Loading...
FIR2021-0039+Hydraulic_Calculations+4.23.2021_11.49.56_AM+2161137Hydraulic Calculations for Project Name: MAIN STREET COMMONS Location: 550 MAIN STREET, , EDMONDS WA, 98020 Drawinq Name: fp.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 1 -RESTAURANT DINING AREA SHEET FP2.30 Light Hazard RESTAURANT DINING AREA 0.100gpm/ft2 1500.00ft2 (Actual 1379.91ftz) 100.0oft2 Upright 9 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 270.29 @ 45.571 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: NORTHWEST FIRE SYSTEMS Address: 22645 83rd Ave S. Bldg D, Kent, WA 98032 Phone Number: 425.902.6697 Name of designer: BRYAN FARMER Authority Having Jurisdiction: CITY OF EDMONDS Notes: Calculation Date: 4/22/2021 Allowance at Source (Safety Margin = 51.478 psi) WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N ■ 9419-0815-C Level ■ Northwest Fire Systems, LLC N ej ■ NO HFS928CR o �■ ■ o■ jtom. Ezplro� ■ Slgn 612131l21 ....................��������i L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.22.0 1 - RESTAURAN 4/22/2021 2:30:21 PM Page 1 Job Name: MAIN STREET COMMONS Remote Area Number: 1 - RESTAURANT DINING AREA 100 90 80 70 60 Hl Q 50 W d a 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 270.29 @ 97.048 1000.00 @ 94.570 Water Supply Summary Sheet Node: 1 170.29 270.29 @ 45.571i with Hose Allowance at Source S stem demand curve ILL 1111111111 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 1 1 1 1 1 1 1 1 1 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:30:23PM Paqe 2 Job Name: MAIN STREET COMMONS Remote Area Number: 1 - RESTAURANT DINING AREA 100 90 80 70 60 .N a 3 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 70.29 @ 97.0 1000.00 @ 94.570 BOR @ ND 241 Summary Sheet 170.29 @ 32.535 e Allowance at Sourceve E 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:30:23PM Paqe 3 ikummary Of Outflowing Devices Job Number: 05043C Report Description: Liqht Hazard (1 - RESTAURANT DINING AREA) Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Density m ft2 Coverage Foot Sprinkler 505 18.43 17.37 5.6 10.835 0.106gpm/ft2 173.69ft2 Sprinkler 506 19.56 17.37 5.6 12.196 0.113gpm/ft2 173.69ft2 Sprinkler 507 21.20 17.27 5.6 14.332 0.123gpm/ft2 172.67ft2 Sprinkler 508 18.68 17.37 5.6 11.130 0.108gpm/ft2 173.69ft2 ♦ Sprinkler 515 17.37 17.37 5.6 9.620 0.100 pm/ft2 173.69ft2 Sprinkler 516 17.61 17.37 5.6 9.886 0.101gpm/ft2 173.69,112 Sprinkler 517 19.95 17.37 5.6 12.697 0.115gpm/ft2 173.69,112 Sprinkler 518 18.44 17.37 5.6 10.847 0.106gpm/ft2 173.69,112 Sprinkler 529 19.04 17.69 5.6 11.558 0.108gpm/ft2 176.94ft2 ♦ Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:30:25PM Page 4 Job Name: MAIN STREET COMMONS Remote Area Number: 1 - RESTAURANT DINING AREA Date: 4/22/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 97.290 94.570 1000.00 97.048 270.29 45.571 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0 Supply 45.571 170.29 505 12-0 Sprinkler 10.835 18.43 Density:0.106gpm/ft2 Coverage: 173.69ft2 506 12-0 Sprinkler 12.196 19.56 Density:0.113gpm/ft2 Coverage: 173.69ft2 507 12-0 Sprinkler 14.332 21.20 Density:0.123gpm/ft2 Coverage: 172.67ft2 508 12-0 Sprinkler 11.130 18.68 Density:0.108gpm/ft2 Coverage: 173.69ft2 515 16-5 Sprinkler 9.620 17.37 Density:0.100gpm/ft2 Coverage: 173.69ft2 516 16-5 Sprinkler 9.886 17.61 Density:0.101gpm/ft2 Coverage: 173.69ft2 517 16-5 Sprinkler 12.697 19.95 Density:0.115gpm/ft2 Coverage: 173.69ft2 518 16-5 Sprinkler 10.847 18.44 Density:0.106gpm/ft2 Coverage: 173.69ft2 529 17-10 Sprinkler 11.558 19.04 Density:0.108gpm/ft2 Coverage: 176.94ft2 5 -4-0 34.867 18 12-0 14.742 52 16-5 13.068 75 17-10 13.127 111 8-9 27.504 216 -4-4 34.310 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 2:30:28PM Paqe 5 Job Name: MAIN STREET COMMONS Remote Area Number: 1 - RESTAURANT DINING AREA Date: 4/22/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 515 16-5 5.6 17.37 1'/4 (See 12-4 120 9.620 ..... Route 1 Sprinkler 0.003 Notes) 516 16-5 17.37 1,4420 0.021286 12-4 0.262 516 16-5 5.6 17.61 1'/4 (See 12-4 120 9.886 Sprinkler 0.003 Notes) 518 16-5 34.98 1.4420 0.077712 12-4 0.957 518 16-5 5.6 18.44 1'/4 (See 5-7'/2 120 10.847 Sprinkler, 7-5 0.002 Notes) 52 16-5 53.42 1.4420 0.170117 PO(7-5) 13-0'/2 2.220 52 16-5 77.87 + 19.95 2'/2 12-5'/2 120 13.068 Flow (q) from Route 2 and 4 -0.621 75 17-10 151.25 2.7050 0.054503 12-5'/2 0.680 75 17-10 19.04 2'/2 (See 94-7 120 13.127 Flow (q) from Route 3 59-1 3.947 Notes) 111 8-9 170.29 2.7050 0.067871 2fT(16-10), PO(18-8'/2), fE(6-8 153-8 10.430 1/2) 111 8 9 4 (See 11-2 120 27.504 16-81/2 4.835 Notes) 241 -0-11 170.29 4.3100 0.007022 BV(16-8'/2), BOR @ ND 241 27-10 /2 0.196 241 -0-11 4 (See 16-5 120 32.535 13-7 1.481 Notes) 216 -4-4 170.29 4.0260 0.009786 2fE(6-9'/2) 30-0'/2 0.294 216 -4-4 4 (See 53-01/2 120 34.310 47-4 -0.147 Notes) 5 -4-0 170.29 4.3100 0.007022 5fE(9-5'/2) 100-4'/2 0.705 5 -4-0 4 (See 103-5'/2 140 34.867 16-81/2 Notes) 1 -4-0 170.29 4.2200 0.005851 E(16-8'/2), BFP(-10.000), S 120-2/2 1 10.703 100.00 45.571 Hose Allowance At Source Total(Pt) Route 1 1 270.29 505 12-0 5.6 18.43 1'/4 (See 12-4 120 10.835 ..... Route 2 Sprinkler 0.002 Notes) 508 12-0 18.43 1.4420 0.023760 12-4 0.293 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 RESTAURANT DINING AF 4/22/2021 2:30:31PM Page 6 Job Name: MAIN STREET COMMONS Remote Area Number: 1 - RESTAURANT DINING AREA Date: 4/22/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 508 12-0 5.6 18.68 1'/4 (See 12-4 120 11.130 Sprinkler -0.002 Notes) 506 12-0 37.12 1,4420 0.086729 12-4 1.069 506 12-0 5.6 19.56 1'/4 (See 6-0 120 12.196 Sprinkler, 7-5 -0.001 Notes) 18 12-0 56.67 1.4420 0.189772 PO(7-5) 13-5 2.547 18 12-0 21.20 2'/2 14-1'/2 120 14.742 Flow (q) from Route 5 -1.899 52 16-5 77.87 2.7050 0.015961 14-1'/z 0.225 13.068 Total(Pt) Route 2 529 17-10 5.6 19.04 1 (See 7-4'h 120 11.558 ••••• Route 3••••• Sprinkler, 8-4 Notes) 75 17-10 19.04 1.0870 0.099895 E(2-4'/2), PO(5-11'/2) 15-8'/z 1.569 13.127 Total(Pt) Route 3 517 16-5 5.6 19.95 1'/4 (See 5-11'/z 120 12.697 ..... Route 4 Sprinkler, 7-5 0.003 Notes) 52 16-5 19.95 1.4420 0.027515 PO(7-5) 13-4'/� 0.369 13.068 Total(Pt) Route 4 507 12-0 5.6 21.20 1'/4 (See 5-11'/z 120 14.332 ••••• Route 5••••• Sprinkler, 7-5 -0.002 Notes) 18 12-0 21.20 1.4420 0.030777 PO(7-5) 13-4'/z 0.412 14.742 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 RESTAURANT DINING AF 4/22/2021 2:30:31PM Page 7 Job Name: MAIN STREET COMMONS Remote Area Number: 1 - RESTAURANT DINING AREA Equivalent PIDe Lenaths of Valves and Fittinas (C=120 only) IC Value Multiplier Date: 4/22/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow 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'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 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 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 RESTAURANT DINING Af 4/22/2021 2:30:30PM Page 8 Hydraulic Calculations for Project Name: MAIN STREET COMMONS Location: 550 MAIN STREET, , EDMONDS WA, 98020 Drawinq Name: fp.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 2 - REC ROOM SHEET FP2.30 Light Hazard - REC ROOM LIGHT HAZARD 0.100gpm/ft2 1500.00ft2 (Actual 1057.78ft2) 111.0oft2 Upright 11 0 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 438.21 @ 59.976 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: NORTHWEST FIRE SYSTEMS Address: 22645 83rd Ave S. Bldg D, Kent, WA 98032 Phone Number: 425.902.6697 Name of designer: BRYAN FARMER Authority Having Jurisdiction: CITY OF EDMONDS Notes: Calculation Date: 4/22/2021 Allowance at Source (Safety Margin = 36.723 psi) -------- -------------------- � � WASHINtiTON STATE � ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N 9419-0815-C Level 0 ■ Northwest Fire Systems, LLC N e� ■ NO HFS928CR o a■ ■ o■ 'Plros Sign to 12l31121 16 ---------------------------- a L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 v15.1.22.0 2 - REC ROOM 4/22/2021 2:22:48PM Page 1 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM 100 90 80 70 60 .N a 3 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 438.21 @ 96.69 1000.00 @ 94.570 Water Supply Summary Sheet Node: 1 188.21 0 59.976 438.21 with Hose Allowance at Source System demand curve DO 1000 1200 1400 Flow - gpm 1600 1800 ►011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:22:49PM Paqe 2 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM 100 90 80 70 60 .N a 3 50 m a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 438.21 @ 96.69 1000.00 @ 94.570 BOR @ ND 241 Summary Sheet 188.21 46.594 438.21 with Hose Allowance at Source System demand curve ILL . . . . . . . . . . . . . . 