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Specifications (53) Hydraulic Calculationsfor t `r .-, s`-, - ,-M z Project Name: OREGON REPRODUCTIVE MEDICINE '\�.;� Location: 12115 SW 70TH STREET, STE 101, RED ROCK MEDICAL BLDG. C, TIGARD, OR 97223 drawing Name: 240019 OREGON REPO MED Calculation Date: 6/12/2018 esign Remote Area Number: 1 Remote Area Location: LARGEST ROOM Occupancy Classification: Light Hazard Commodity Classification: LIGHT HAZARD Density: 0.100gpm/ft2 Area of Application: 1500.00ft2(Actual 449.18ft2) Coverage per Sprinkler: 225.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 5 In-rack Demand: N/A gpm at Node: N/A • Hose Streams: 100.00 at Node: 108 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 108: 214.80 @ 39.891 Type of System: WET Volume of Dry or PreAction System: N/A for Node: 108 Date: 2007 • Location: BUILDING SITE Source: CITY OF TUALATIN Name of Contractor:RED HAWK FIRE PROTECTION Address: 3801 FRUIT VALLEY RD. SUITE D, VANCOUVER, WA 98660 Phone Number: 360-984-3712 Name of designer: BRENT CULLINANE Authority Having Jurisdiction: Notes: Automatic peaking results Left: 39.891 Right: 39.891 .ore;���p PROFFS INF�� S'j�� 799 rPE . r O pj'eT•t 3,'t. GO tiR/s L. DEJ` • 1 EXPIRES: 12-31-2019 1 CAYD M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.7.0 1 6/12/201811:03:01AM Page 1 H dra Graph • Y p Job Name: OREGON REPRODUCTIVE MEDICINE N 1.85 Remote Area Number: 1 Date: 6/12/2018 100 _Available Supply Water Supply -Static Pressure 95.000 4.806 94.771 Summary Sheet 90 Node: 108 80 409.00 @ 75.000 70 60 N a P2 50 40 114.80 39.891 j214.80 with Hose Allowance at Source 30 =System demand curve 20 10 0 - uuuiii 11111 1 1 i i t i i i i i i i i i i i i i i i i a i i i a i i i i i i i i i i i lit 0500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Flow-gpm (N, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.7.0 6/12/2018 11:03:04AM Page 2 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 • Supply Analysis Static Residual Flow Available Total Demand Required Pressure Part Num Name (psi) (psi) @ (gpm) (psi) (gpm) (psi) 108 Water Supply 95.000 75.000 2409.00 94.771 214.80 39.891 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 2 9'-0 Sprinkler 16.143 22.50 4 9'-0 Sprinkler 16.692 22.88 5 9'-0 Sprinkler 16.768 22.93 6 9'-0 Sprinkler 16.778 22.94 7 9'-0 Sprinkler 17.684 23.55 108 -3'-0 Supply 39.891 114.80 410 100 10'-8 20.811 101 10'-8 21.175 102 10'-8 21.186 103 10'-8 22.573 104 10'-8 23.369 105 10'-8 23.555 106 10'-8 24.085 107 5'-1 28.086 109 10'-8 20.810 110 10'-8 20.906 111 10'-8 20.918 • 112 10'-8 23.293 113 10'-8 21.549 L©M.E.P.CAD, Inc. IdiAutoSPRINK 2018 v14.2.' 6/12/2018 11:03:07AM Page 3 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes S Node Node (psi) (gpm) 114 10'-8 21.680 115 10'-8 21.909 116 10'-8 22.011 117 10'-8 23.562 118 10'-8 23.665 119 10'-8 21.516 120 10'-8 23.534 121 10'-8 22.039 1111 L©M.E.P.CAD, Inc. +919 AutoSPRINK 2018 v14.2.' 