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Hydraulic Calculations 1 / To s ,./ Gv m- •is-- 4.. : for Project Name: Drawing2 Location: , , Drawing Name: Good Neighbor TI DWG Calculation Date: 5/12/2017 Design RECEIVER : Remote Area Number: MAY 15 20" Occupancy Classification: Light Hazard CITY OF TIGA D Density: 0.100gpm/ft2 BUILDING D ISIGN Area of Application: 1500.00ft2(Actual 402.62ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No.of sprinklers calculated: 7 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.0 at Node: 8 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 8: 279.7 @ 103.74 Water Supply Information: Name of Contractor: ' &0755PE Address: Phone Number: Name of designer: ✓f/X r Authority Having Jurisdiction: OREGON SNE 30,2°0 cb Notes: VA" A. . V��i\/ EXPIRES:6/-)c/5 I M.E.P.CAD, Inc. 4IAutoSPRINK®12 v12.0.61.0 5/12/201710:41:OOAM Page 1 Hydraulic Graph 1.85 Job Name: Drawing2 N Date: 5/12/2017 Remote Area Number: 150 Water Supply Summary Sheet Niiiode: 8 135 120 Available Supply Static Pressure 108.00 105 79.7 107.8 279.7 with Hose Allowance at Source 119.5 @ 101.00 90 Mil — .N a 2 75 MM.a N N 0_ 60 System demand curve 45 30 15 0 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 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 13600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14500 0450 900 1350 1800 2250 2700 3150 4050 Flow-gpm ©M.E.P.CAD, Inc. IN AutoSPRINK®12 v12.0.61.0 5/12/2017 10:41:02AM Pace 2 , d. merwm„ , 3,7.70.41-!_ _. ,,„.„07.07.,•.__4,,,,.„._ „Toy; t.,..1.44.44, „s-, . t.51.„ v,, ,li,_, -,,.ww.,_ **,:.:4,14keitit Job Number:1 Report Description:Light Hazard ,• Device Density ' Sprinkler 101 25.0 � •.m•ft2 Sprinkler 102 26.2 25.0 5.6 20.00 0.250 2 Sprinkler 25.0 5.6 gpm� 24.0 14.8 5.6 18.39 0.240gpm/ft2 Sprinkler 104 25.8 14.8 5.6 26.4 21.27 0.258gpm/ft2 Sprinkler 105 14.8 5.6 22.20 2 Sprinkler 106 26.5 14.8 5.6 20.72 0.255gpm/ft2 Sprinkler 107 14.8 5.6 Most Demanding Sprinkler Data 22.76 0.267gpm/ft2 k,©M.E.P.CAD,Inc. a AutoSPRINK©12 v12.0.61.0 5/12/2017 10:41:04AM Page 3 JobRemotName:eArDea rawing2Number: Date: 5/12/2017 4 Supply Analysis Residual Flow Available @ Total Demand Required Pressure Static m (psi) Node Name (psi) (Psi) @ (gpm) (psi) (gpm) 108.00 101.00 2119.5 107.83 279.7 103.74 8 Water Supply --- -- Node Analysis at Notes at Discharge Node Number Elevation(Foot) Node Type PressureNode Node (psi) (gpm) 179.7 8 -10'-0'h Supply 103.74 Density:0.250gpm/ft2 101 12'-5'/z Sprinkler 20.00 25.0 Density:0.262gpm/ft2 102 9'-111/2 Sprinkler 21.90 26.2 Density:0.240gpm/ft2 103 10'-41/2 Sprinkler 18.39 24.0 Density:0.258gpm/ft2 104 12'-51/2 Sprinkler 21.27 25.8 Density:0.264gpm/ft2 105 9'-111/2 Sprinkler 22.20 26.4 Density:0.255gpm/ft2 106 9'-111/2 Sprinkler 20.72 25.5 Density:0.267gpm/ft2 107 9'-111/2 Sprinkler 22.76 26.7 1 9,_6 22.87 2 9,_6 23.78 3 9,_6 26.55 4 9,_6 82.50 5 0'-8'/2 97.07 6 7-01/2 102.16 7 -10'-0'/2 103.73 - 9 9,-6 22.55 10 9'-6 24.22 11 9'-6 24.69 12 9'-6 24.09 &©M.E.P.CAD,Inc. ASI AutoSPRINKC)12 v12.0.61.0 5/12/2017 10:41:06AM Page 4 Job Name: Drawing2 Remote Area Number: Date: 5/12/2017 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (gpm) 13 9'-6 22.52 ©M.E.P.CAD, Inc. +' AutoSPRINK®12 v12.0.61.0 5/12/2017 10:41:06AM Page 5 JDrawing2 Date: 5/12/2012` Remote obName:Area Number: Pipe Information tNotes Flow added Len th C Facor Total(P Fittings& g t) g Fittin /Device Equivalent Node 1 Elev 1 K-Factor this step Nominal ID Devices (Foot) Length) (Foot) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when 1.'n' ' ' Equiv. (Foot) Loss Per Unit applicable,are added directly Elev 2 Total Flow Length Total (psi) to(Pf)and shown as a �� Actual ID g Friction(Pf) Node 2 (Foot) negative value. (Foot) �" (Q) (Foot) g Route (See 2''11'/2 120 20.00 Sprinkler, * 0.197277 101 12' S'/2 5.6 25.0 1 Notes) 1.29 5'0 P0(5'-0) 1 9.