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:22:49PM Paqe 3 ikummary Of Outflowing Devices Job Number: 05043C - MAIN ST COMMONS Report Description: Liqht Hazard - REC ROOM (2 - REC ROOM) Device Actual Flow pm Minimum Flow pm K-Factor K(psi) Pressure Density m ft2 Coverage Foot Sprinkler 538 24.96 8.33 5.6 19.861 0.299gpm/ft2 83.33ft2 Sprinkler 544 15.57 11.84 5.6 7.735 0.132gpm/ft2 118.42ft2 Sprinkler 545 15.01 11.66 5.6 7.182 0.129gpm/ft2 116.60ft2 Sprinkler 546 14.85 11.66 5.6 7.029 0.127gpm/ft2 116.60ft2 Sprinkler 548 19.32 8.33 5.6 11.897 0.232gpm/ft2 83.33ft2 Sprinkler 549 17.28 8.53 5.6 9.516 0.202gpm/ft2 85.33ft2 Sprinkler 555 15.50 11.74 5.6 7.659 0.132gpm/ft2 117.40ft2 Sprinkler 556 14.97 11.74 5.6 7.142 0.127gpm/ft2 117.40ft2 r* Sprinkler 557 14.82 11.74 5.6 7.000 1 0.126 pm/ft2 117.40ft2 Sprinkler 558 16.29 9.78 5.6 8.465 0.167gpm/ft2 97.75ft2 Sprinkler 562 19.66 10.00 5.6 12.328 0.197gpm/ft2 100.0oft2 r* Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:22:51 PM Page 4 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM Date: 4/22/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 97.290 94.570 1000.00 96.699 438.21 59.976 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0 Supply 59.976 188.21 538 19-6'/2 Sprinkler 19.861 24.96 Density:0.299gpm/ft2 Coverage: 83.33ft2 544 19-6'/2 Sprinkler 7.735 15.57 Density:0.132gpm/ft2 Coverage: 118.42ft2 545 19-6'/2 Sprinkler 7.182 15.01 Density:0.129gpm/ft2 Coverage: 116.60ft2 546 19-6'/2 Sprinkler 7.029 14.85 Density:0.127gpm/ft2 Coverage: 116.60ft2 548 19-6'/2 Sprinkler 11.897 19.32 Density:0.232gpm/ft2 Coverage: 83.33ft2 549 19-6'/2 Sprinkler 9.516 17.28 Density:0.202gpm/ft2 Coverage: 85.33ft2 555 19-6'/2 Sprinkler 7.659 15.50 Density:0.132gpm/ft2 Coverage: 117.40ft2 556 19-6'/2 Sprinkler 7.142 14.97 Density:0.127gpm/ft2 Coverage: 117.40ft2 557 19-6'/2 Sprinkler 7.000 14.82 Density:0.126gpm/ft2 Coverage: 117.40ft2 558 19-6'/2 Sprinkler 8.465 16.29 Density:0.167gpm/ft2 Coverage: 97.75ft2 562 19-6'/2 Sprinkler 12.328 19.66 Density:0.197gpm/ft2 Coverage: 100.00ft2 5 -4-0 49.130 96 19-6'/2 20.792 111 8-9 41.523 131 19-6'/2 20.290 137 19-6'/2 8.315 152 19-6'/2 20.069 158 19-6'/2 9.122 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 2:22:54PM Paqe 5 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM Date: 4/22/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 159 19-6'/2 8.271 161 19-6'/2 7.714 162 19-6'/z 7.562 216 -4-4 48.428 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 2:22:54PM Paqe 6 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM Date: 4/22/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 557 19 6 '/z 5.6 14.82 1 (See Notes) 3-0 120 7.000 ..... Route 1 Sprinkler, PO(5-11'/z) 5-11'/2 0.062817 162 19-6'/2 14.82 1.0870 8-11 /2 0.562 162 19-6'/2 1'/4 9-7 120 7.562 0.015862 161 19-6'/2 14.82 1.4420 9-7 0.152 161 19-6'/2 14.97 1'/4 9-8 120 7.714 Flow (q) from Route 3 0.057716 159 19-6'/2 29.78 1.4420 9-8 0.557 159 19-6'/2 15.50 1'/4 6-9'/2 120 8.271 Flow (q) from Route 4 0.125288 158 19-6'/2 45.28 1.4420 6-9'/2 0.851 158 19-6'/2 16.29 1'/4 14-6 120 9.122 Flow (q) from Route 6 0.221238 562 19-6'/2 61.57 1.4420 14-6 3.206 562 19-6'/2 5.6 19.66 1'/4 (See Notes) 13-6'/2 120 12.328 Sprinkler, PO(7-5) 7-5 0.369414 152 19-6'/2 81.23 1.4420 20-11'/2 7.742 152 19-6'/2 2'/2 12-9 120 20.069 0.017259 0.000 131 19-6'/2 81.23 2.7050 12-9 0.220 131 19-6'/2 82.02 2'/2 8-0 120 20.290 Flow (q) from Route 2 0.062777 0.000 96 