6.2800 183'-5 0.5 5 -37'-10 100.00 6 (See 60.-0 140 62.5 Flow(q)from Route 8 Notes) 80'-4'/2 0.004258 2LtE(14'-2), BFP(-6.0),GV(4'-8 1 3T-10 408.38 6.2800 140'-4'/2 6.6 '/2),S,1(47'-31/2) 150.00 69.1 Hose Allowance At Source 1 558.38 Total(Pt) Route 1 bf ,C)M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.0.3.0 PENTHOUSE 3/12/2018 3:43:35PM Page 6 Job,Name: HAMPTON INN Remote Area Number: PENTHOUSE Date: 3/12/2018 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this gstep Nominal ID) Devices (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to(Pf)and shown as ( (Foot) a-.egaiis%S 5i•Q 1598 19'-8 5.6 16.81 2 (See 8'-3'/2 100 9.0 Route 2 Notes) Sprinkler 1587 19'-8 16.81 2.1570 0.003949 8'-3'/2 0.0 1587 19'-8 5.6 16.84 2 (See 8'-3'/2 100 9.0 Notes) Sprinkler 1575 19'-8 33.65 2.1570 8,_31/2 0.014261 0.1 1575 19'-8 5.6 16.95 2 (See 1'-6 100 9.2 Sprinkler, Notes) 8.-9'/2 882 19'-8 50.60 2.1570 10'-3 0.030333 0.3 P0(8.-91/2) 9.5 Total(Pt) Route 2 1447 19'-8 5.6 16.84 2 (See 8'-3'% 100 9.0 Route 3 Notes) Sprinkler 1506 19'-8 16.84 2.1570 0.003962 - 8'-3'/2 0.0 1506 19'-8 5.6 16.87 2 (See 8'-3'/2 100 9.1 Notes) Sprinkler 1546 19'-8 33.70 2.1570 0.014306 8'-3'/2 0.1 1546 19'-8 5.6 16.98 2 (See 6'-9'/2 100 9.2 Sprinkler, Notes) 8.-91/2 881 19'-8 50.68 2.1570 15'-7 0.030428 0.5 P0(8'-91/2) 9.7 Total(Pt) Route 3 8'-3'% 100 9.2 Route 4 1597 19'-8 5.6 16.98 2 (See Sprinkler Notes) 1586 19'-8 16.98 2.1570 0.004024 8'-3'/2 0.0 8'-3% 100 9.2 1586 19'-8 5.6 17.01 2 (See Sprinkler Notes) 1574 19'-8 33.99 2.1570 0.014532 8'-3'h 0.1 . 1574 19'-8 5.6 17.12 2 (See 1'-6 100 9.3 Sprinkler, Notes) 8'-91/2 881 19'-8 51.11 2.1570 10'-3 0.030908 0.3 P0(8'-9%) 9.7 Total(Pt) Route 4 1449 19'-8 5.6 17.58 2 (See 11'-6 100 9.9 Route 5 Notes) Sprinkler 1450 19'-8 17.58 2.1570 0.004291 - 11'-6 0.0 ,N,,©M.E.P.CAD,Inc. iiii AutoSPRINK 2018 v14.0.3.0 PENTHOUSE 3/12/2018 3:43:35PM Page 7 Job Name: HAMPTON INN Remote Area Number: PENTHOUSE Date: 3/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) _ Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as a'e jat:,,e.,21119 1450 19'-8 5.6 17.62 2 (See 1'-11 100 9.9 Sprinkler, Notes) 8'_9,/2 372 19'-8 35.20 2.1570 0.015504 P0(8'-9'%) 10'-8/2 0.2 372 19'-8 3 10'-41/2 100 10.1 675 19'-8 35.20 3.2600 10'4'/2 0.002075 0.0 675 19'8 35.24 3 10'-4'/2 100 10.1 Flow(q)from Route 6 789 19'-8 70.44 3.2600 0.007486 10'-4'/2 0.1 789 19'-8 35.38 3 (See 8'-1 100 10.2 Notes) Flow(q)from Route 7 21'-1 880 19'-8 105.82 3.2600 29 2 0.015893 0 5 E(6'-8%),T(14'-4'%) 10.6 Total(Pt) Route 5 9.9 Route 66 100 1511 19'-8 5.6 17.60 2 (See 11'- Sprinkler Notes) 1512 19'-8 17.60 2.1570 0.004299 11'-6 0.0 1512 19'-8 5.6 17.64 2 (See 1'-11 100 9.9 Sprinkler, Notes) 