6/12/2018 11:03:07AM Page 4 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) iir K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Length) FittingPf Friction Elev(Pe) Fixed Pressure Losses, sr - 3 Equiv. (Foot) when applicable,are added Elev 2 Total Flow Loss Per Unit - Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Pf) directly to(Pf)and shown as (Foot) (Foot) a ge0atwe uelve 2 9'-0 5.6 22.50 1 (See 4'-4 120 16.143 Route 1 Notes) Sprinkler, 29'-0 -0.723 100 10'-8 22.50 1.0490 33'-4 0.161813 - 5.391 P0(5'-0),fd(24'-0) 100 10'-8 3.12 1% (See 7'-9 120 20.811 Notes) Flow(q)from Route 2 9'-11 101 10'-8 25.62 1.6820 17'-7 0.020635 0.363 T(9'-11) 2'-2 120 21.175 101 10' 8 1% 102 10'-8 12.48 1.6820 0.005458 - 2'-2 0.012 102 10' 8 23.55 1% (See 30'-10 120 21.186 Flow(q)from Route 5 Notes) 4'-11 103 10'-8 36.03 1.6820 0.038792 E(4'-11) 35'-9 1.387 103 10'-8 1% (See 59'-9 120 22.573 T(9'-11) Notes) 19'-10 .,- 16-8 17.32 1.6820 7g-6 0.010007 0.796 PO(9'-11) 104 10.-8 28.05 2 10'-6 120 23.369 Flow(q)from Route 3 <' 0.017697 105 10'-8 45.37 2.1570 10'-6 0.186 105 10'-8 18.71 2 (See 3'-6 120 23.555 Notes Flow(q)from Route 8 ) 12'-4 106 16-8 64.08 2.1570 - 15'-10 0.033517 - 0.530 T(12'-4) 106 10'-8 50.72 2 (See 9'-10 120 24.085 Notes) Flow(q)from Route 6 6-2 2.430 n<;°' 0.098556 - E(6' 2), 2f(0.000) 107 5.-1 114.80 2.1570 15'-11 1.572 107 5'-1 4 (See 93'-1 140 28.086 Notes) 16-9 3.495 108 -3'-0 114.80 4.2200 0.002821 E(16'-9), BFP(-8.000), S 109'-9 8.310 100.00 39.891 Hose Allowance At Source - 108 . 214.80 Total(Pt) Route 1 9'-0 5.6 22.88 1 (See 0'-0 120 16.692 Route 2 Notes) Sprinkler, 29'-0 -0.723 0.166898 PO(5' 0),fd(24' 0) 109 10'-8 22.88 1.0490 29.-0 4.840 ©M.E.P.CAD, Inc. di AutoSPRINK 2018 v14.2.7.0 1 6/12/2018 11.03:10AM Page 5 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) lipe 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices (q) Fitting Length) Pf Friction Elev(Pe) Fixed PressureLosses, Elev 2 Total Flow Equiv. (Foot) - Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) IPSO Friction(Pf) directly to(Pf)and shown as a negati"e"a'ua 109 10'-8 1+/ 3'-4 120 20.810 100 10'-8 3.12 1.6820 - 0.000419 - 3'-4 0.001 20.811 Total(Pt) Route 2 5 9' 0 5.6 22.93 1 (See 0'-0 • 120 16.768 Route 3 Notes) Sprinkler, 29'-0 -0.723 0.167598 P0(5'-0),fd(24'-0) 110 10'-8 22.93 1.0490 29'-0 4.860 110 10'-8 1'h 12'-0 120 20.906 111 10.-8 5.11 1.6820 0.001047 12'-0 0.013 111 10'-8 22.94 11/2 (See 87'-4 120 20.918 Notes) Flow(q)from Route 4 9'-11 112 10'-8 , s 28.05 1.6820 9T-3 0.024411 - 2.374 P0(9'-11) , . 10'-8 2 10'-6 120 23.293 11P2 104 10'-8 ` ,. 28.05 2.1570 0.007270 10'-6 0.076 23.369 Total(Pt) Route 3 6 9'-0 5.6 22.94 1 (See 0'-0 120 16.778 Route 4 Notes) Sprinkler, 29'-0 -0.723 0.167690 P0(5'-0),fd(24'-0) 111 10'-8 22.94 1.0490 29'-0 4.863 20.918 Total(Pt) Route 4 7 9' 0 5.6 23.55 1 (See 0'-0 120 17.684 Route 5 Notes) Sprinkler, ff 24'-0 -0.723 "°'r. 0.176048 102 10'-8 23.55 1.0490 24'-0 4.225 fd(24' 0) 21.186 Total(Pt) Route 5 109 10'-8 3.12 1'/ (See 48'-0 120 20.810 Route 6 Notes) Flow(q)from Route 2 113 10'-8 19.76 1.6820 0.012772 - PO(9' 11) ' . 