19-6'/2 163.25 2.7050 8-0 0.502 96 19-6'/2 24.96 2'/2 (See Notes) 105-3 120 20.792 Flow (q) from Route 7 3fE(6-8'/2), 2PO(18-8'/2), 2fT(1 6-10) 91-2'/2 0.081676 4.683 111 8-9 188.21 2,7050 196-6 16.048 111 8-9 4 (See Notes) 11-2 120 41.523 BV(16-8'%), BOR @ ND 241 16 8'/2 0.008450 4.835 241 -0-11 188.21 4.3100 27-10/2 0.236 241 -0-11 4 (See Notes) 16-5 120 46.594 2fE(6-9'/2) 13-7 0.011776 1.481 216 -4-4 188.21 4.0260 30-0'/2 0.354 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 2 - REC ROOM 4/22/2021 2:22:56PM Page 7 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM Date: 4/22/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 216 -4-4 4 (See Notes) 53-0'/2 120 48.428 5fE(9-5'/z) 47-4 0.008450 -0.147 5 -4-0 188.21 4.3100 100-4'/2 0.848 5 -4-0 4 (See Notes) 103-5'/2 140 49.130 E(16-8'/2), BFP(-10.000), S 16-8'/2 0.007041 1 -4-0 188.21 4.2200 120-2%2 10.846 250.00 59.976 Hose Allowance At Source Total(Pt) Route 1 1 438.21 546 19-6'/z 5.6 14.85 1'/4 (See Notes) 9-7 120 7.029 ••••• Route 2••••• Sprinkler 0.015923 545 19-6'/2 14.85 1.4420 9-7 0.153 545 19-6'/2 5.6 15.01 1'/4 (See Notes) 12-1'/z 120 7.182 Sprinkler, 2E(3-8'/2) 7-5 0.057978 137 19-6'/2 29.85 1.4420 19-6'/z 1.133 137 19-6'/z 15.57 1'/4 9-6'/2 120 8.315 Flow (q) from Route 5 0.126057 0.001 549 19-6'/2 45.43 1.4420 9-6'/2 1.201 549 19-6'/2 5.6 17.28 1'/4 (See Notes) 10-5 120 9.516 Sprinkler 0.228821 0.001 548 19-6'/2 62.70 1.4420 10-5 2.380 548 19-6'/z 5.6 19.32 1'/4 (See Notes) 14-10'/2 120 11.897 Sprinkler, PO(7-5) 7-5 0.376050 0.003 131 19-6'/2 82.02 1.4420 22-3'/z 8.390 20.290 Total(Pt) Route 2 556 19-6'h 5.6 14.97 1 (See Notes) 3-0 120 7.142 ••••• Route 3••••• Sprinkler, PO(5-11'/z) 5-11'/z 0.063993 161 19-6'/z 14.97 1.0870 8-11 /z 0.572 7.714 Total(Pt) Route 3 555 19-6'/2 5.6 15.50 1 (See Notes) 3-0'/2 120 7.659 ..... Route 4 Sprinkler, PO(5-11'/2) 5-11'/z 0.068268 159 19-6'/2 15.50 1.0870 8-11'/z 0.612 8.271 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 2 - REC ROOM 4/22/2021 2:22:56PM Page 8 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM Date: 4/22/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 544 196'/z 5.6 15.57 1 (See 2-5'/2 120 7.735 ••••• Route 5••••• Sprinkler, 5-11'/2 Notes) 137 19-6'/2 15.57 1.0870 0.068898 PO(5-11'h) 8-5 0.580 8.315 Total(Pt) Route 5 558 19-6'/2 5.6 16.29 1 (See 2-10 120 8.465 ..... Route 6 Sprinkler, 5-11'h Notes) 158 19-6'/2 16.29 1.0870 0.074890 PO(5-11'/2) 8 9 0.657 9.122 Total(Pt) Route 6 538 19-6'/2 5.6 24.96 1'/4 (See 14-10'/2 120 19.861 ..... Route 7 Sprinkler, 7-5 0.003 Notes) 96 19-6'/2 24.96 1.4420 0.041619 PO(7-5) 22-3%2 0.929 20.792 Total(Pt) Route 7 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 2 - REC ROOM 4/22/2021 2:22:56PM Page 9 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - REC ROOM Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/22/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow 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'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 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 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 2 - REC ROOM 4/22/2021 2:22:56PM Page 10 Hydraulic Calculations for Project Name: MAIN STREET COMMONS Location: 550 MAIN STREET, , EDMONDS WA, 98020 Drawinq Name: fp.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 3 - LEVEL 1 KITCHEN SHEET FP2.20 Ordinary Group I - Kitchen OFFICE 0.150gpm/ft2 1500.00ft2 (Actual 932.63ft2) 100.0oft2 Upright 12 0 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 474.72 @ 38.137 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: NORTHWEST FIRE SYSTEMS Address: 22645 83rd Ave S. Bldg D, Kent, WA 98032 Phone Number: 425.902.6697 Name of designer: BRYAN FARMER Authority Having Jurisdiction: CITY OF EDMONDS Notes: Calculation Date: 4/22/2021 Allowance at Source (Safety Margin = 58.468 psi) � WASHINIiTON STATE � CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N 9419-0815-C Level 0 • Northwest Fire Systems, LLC N a NQ9THFS928CR o A. o■ Explrea g�yn 12139121 L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.22.0 3 - LEVEL 1 KIT( 4/22/2021 3:04:38PM Page 1 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN 100 90 80 70 60 .N a 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 474.72 @ 96.60 1000.00 @ 94.570 Water Supply Summary Sheet Node: 1 224_72 38.137 474.72 i with Hose Allowance at Source System demand curve LI, , , , , , , , , , , , , , , � � � � � � � � � � � � � . . . . . . . . . . . . . . . . . . 