8._9% 675 19'-8 35.24 2.1570 10' 8'/z 0.015535 0 2 P0(8'-9'/2) 10.1 Total(Pt) Route 6 10.0 Route 76 100 1560 19'-8 5.6 17.67 2 (See 11'- Sprinkler Notes) 1561 19'-8 17.67 2.1570 0.004330 11'-6 0.0 1561 19'-8 5.6 17.71 2 (See 1'-11 100 10.0 Sprinkler, Notes) 8._91/2 - 789 19'-8 35.38 2.1570 10'8'/2 0.015646 - 0 2 P0(8'-9'/2) 10.2 Total(Pt) Route 7 10 37' 10 100.00 6 (See 140'-0 140 62.4 Route 8 Notes) 22'-1 Hydrant, 5 -37'-10 100.00 6.2800 162' 1 0.000315 0.1 E(22'-1) 62.5 Total(Pt) Route 8 &©M.E.P.CAD,Inc. ;4'4 AutoSPRINK 2018 v14.0.3.0 PENTHOUSE 3/12/2018 3:43:35PM Page 8 Job,Name: HAMPTON INN Remote Area Number: PENTHOUSE Date: 3/12/2018 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) riC Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 Eel 11'/4°Elbow Ee2 22'1A°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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap LM ©M.E.P.CAD,Inc. `7 AutoSPRINK 2018 v14.0.3.0 PENTHOUSE 3/12/2018 3:43:35PM Page 9 Hydraulic Calculations for Project Name: HAMPTON INN Location: , ,TIGARD, OR Drawing Name:TIGARD STANDPIPE.cad Calculation Date: 3/12/2018 Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Density: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: NA No.of sprinklers calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 41 Type: Hose 250.00 at Node: 134 Type: Hose 250.00 at Node: 135 Type: Hose Total Water Required (including Hose Streams where applicable): From FDC Supply at Node 1: 750.00 @ 170.0 Type of System: NA Volume of Dry or PreAction System: N/A Name of Contractor: EXPRESS FIRE SYSTEMS, INC Address: 670 S 28TH STREET, WASHOUGAL,WA 98671 Phone Number: 360-953-8432 Name of designer: STAFF Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A (M©M.E.P.CAD, Inc. l AutoSPRINK 2018 v14.0.3.0 Manually Flowinc 3/12/2018 4:23:25PM Page 1 Hydraulic Graph Job Name: HAMPTON INN N 1.85 Remote Area Number: Manually Flowing Date: 3/12/2018 200 FDC Supply Summary Sheet 180 Available Supply Node: 1 -Static Pressure 175.0 ,750.00 175.0 -. 750.00 @ 175.0 750.00 @ 170.0 160 140 120 Q 100 N N a System demand curve 80 60 40 20 0 U1111111111 IIIUIII 11 III 111 1 I I I I I I I I 1 1 1 1 1 I I I I 1 I I I I t 1 I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Flow-gpm LM,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.0.3.0 3/12/2018 4:23:26PM Page 2 il Summary Of Outflowing Devices ` Job Number 18-071' t Report Description: Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Hose 41 250.00 250.00 25 118.8 Hose 134 250.00 250.00 25 104.5 Hose 135 250.00 250.00 25 100.0 c), Most Demanding Sprinkler Data .. .�. k,©M.E.P.CAD,Inc. +il AutoSPRINK 2018 v14.0.3.0 3/12/2018 4:23:28PM Page 3