-6 . 25.0 1.0490 7-11'/2 1.57 X44 6'-1'/2 120 22.87 1 9._6 49.5 11/2 Flow(q)from Route 3 0.148913 2 9'-6 74.6 1.6820 6_1% 0.91 2 9'-6 26.2 1'/2 (See 0'-9% 120 23.78 Flow(q)from Route 2 Notes) 9.-11 l - 0.259991 T(9'-11) 3 g_6 r r 100.8 1.6820 10'-8 2.78 (See 58'-11% 120 26.55 Flow(q)from Route 5 3 g_6 78.9 1'/2 Notes) 14'-10 ' ' w 0.758072 - 2LtE(2'-5%),mecT(9'-11) - 4 9.-6 �-_ 179.7 1.6820 73'-9%2 55.95 43'-11 120 82.50 4 9'-6 2 (See Notes) 3'-8% 3.82 '4 iirg 0.225753 LtE(3'-8%),2f(-0.00),BOR 5 0'-8% 'x179.7 2.1570 47-7% 10.75 7-8% 120 97.07 5 0'-8% 2 3.35 ' 0.225753 6 -7-0% * ' 179.7 2.1570 7'-8% 1.74 u of (See 198'-5 150 102.16 6 7'0'/2 6 Notes) 1.30 89'-4 0.000953 2E(21.-7),T(46'2'/2) 7 -10'-0'/2 179.7 6.0900 287'-9 0.27 (See 321'-0 150 103.73 7 10'0'/2 12 Notes) '' .' 0.000040 Water Supply 8 -10'-0'h 179.7 11.6500 321'-0 0.01 103.74 Hose Allowance At Source 100.0 8 4 279.7 Total(Pt) Route 1 ,�. Route 2 (See 0'9% 120 21.90 Sprinkler, 102 V-11% 5.6 26.2 1 Notes) 0.20 7-0 *^ s rA - 0.214560 E(2'-0),PO(5'-0) 2 g 6 S 26.2 1.0490 7'-9'/2 1.67 � 23.78 Total(Pt) Route 2 120 18.39 Route 3 (See 8-8 Sprinkler, 103 10.-4% 5.6 24.0 1 Notes) 0.38 12'-0 :it 0.182539 - E(2'-0),T(5'-0),PO(5'-0) 9 9'-6 24.0 1.0490 20._8 3.78 5/12/2017 10:41:08AM Page 6 ©M.E.P.CAD,Inc. a AutoSPRINK®12 v12.0.61.0 Job Name: Drawing2 Remote Area Number: Date:5/12/2017 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 K-Factor this stepFittings& Total(Pt) (Foot) (q) Nominal ID Devices (Foot) Fitting/Device(Equivalent Fitting Length) Elev 2 Total Flow Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses,when Node 2 Loss Per Unit (Foot) (Q) Actual ID Length Total (Psi) - applicable,are added directly a (Foot) (Foot) (P ) Friction(Pf) to(Pf)and shown as a negative value. 9 9'-6 25.5 1'% 4'-61/2 120 22.55 Flow(q)from Route 4 flit a" 1 9.-6 49.5 1.6820 - 0.069829 - d 4'-61/2 0.32 22.87 Total(Pt) Route 3 106 9'-11'% 5.6 25.5 1 (See 0'-91/2 120 20.72 Route 4 Notes) Sprinkler, ' 7'-0 0.20 13 9'-6 25.5 1.0490 - 0.203881 - E(2'-0),P0(5'-0) Nrit T-91/2 1.59 13 9'-6 1% 1'-6 120 22.52 9 9'-6 25.5 1.6820 - 0.020454 - 4 l... 1'-6 0.03 22.55 Total(Pt) Route 4 104 12'-5% 5.6 25.8 1 (See 2'-11'% 120 21.27 Route 5 „� Notes) 5'0 1 29 Sprinkler, 10 9'-6 25.8 1.0490 0.208797 - P0(5'-0) 7'-11'/2 1.67 10 9'-6 26.4 1'% 6'-1'% 120 24.22 Flow(q)from Route 6 11 9'-6 ' 52.2 1.6820 0.077033 - - 6'-1'% 0.47 11 9'-6 26.7 1'/2 (See 8'-9 120 24.69 Notes) Flow(q)from Route 7 ri Agri 2'-5'% 3 9'-6 78.9 1.6820 - 0.165461 - LtE(2'-5'%) - 11'-3 1.86 26.55 Total(Pt) Route 5 105 9'-11'% 5.6 26.4 1 (See (Y-9Y2 120 22.20 Route 6 Notes) Sprinkler, L. . 7'-0 0.20 12 9'-6 ' 26.4 1.0490 /2 0.217227 - E(2'-0),P0(5'-0) T-9 a ' ' 1.69 12 9'-6 1% 6'-0'% 120 24.09 10 9'-6 26.4 1.6820 - 0.021793 - • , } 6'-0%2 0.13 24.22 Total(Pt) Route 6 107 9'-11'% 5.6 26.7 1 (See 0'-9'% 120 22.76 Route 7 Notes) Sprinkler, 7-0 0.20 11 9'-6 _` [, 26.7 1.0490 - 0.222321 - E(2'-0), P0(5'-0) �' i 7'-9% 1.73 24.69 Total(Pt) Route 7 k,©M.E.P.CAD,Inc. IR AutoSPRINK®12 v12.0.61.0 5/12/2017 10.41:08AM Page 7 • Job Name: Drawing2 Date: 5/12/201 " Remote Area Number: T -i..e 3® s , jir"x--t !le -8 it''' I, `9 27,-;—. - t s...:- e =_ % Actual Inside Diameter 4.87 Value Of C 100 130 140 150 / 1 =Factor Multiplying Factor 0.713 1.16 1.33 1.51 (` Schedule 40 Steel Pipe Inside Diameter l ALV Alarm Valve AnqV 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 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 Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee q Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,©M.E.P.CAD,Inc. lin AutoSPRINK©12 v12.0.61.0 5/12/2017 10:41:08AM Page 8