800 1000 1200 1400 Flow - gpm 1600 1800 ►011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 3:04:40PM Paqe 2 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN 100 90 80 70 60 .N a 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 474.72 @ 96.60 1000.00 @ 94.570 BOR @ ND 241 Summary Sheet 224.72 6 23.959 474.72 i with Hose Allowance at Source curve E 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 3:04:40PM Paqe 3 ikummary Of Outflowing Devices Job Number: 05043C - MAIN ST COMMONS Report Description: Ordinary Group I - Kitchen (3 - LEVEL 1 KITCHEN) Device Actual Flow m Minimum Flow pm K-Factor K(psi) Pressure Density m ft2 Coverage Foot Sprinkler 598 19.01 5.85 5.6 11.519 0.487gpm/ft2 39.00ft2 Sprinkler 599 19.57 16.39 5.6 12.209 0.179gpm/ft2 109.29ft2 Sprinkler 600 19.28 16.39 5.6 11.856 0.176gpm/ft2 109.29ft2 y Sprinkler 601 17.31 17.31 5.6 9.553 0.150 pm/ft2 115.39ft2 Sprinkler 604 17.41 12.40 5.6 9.661 0.211gpm/ft2 82.67ft2 Sprinkler 608 19.26 5.85 5.6 11.823 0.494gpm/ft2 39.00ft2 Sprinkler 610 19.74 16.39 5.6 12.423 0.181gpm/ft2 109.29ft2 Sprinkler 611 19.45 16.39 5.6 12.063 0.178gpm/ft2 109.29ft2 Sprinkler 615 16.98 16.00 5.6 9.199 0.159gpm/ft2 106.67ft2 Sprinkler 620 19.78 16.39 5.6 12.473 0.181gpm/ft2 109.202 Sprinkler 621 20.07 16.39 5.6 12.843 0.184gpm/ft2 109.29ft2 Sprinkler 626 16.88 16.00 5.6 9.086 0.158gpm/ft2 106.67ft2 r* Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.22.0 4/22/2021 3:04:41 PM Page 4 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN Date: 4/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) co (gpm) (psi) @ (gpm) (psi) 1 Water Supply 97.290 94.570 1000.00 96.605 474.72 38.137 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -4-0 Supply 38.137 224.72 598 8-8'/2 Sprinkler 11.519 19.01 Density:0.487gpm/ft2 Coverage: 39.00fe 599 7-10'/2 Sprinkler 12.209 19.57 Density:0.179gpm/ft2 Coverage: 109.29ft2 600 7-10'/2 Sprinkler 11.856 19.28 Density:0.176gpm/ft2 Coverage: 109.29ft2 601 8-5'/2 Sprinkler 9.553 17.31 Density:0.150gpm/ft2 Coverage: 115.39ft2 604 8-5'/2 Sprinkler 9.661 17.41 Density: 0.211gpm/ft2 Coverage: 82.67ft2 608 8-8'/2 Sprinkler 11.823 19.26 Density:0.494gpm/ft2 Coverage: 39.00ft2 610 7-10'/2 Sprinkler 12.423 19.74 Density:0.181gpm/ft2 Coverage: 109.29ft2 611 7-10'/2 Sprinkler 12.063 19.45 Density:0.178gpm/ft2 Coverage: 109.29ft2 615 8-5'/2 Sprinkler 9.199 16.98 Density:0.159gpm/ft2 Coverage: 106.67ft2 620 7-10 Sprinkler 12.473 19.78 Density:0.181gpm/ft2 Coverage: 109.29ft2 621 7-10'/2 Sprinkler 12.843 20.07 Density:0.184gpm/ft2 Coverage: 109.29ft2 626 8-5'/2 Sprinkler 9.086 16.88 Density:0.158gpm/ft2 Coverage: 106.67ft2 5 -4-0 26.962 216 -4-4 25.931 241 -0-11 Gauge 23.959 398 7-10 20.727 432 7-10 12.734 434 8-5'/2 10.468 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 3:04:44PM Paqe 5 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN Date: 4/22/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 435 7-10 12.863 437 7-10'/2 13.243 438 7-10 13.472 445 8-5'/2 9.845 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 3:04:44PM Paqe 6 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN Date: 4/22/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 601 8 5'/z 5.6 17.31 1'/< (See Notes) 6-10 120 9.553 ..... Route 1 Sprinkler 0.015848 0.000 604 8-5'/2 17.31 1,5300 6-10 0.108 604 8-5'/2 5.6 17.41 1'/4 (See Notes) 5-4 120 9.661 Sprinkler, T(8-81/2) 8-81/2 0.057432 0.000 434 8-5'/2 34.71 1.5300 14-0'/2 0.806 434 8-5'h 33.86 1'/4 (See Notes) 0-0 120 10.468 Flow (q) from Route 2 PO(9-11) 9-11 0.202378 0.260 432 7-10 