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Specifications (5) r V /7 Hydraulic Calculations 13)y3 S 7'4 e(7� - for Project Name: NATURAL GROCERS TIGARD Location: 13125 SW PACIFIC HWY,TIGARD, OR 97223, Drawing Name: 180220.23 NATURAL GROCERS TIGARD Calculation Date: 2/20/2018 Design Remote Area Number: RA1 pA. Remote Area Location: SE CORNER, ENTRANCE&PRODUCE Occupancy Classification: Ordinary Group II Commodity Classification: MIXED L�l�., Density: 0.20gpm/ft2 CITY Of T ARD Area of Application: 1500ft2(Actual 1810ft2) BUMPING Di !S ON Coverage per Sprinkler: 210ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 9 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 769.64 a 56.580 Type of System: WET Volume of Dry or PreAction System: N/A for Node: 1 Date: 4/9/2015 Location: SW SCHOOL ST. &SW GRANT ST. Source: CITY OF TIGARD WATER DEPT. Name of Contractor: TRIAD FIRE PROTECTION 3 Address: P.O. BOX 12614, PORTLAND, OR 97212 "n° Phone Number: 971.317.1313 e: Name of designer: ERIC CHASE .7/1/18 Authority Having Jurisdiction: CITY OF TIGARD Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. % AutoSPRINK 2018 v13.1.74.0 RA1 2/20/2018 7:23:42PM Page 1 Hydraulic Graph Job Name: NATURAL GROCERS TIGARD N 1.85 Remote Area Number: RA1 Date: 2/20/2018 100 Water Supply Summary Sheet 90 Node: 1 Available Supply Static Pressure 82.000 1394.00 @ 82.000 80 I '769.64 @ 82.000 70 60 519.64 @ 56.580 N 769.64 with Hose Allowance at Source a • 50 w' 40 System demand curve 30 20 10 0 n11n1nii III I I I I I I 11 1 1 1 1 1 1 1 I I I I I I I I I 11 1 1 1 1 1 1 1 I I I I I 1 I I I I I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm _f &©M.E.P.CAD, Inc. a AutoSPRINK 2018 v13.1.74.0 2/20/2018 7:23:47PM Page 2 Hydraulic Graph Job Name: NATURAL GROCERS TIGARD N 1.85 Remote Area Number: RA1 Date: 2/20/2018 100 BOR Summary Sheet 90 Available Supply Static Pressure 82.000 1394.00 @ 82.000 80 I '769.64 @ 82.000 70 60 •(-6 519.64@54.210 769.64 with Hose Allowance at Source 50 d 40 30 System demand curve 20 10 0 u1uu1 111u1111 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 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm A;©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.74.0 2/20/2018 7:23:47PM Pane 3 ill Job Number:20 8009-NATURAL .���t��c�'�ng eYIc '� GROCERS'0 1 Report Description:Ordinary Group II(RA1) Actual Flow Minimum Flow K-Factor Pressure . Device (gpm) (gpm) (K) (psi) Sprinkler 364 51.44 51.44 14 13.500 Sprinkler 365 52.18 51.44 14 13.893 Sprinkler 366 54.82 51.44 14 15.330 Sprinkler 367 60.19 51.44 14 18.485 Sprinkler 376 64.19 51.44 14 21.022 Sprinkler 377 61.01 51.44 14 18.988 Sprinkler 378 59.09 51.44 14 17.816 Sprinkler 379 58.44 51.44 14 17.427 Sprinkler 380 58.28 51.44 14 17.328 c Most Demanding Sprinkler Data A,.©M.E.P.CAD,Inc. n AutoSPRINK 2018 v13.1.74.0 2/20/2018 7:23:48PM Page 4 Job Name: NATURAL GROCERS TIGARD Remote Area Number: RA1 Date: 2/20/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) (gpm) (psi) 1 Water Supply 82.000 82.000 1394.00 82.000 769.64 56.580 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -3'-0 Supply 56.580 519.64 364 16'-1 Sprinkler 13.500 51.44 365 16-1% Sprinkler 13.893 52.18 366 16'-1% Sprinkler 15.330 54.82 367 16'-1'/z Sprinkler 18.485 60.19 376 16'-5 Sprinkler 21.022 64.19 377 16'-5 Sprinkler 18.988 61.01 378 16'-5 Sprinkler 17.816 59.09 379 16'-5 Sprinkler 17.427 58.44 380 16'-5 Sprinkler 17.328 58.28 3 1'-1 Gauge 54.210 46 4'-2 50.730 51 5-61/2 50.124 54 18'-2%z 44.392 59 18'-2% 43.621 61 18'-2% 43.621 209 14'-9 32.597 212 16'-0% 27.774 226 16-5 27.502 (1v©M.E.P.CAD, Inc. 41 AutoSPRINK 2018 v13.1.74. 