57-11 0.739 113 10'-8 17.82 2 10'-6 120 21.549 Flow(q)from Route 7 � 0.012489 4 10'-8 37.58 2.1570 10'-6 0.131 ©M.E.P.CAD, Inc. 34 AutoSPRINK 2018 v14.2.7.0 1 6/12/2018 11:03:10AM Page 6 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Len Length)Fitting Pf Friction Elev(Pe) Fixed PressureLosses, 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 neg2tive calve 114 10'-8 13.13 2 10'-6 120 21.680 Flow(q)from Route 9 - 0.021743 115 10'-8 50.72 2.1570 10'-6 0.228 10'-6 120 21.909 115 10'-8 2 116 10'-8 32.93 2.1570 0.009781 10'-6 0.103 116 10'-8 1% (See 147'4 120 22.011 PO(9'-11) �4. Notes) 19'-10 117 10'-8 16.63 1.6820 0.009278 - P0(9'-11) 167'-2 1.551 117 10'-8 16.30 2 10'-6 120 23.562 Flow(q)from Route 11 0.009781 - 118 10'-8 32.93 2.1570 10'-6 0.103 118 10'-8 17.79 2 (See 7'-0 120 23.665 Notes) Flow(q)from Route 10 06 kys 12' 4 10'-8 50.72 2.1570 19,-4 0.021743 0.420 T(12'-4) 24.085 Total(Pt) Route 6 110 10'-8 5.11 1'/z (See 48'-0 120 20.906 Route 7 Notes) Flow(q)from Route 3 9'-11 119 10'-8 17.82 1.6820 0.010544 - P0(9'-11) 57'-11 0.610 10'-6 120 21.516 119 10'-8 2 113 10'-8 17.82 2.1570 0.003140 10'-6 0.033 21.549 Total(Pt) Route 7 103 10'-8 17.32 1'/z (See 70' 3 120 22.573 Route 8 Notes) Flow(q)from Route 1 14'-10 105 10'-8 18.71 1.6820 851 0.011539 0 982 - E(4'-11), P0(9'-11) 23.555 Total(Pt) Route 8 101 10'-8 12.48 1% (See 69'-6 120 21.175 Route 9 Flow(q)from Route 1 Notes) 14'-10 114 10'-8 , .. 13.13 1.6820 84' 4 0.005996 0.506 - E(4'-11), P0(9'-11) • 21.680 Total(Pt) Route 9 ©M.E.P.CAD, Inc. f9 AutoSPRINK 2018 v14.2.7.0 1 6/12/2018 11:03:10AM Page 7 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) •1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Length) FittingPf Friction Elev(Pe)Equiv. (Foot) Fixed Pressure Losses, Elev 2 u• Total Flow Loss Per Unit when applicable,are added Node 2 r. Zi Actual ID Length Total (Foot) (Q) (psi) Friction(Pf) directly to(Pf)and shown as (Foot) (Foot) a'+eyti"e"a4'e 115 10.-8 1% (See 147'-4 120 21.909 Route 10 Notes) P0(9'-11) 19'-10 P-" ` 17.79 1.6820 0.010507 P0(9'-11) 118 10' 8 ��; 167'-2 1.756 23.665 Total(Pt) Route 10 120 10' 8 16.30 2 10'-6 120 23.534 Route 11 Flow(q)from Route 12 117 10'-8 16.30 2.1570 – 0.002663 — 10'-6 0.028 23.562 Total(Pt) Route 11 121 10'-8 16.30 1'/ (See 147'-4 120 22.039 Route 12 Notes) P0(9'-11), Flow(q)from Route 19'-10 13 120 10'-8 16.30 1.6820 0.008944 P0(9'-11) 167'-2 1.495 23.534 Total(Pt) Route 12 116 10' 8 16.63 2 10'-6 120 22.011 Route 13 Flow(q)from Route 6 1 10'-8 s 16.30 2.1570 0.002663 10'-6 0.028 22.039 Total(Pt) Route 13 • (,©M.E.P.CAD, Inc. IN AutoSPRINK 2018 v14.2.7.0 1 6/12/2018 11:03:10AM Page 8 Job Name: OREGON REPRODUCTIVE MEDICINE Remote Area Number: 1 Date: 6/12/2018 1Equivalent'Pipe Lengtt si09(ves a . ;,,dings(C=i20 ,,-''). IC Value,Multip1W, I 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 #,ill) s 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 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure 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 • • t�,i ©M.E.P.CAD, Inc. 41 AutoSPRINK 2018 v14.2.7.0 1 6/12/2018 11:03:10AM Page 9