68.58 1.5300 9 11 2.007 432 7-10 21/2 10-2 120 12.734 0.012617 435 7-10 68.58 2.7050 10-2 0.128 435 7-10 38.73 + 19.78 2'/2 9-8 120 12.863 Flow (q) from Route 4 and 6 0.039500 -0.001 437 7-101/2 127.09 2.7050 9-8 0.382 437 7-101/2 39.31 + 20.07 2'/2 2-10 120 13.243 Flow (q) from Route 5 and 7 0.080277 0.001 438 7-10 186.46 2.7050 2-10 0.228 438 710 38.26 2'/2 (See Notes) 21-7 120 13.472 Flow (q) from Route 8 fE(6-8'/2), fT(16-10), PO(18-8'/2 42-3 0.113384 0.018 398 7-10 224.72 2.7050 63-10 7.238 398 7-10 4 (See Notes) 6-10 120 20.727 BV(16-8'/2), BOR @ ND 241 16-81/2 0.011730 2.956 241 -0-11 224.72 4.3100 23-6 /2 1 0.276 241 -0-11 4 (See Notes) 16 5 120 23.959 2fE(6-9'/2) 13-7 0.016348 1.481 216 -4-4 224.72 4.0260 30-0'/2 0.491 216 -4-4 4 (See Notes) 53-01/2 120 25.931 5fE(9-5'/2) 47-4 0.011730 -0.147 5 -4-0 224.72 4.3100 100-4'/2 1.177 5 4 0 4 (See Notes) 103-5'/2 140 26.962 E(16-8'/2), BFP(-10.000), S 16-81/2 0.009774 1 -4-0 224.72 4.2200 120-2/2 1 11.175 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 3 - LEVEL 1 KITCHEN 4/22/2021 3:04:47PM Page 7 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN Date: 4/22/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (Psi ) directly to (Pf) and shown as (Foot) 250.00 38.137 Hose Allowance At Source Total(Pt) Route 1 1 474.72 626 8-5'/2 5.6 16.88 1 (See Notes) 1-8'/2 120 9.086 ..... Route 2 Sprinkler, PO(5-0) 5-0 0.095083 463 8-5'/z 16.88 1.0490 6 8'/2 0.638 463 8-5'/2 1'/4 8-0 120 9.723 0.015130 445 8-5'/2 16.88 1.5300 8-0 0.121 445 8-5'/2 16.98 1'/4 (See Notes) 2-7'/2 120 9.845 Flow (q) from Route 3 T(8-8+'/z) 8-8+/2 0.054858 0.000 434 8-5'/2 33.86 1.5300 11-4'h 0.623 10.468 Total(Pt) Route 2 615 8-5'/2 5.6 16.98 1 (See Notes) 1-8'/2 120 9.199 ••••• Route 3••••• Sprinkler, PO(5-0) 5-0 0.096183 445 8-5'/z 16.98 1.0490 6-8/z 0.645 9.845 Total(Pt) Route 3 600 7-10'/z 5.6 19.28 1'/4 (See Notes) 10-9 120 11.856 ••••• Route 4••••• Sprinkler 0.019353 -0.000 611 7-10'/2 19.28 1.5300 10-9 0.208 611 7-10'/z 5.6 19.45 1'/4 (See Notes) 1-5 120 12.063 Sprinkler, PO(9-11) 9-11 0.070329 0.001 435 7-10 38.73 1.5300 11-4 0.798 12.863 Total(Pt) Route 4 599 7-10'/2 5.6 19.57 1'/4 (See Notes) 10-9 120 12.209 ••••• Route 5••••• Sprinkler 0.019885 0.000 610 7-10'/z 19.57 1.5300 10-9 0.213 610 7-10'/2 5.6 19.74 1'/4 (See Notes) 1-5 120 12.423 Sprinkler, PO(9-11) 9-11 0.072266 0.000 437 7-10'/z 39.31 1.5300 11-4 0820 13.243 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 3 - LEVEL 1 KITCHEN 4/22/2021 3:04:47PM Page 8 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN Date: 4/22/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 620 7-10 5.6 19.78 1'/4 (See 9-3'/2 120 12.473 ••••• Route 6••••• Sprinkler, 9-11 0.000 Notes) 435 7-10 19.78 1.5300 0.020283 PO(9-11) 19-2'/2 0.390 12.863 Total(Pt) Route 6 621 7-10'/2 5.6 20.07 1'/4 (See 9-3'h 120 12.843 ••••• Route 7••••• Sprinkler, 9-11 0.000 Notes) 437 7-10'/2 20.07 1.5300 0.020838 PO(9-11) 19-2'/2 0.400 13.243 Total(Pt) Route 7 598 8-8'/2 5.6 19.01 1'/4 (See 9-9 120 11.519 ..... Route 8 Sprinkler Notes) 608 8-8'/2 19.01 1.3800 0.031146 9-9 0.304 608 8-8'/2 5.6 19.26 1'/4 (See 3-3'/2 120 11.823 Sprinkler, 8-0 0.367 Notes) 438 7-10 38.26 1.3800 0.113648 LtE(2-0), PO(6-0) 11-3'h 1.282 13.472 Total(Pt) Route 8 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 3 - LEVEL 1 KITCHEN 4/22/2021 3:04:47PM Page 9 Job Name: MAIN STREET COMMONS Remote Area Number: 3 -LEVEL 1 KITCHEN Equivalent Pioe Lenaths of Valves and Fittinas (C=120 onlv) IC Value Multiplier Date: 4/22/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 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%' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 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 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 3 - LEVEL 1 KITCHEN 4/22/2021 3:04:47PM Page 10 Hydraulic Calculations for Project Name: MAIN STREET COMMONS Location: 550 MAIN STREET, , EDMONDS WA, 98020 Drawinq Name: fp.