2/20/2018 7:23:52PM Page 5 Job Name: NATURAL GROCERS TIGARD Remote Area Number: RA1 Date: 2/20/2018 ,,©M.E.P.CAD, Inc. 4flAutoSPRINK 2018 v13.1.74. 2/20/2018 7:23:52PM Page 6 Job Name: NATURAL GROCERS TIGARD Remote Area Number: RA1 Date: 2/20/2018 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 ) Fitting Pf Friction Elev(Pe) Length) r Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2Actual ID Length Total (Foot) aTV 40 (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as a aaga,^,o•,•luv 364 16'-1 14 51.44 2 (See 14'-4 120 13.500 Route 1 Notes) Sprinkler -0.001 365 16'-1% It 51.44 2.0670 - 0.027469 14'-4 0.394 365 16'-1% 14 52.18 2 (See 14'-4 120 13.893 Notes) Sprinkler -0.001 366 16'-11/2 103.62 2.0670 14'-4 0.100352 1.438 366 16'-1% 14 54.82 2 (See 14'-4 120 15.330 Notes) Sprinkler -0.001 367 16'-1% 158.44 2.0670 14'-4 0.220131 3.155 367 16'-1'/s 14 60.19 2 (See 13'-10 120 18.485 Notes) Sprinkler, 20'-0 0.595 209 14'-9 218.63 2.0670 0.399395 2P0(10'-0) 33'-10 13.518 209 14'-9 301.01 4 (See 135-2 120 32.597 Notes) Flow(q)from Route 2 79'-0 -1.513 61 18'-2'/z 519.64 4.2600 0.058543 P0(26'-4),4E(13'-2) 214'-2 12.537 61 18'-21/2 6 0,-0 120 43.621 59 18'-21/ , ', 519.64 6.0650 U-0 0.010479 0.000 59 18'-2'/z 4 (See 0'0 120 43.621 Notes) 10'-0 -0.000 54 18'-2'/z 519.64 4.0260 10' 0 0.077084 0.771 E(10'-0) 54 18'-2% 6 (See 12' 8 120 44.392 Notes) 10,-0 5.495 51 5'-61/2 f 519.64 6.0650 22'-8 0.010479 0.238 BV(10'0) 51 5'6'/� 6 (See 1'-4'/z 120 50.124 Notes) 0.594 0.008334 46 4'-2 519.64 6.3570 1'-4% 0.011 2f(-0.000) 46 4'-2 6 (See 2'-4 120 50.730 Notes) 10'-0 1.351 3 1'-1 519.64 6.0650 0.010479 CV(-2.000),f(-0.000), BV(10'-0 12'-4 2.129 ) BOR 3 1,-1 6 (See 69'-1 140 54.210 Notes) 22'-1 1.764 1 -3'-0 519.64 6.2800 0.006649 E(22'-1),S 91'-1% 0.606 ©M.E.P.CAD,Inc. lo AutoSPRINK 2018 v13.1.74.0 RA1 2/20/2018 7.23:55PM Page 7 Job Name: NATURAL GROCERS TIGARD Remote Area Number: RA1 Date: 2/20/2018 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 Equrv. (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 nagit ve va°,c. 250.00 56.580 Hose Allowance At Source 1 ,." 769.64 Total(Pt) Route 1 wx. 9'-5 120 17.328 Route 2 380 16-5 14 58.28 2% (See Sprinkler Notes) -0.001 379 16'-5 58.28 2.6350 0.010608 - 9'-5 0.100 10'-2 120 17.427 379 16-5 14 58.44 21/2 (See Sprinkler Notes) -0.001 378 16-5 • 116.72 2.6350 0.038343 10'-2 0.390 378 16'-5 14 59.09 2% (See 14'-4 120 17.816 Notes) Sprinkler -0.001 0.081809 377 16'-5 1! 175.81 2.6350 14'-4 1.173 14'-4 120 18.988 377 16'-5 14 61.01 2% (See Sprinkler Notes) -0.001 376 16-5 '" 236.82 2.6350 0.141947 14'-4 2.035 376 16-5 14 64.19 21,4 (See 12'-10 120 21.022 Sprinkler, Notes) 16-5% -0.001 226 16'-5 301.01 2.6350 0.221220 P0(16-5%)29'-3% 6.481 226 16'5 2/z 0'-4'/2 120 27.502 0.160 212 16'-01/2301.01 2.4690 0.303703 0'-4% 0.112 212 16'-0% 2% (See 1'-0 120 27.774 Notes) 12'-0 0.435 232 15'-0'%z 301.01 2.4690 0.303703 P0(17-0)13'-0 3.949 232 15'-0% 4 14'-5 120 32.159 0.130 209 14'-9 44 301.01 4.2600 0.021321 14'-5 0.308 32.597 Total(Pt) Route 2 k,c)M.E.P.CAD,Inc. its AutoSPRINK 2018 v13.1.74.0 RA1 2/20/2018 7:23:55PM Page 8 Job Name: NATURAL GROCERS TIGARD Remote Area Number: RA1 Date: 2/20/2018 •gauivatent Ptpi en t sr Values and Fittings(C-120 only) r7C Value uitiptir a; ,, 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 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 117.4° Elbow Ee2 221/z°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 k,©M.E.P.CAD,Inc. id AutoSPRINK 2018 v13.1.74.0 RA1 2/20/2018 7:23:55PM Page 9