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 4 - BASEMENT STORAGE SHEET FP2.10 Ordinary Group II MISC STORAGE 0.200gpm/ft2 900.00ft2 (Actual 908.85ft2) 79.38ft2 Upright 12 0 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 455.29 @ 47.389 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: NORTHWEST FIRE SYSTEMS Address: 22645 83rd Ave S. Bldg D, Kent, WA 98032 Phone Number: 425.902.6697 Name of designer: BRYAN FARMER Authority Having Jurisdiction: CITY OF EDMONDS Notes: Calculation Date: 4/22/2021 Allowance at Source (Safety Margin = 49.267 psi) -------- --------------------- WASHINGTOX STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye , 9419-0815-C Level CD • Northwest Fire Systems, LLC N a NO HFS928CR o e� Explros � Slgnad� 12139l21 ----------------------------i L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.22.0 4 - BASEMENT ; 4/22/2021 2:24:13PM Pagel Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE 100 90 80 70 60 .N a 3 50 a 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 455.29 @ 96.65 1000.00 @ 94.570 Water Supply Summary Sheet Node: 1 205_2947.389 455.29 i with Hose Allowance at Source System demand curve 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:24:15PM Paqe 2 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE 100 90 80 70 60 .N a 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/22/2021 Static Pressure 97.290 455.29 @ 96.65 1000.00 @ 94.570 BOR @ ND 241 Summary Sheet 205.29_j 33.650 i 455.29 with Hose Allowance at Source System demand curve LL . . . . . . . . . 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:24:15PM Paqe 3 ikummary Of Outflowing Devices Job Number: 05043C - MAIN ST COMMONS Report Description: Ordinary Group II (4 - BASEMENT STORAGE) Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Density m ft2 Coverage Foot Sprinkler 563 17.24 15.88 5.6 9.473 0.217gpm/ft2 79.38ft2 Sprinkler 564 15.98 15.88 5.6 8.139 0.201gpm/ft2 79.38ft2 y Sprinkler 565 15.88 15.88 5.6 8.036 0.200 pm/ft2 79.38ft2 Sprinkler 566 17.39 15.88 5.6 9.645 0.219gpm/ft2 79.38ft2 Sprinkler 567 16.13 15.88 5.6 8.297 0.203gpm/ft2 79.38ft2 Sprinkler 568 16.03 15.88 5.6 8.193 0.202gpm/ft2 79.38ft2 Sprinkler 569 17.95 15.88 5.6 10.271 0.226gpm/ft2 79.38ft2 Sprinkler 570 16.64 15.88 5.6 8.831 0.210gpm/ft2 79.38ft2 Sprinkler 571 16.54 15.88 5.6 8.721 0.208gpm/ft2 79.38ft2 Sprinkler 573 1 19.05 15.88 5.6 1 11.569 1 0.240gpm/ft2 79.38ft2 Sprinkler 574 18.30 15.88 5.6 10.673 0.230gpm/ft2 79.38ft2 Sprinkler 575 18.18 15.88 5.6 10.542 0.229gpm/ft2 79.38ft2 r* Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.22.0 4/22/2021 2:24:17PM Page 4 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE Date: 4/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) co (gpm) (psi) @ (gpm) (psi) 1 Water Supply 97.290 94.570 1000.00 96.656 455.29 47.389 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -4-0 Supply 47.389 205.29 563 -1-7'/2 Sprinkler 9.473 17.24 Density:0.217gpm/ft2 Coverage: 79.38ft2 564 -1-7'/2 Sprinkler 8.139 15.98 Density:0.201gpm/ft2 Coverage: 79.38ft2 565 -1-7'/2 Sprinkler 8.036 15.88 Density:0.200gpm/ft2 Coverage: 79.38ft2 566 -1-7'/2 Sprinkler 9.645 17.39 Density: 0.219gpm/ft2 Coverage: 79.38ft2 567 -1-7'/2 Sprinkler 8.297 16.13 Density:0.203gpm/ft2 Coverage: 79.38ft2 568 -1-7'/2 Sprinkler 8.193 16.03 Density:0.202gpm/ft2 Coverage: 79.38ft2 569 -1-7'/2 Sprinkler 10.271 17.95 Density:0.226gpm/ft2 Coverage: 79.38ft2 570 -1-7'/2 Sprinkler 8.831 16.64 Density: 0.210gpm/ft2 Coverage: 79.38ft2 571 -1-7'/2 Sprinkler 8.721 16.54 Density:0.208gpm/ft2 Coverage: 79.38ft2 573 -1-7'/2 Sprinkler 11.569 19.05 Density:0.240gpm/ft2 Coverage: 79.38ft2 574 -3-9 Sprinkler 10.673 18.30 Density:0.230gpm/ft2 Coverage: 79.38ft2 575 -3-9 Sprinkler 10.542 18.18 Density:0.229gpm/ft2 Coverage: 79.38ft2 5 -4-0 36.395 172 -1-7'/2 10.858 187 -1-7'/2 11.054 202 -1-7'/2 11.765 216 -4-4 35.546 219 -1-7'/2 13.310 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 2:24:20PM Paqe 5 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE Date: 4/22/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 241 -0-11 Gauge 33.650 390 7-10'/z 26.243 398 7-10 30.460 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.22. 4/22/2021 2:24:20PM Paqe 6 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE Date: 4/22/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 565 -1-7'/2 5.6 15.88 1'/4 (See Notes) 7-7 120 8.036 ..... Route 1 Sprinkler 564 -1-7'/2 15.88 1,5300 0.013506 7-7 0.102 564 -1-7'/2 5.6 15.98 1'/4 (See Notes) 7-6 120 8.139 Sprinkler, 19-10 -0.004 563 1-7'/2 31.85 1.5300 0.048976 4E(4-11'/2) 27 4 1.339 563 1-7'/2 5.6 17.24 1'/4 (See Notes) 2-10 120 9.473 Sprinkler, 9-11 -0.008 172 -1-7'/2 49.09 1.5300 0.109017 PO(9-11) 12-9'/2 1.392 172 -1-7'/2 2 10-7 120 10.858 -0.000 187 -1-7'/2 49.09 2.2030 0.018470 10-7 0.195 187 -1-7'/2 49.55 2 10-7 120 11.054 Flow (q) from Route 2 -0.000 202 1-7'/2 98.64 2.2030 0.067166 10-7 0.711 202 -1-7'/2 51.13 2 10-7'/2 120 11.765 Flow (q) from Route 3 -0.000 219 -1-7'/2 149.76 2.2030 0.145436 10-7'/2 1.545 219 -1-7'/2 55.52 2 (See Notes) 21-8 120 13.310 Flow (q) from Route 4 43-7'/2 -4.088 390 7-10'/2 205.29 2.2030 0.260641 2fE(4-9'/2), 2PO(13-7'/2), E(6-1 0) 65-3%2 17.021 390 7-10'/2 2'/2 (See 8-2 120 26.243 35-7 0.022 Notes) 398 7-10 205.29 2.7050 0.095911 fT(16-10), P0(18-8%) 43-9 4.195 398 7-10 4 (See 6-10 120 30.460 16-8'/2 2.956 Notes) 241 -0-11 205.29 4.3100 0.009922 BV(16-8%), BOR @ ND 241 23-6%2 0.234 241 -0-11 4 (See 16-5 120 33.650 13-7 1.481 Notes) 216 -4-4 205.29 4.0260 0.013829 2fE(6-9'/2) 30-0'/2 0.415 216 4 4 4 (See 53-0'/2 120 35.546 47-4 -0.147 Notes) 5 -4-0 205.29 4.3100 0.009922 5fE(9-5'/2) 100-4'/2 1 0.996 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 1 - BASEMENT STORAGE 4/22/2021 2:24:22PM Page 7 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE Date: 4/22/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 5 -4-0 4 (See 103-5'/2 140 36.395 16-8'/2 Notes) 1 -4-0 205.29 4.2200 0.008268 E(16-8'/2), BFP(-10.000), S 120-2/2 10.994 250.00 47.389 Hose Allowance At Source Total(Pt) Route 1 1 455.29 568 -1-7'/2 5.6 16.03 1'/4 (See Notes) 7-7 120 8.193 ..... Route 2 Sprinkler 567 -1-7'/2 16.03 1.5300 0.013749 7-7 0.104 567 1-7'/2 5.6 16.13 1'/4 (See Notes) 7-3'h 120 8.297 Sprinkler, 19-10 -0.004 566 -1-7'/2 32.16 1.5300 0.049857 4E(4-11'/2) 27-1'/2 1.352 566 -1-7'/2 5.6 17.39 1'/4 (See Notes) 2-10 120 9.645 Sprinkler, 9-11 -0.008 187 -1-7'/2 49.55 1.5300 0.110929 PO(9-11) 12-9'/2 1.417 11.054 Total(Pt) Route 2 571 1-7'/2 5.6 16.54 1'/4 (See Notes) 7-7 120 8.721 ..... Route 3 Sprinkler 570 -1-7'/2 16.54 1.5300 0.014567 7-7 0.110 570 -1-7'/2 5.6 16.64 1'/4 (See Notes) 7-6 120 8.831 Sprinkler, 19-10 -0.004 569 -1-7'/2 33.18 1.5300 0.052819 4E(4-11'/z) 27 4 1.444 569 -1-7'/2 5.6 17.95 1'/4 (See Notes) 2-10 120 10.271 Sprinkler, 9-11 -0.008 202 1-7'/2 51.13 1.5300 0.117541 PO(9-11) rl2-9 /2 1.501 11.765 Total(Pt) Route 3 575 3 9 5.6 18.18 1'/4 (See Notes) 7-7 120 10.542 ..... Route 4 Sprinkler 574 -3-9 18.18 1.5300 0.017360 7-7 0.132 574 -3-9 5.6 18.30 1'/4 (See Notes) 8-11 120 10.673 Sprinkler, 19-10 -0.915 573 -1-7'/2 36.48 1.5300 0.062943 4E(4-11'/2) 28 9 1.810 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 1 - BASEMENT STORAGE 4/22/2021 2:24:22PM Page 8 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE Date: 4/22/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 573 -1-7'/2 5.6 19.05 1'/4 (See 2-10 120 11.569 Sprinkler, 9-11 -0.008 Notes) 219 -1-7'/z 55.52 1.5300 0.136930 PO(9-11) 12 91/2 1.749 13.310 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 1 - BASEMENT STORAGE 4/22/2021 2:24:22PM Page 9 Job Name: MAIN STREET COMMONS Remote Area Number: 4 - BASEMENT STORAGE Equivalent Pioe Lenaths of Valves and Fittinas (C=120 onlv) IC Value Multiplier Date: 4/22/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow 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'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 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 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.22.0 1 - BASEMENT STORAGE 4/22/2021 2:24:22PM Page 10