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FIR2022-0033+Calculations+3.31.2022_9.22.56_AM+2772895of Ev,y A -� WATER AVAILABILITY CERTIFICATE ono , R9� PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.aov ITEMS IN THIS BOX TO BE FILLED IN BY APPLICANT ® Building Permit ❑ Preliminary Plat or PUD ❑ Subdivision ❑ Rezone or Other Applicant's name: Ian Cass Proposed Use: Fire Sprinkler Design for Main St Commons Location (attach map and legal description if necessary): 550 Main St., Edmonds WA 98020 r� MAIN ST 117 i7- ,1 °4 - - - - - - - - - - - - - - - - - - - - - 0------ ,. A lot 550 Permit # BLD19-00529 Updated on 811412018 Page 1 of 2 ITEMS IN THIS BOX TO BE FILLED IN BY EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Number Project Name BLD2019-0529 Main St Commons INFORMATION PROVIDED BY WATER AGENCY 1. ❑x a. Water will be provided by service connection only to an existing iz-inch (size) water main that is adjacent to the site. OR ❑ b. Water service will require an improvement to the water system of: ❑ (i). feet of water main to reach the site; and/or ❑ (z). The construction of a distribution system on the site; and/or ❑ (3). Other (describe): 2. ❑x a. The water system is in conformance with a City approved water comprehensive plan. OR ❑ b. The water system improvement will require a water comprehensive plan amendment. (This will cause a delay in permit issuance and approval.) 3. 0 a. The proposed project is within the corporate limits of the City, or has been granted Boundary Review board approval for extension of service outside the City, or is within the City approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 4. 21 a. Water is/or will be available at the rate of flow and duration indicated below at no less than 20 psi Measured at the nearest fire hydrant 3.05 feet from the building/property (or as marked on attached map) Rate of Flow Duration ❑ Less than Soo gpm. (approximately gpm) ❑ Less than one (1) hour ❑ Soo to 999 gpm ❑ One (1) to two (z) hours ❑ iSoo gpm or more ❑X Two (z) hours or more ❑ Flow test of gpm ❑ Other ❑X Calculation of46Zogpm (Commercial building permits require flow test or calculation) OR ❑ b. Water will system is not capable of providing fire flow. WATER AGENCY CERTIFICATION COMMENTS/CONDITIONS: Per model Static Pressure is .2Psi at i000 qpm, residual pressure is si at max flow of 4620 gpm, residual pressure is 20 psi I hereby certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. City of Edmonds Russell Lynch (Agency Name) Signatory Printed Name Associate Engineer 2/25/21 (Title) (Signature/Date) Updated on 811412018 Page 2 of 2 Hydraulic Calculations for Project Name: MAIN STREET COMMONS Location: 550 MAIN STREET, , EDMONDS WA, 98020 Drawinq Name: 05043c FP2.10 (main st east).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-Lower Level Tenant 5 FP2.10 Ordinary Group II N/A 0.200gpm/ft2 1500.00ft2 (Actual 1062.24ft2) 130.00ft2 Upright 10 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: 501.67 @ 57.442 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 2/25/21 Location: 550 Main St. Edmonds, WA 98020 Source: City of Edmonds 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: 3/28/2022 Allowance at Source (Safety Margin = 39.803) WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N ■ 9419-0815-C Level Northwest Fire Systems, LLC N e; NO THFS928CR � Expires ■ igna 12/31/22 ; L............................a L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 06.3.18.0 1-Lower Level Te 3/28/2022 7:50:26AM Page 1 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 100 90 80 70 60 .N a 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 3/28/2022 Static Pressure 501.67 97.290 @ 97.245 4620.00 @ 94.570 Water Supply Summary Sheet Node: 1 251.67 501.67 57.442 with Hose Allowance at Source System demand curve 3600 4500 5400 6300 Flow - gpm 7200 8100 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 3/28/2022 7:50:28AM Paqe 2 Hydraulic Graph Job Name: MAIN STREET COMMONS N 1.85 Remote Area Number: 1-Lower Level Tenant 5 Date: 3/28/2022 100 Gauge 1 Summary Sheet 90 Static Pressure 89.479 Available Supply— Node: 326 251.67 @ 86.131 251.67 @ 97.245 80 70 60 .N a 2 50 y a� a` 251.67 @ 46.328 rr 40 30 System demand curve 20 10 0 0 50 100 150 200 250 300 350 400 450 500 Flow - gpm &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.18.0 3/28/2022 7:50:28AM Paqe 3 ikummary Of Outflowing Devices Job Number: 05043C - 05043c Main St East Report Description: Ordinary Group II (1-Lower Level Tenant 5) Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Density m ft2 Coverage Foot Sprinkler 501 25.81 23.10 5.6 21.246 0.223gpm/ft2 115.50ft2 Sprinkler 515 26.32 24.50 5.6 22.091 0.215gpm/ft2 122.50ft2 Sprinkler 519 26.20 24.50 5.6 21.890 0.214gpm/ft2 122.50ft2 Sprinkler 530 25.77 19.44 5.6 21.172 0.265gpm/ft2 97.22ft2 Sprinkler 531 24.91 19.44 5.6 19.790 0.256gpm/ft2 97.22ft2 Sprinkler 546 25.46 19.44 5.6 20.663 0.262gpm/ft2 97.22ft2 Sprinkler 547 24.30 19.44 5.6 18.825 0.250gpm/ft2 97.22ft2 Sprinkler 560 25.37 12.25 5.6 20.522 0.414gpm/ft2 61.23ft2 r* Sprinkler 561 24.40 24.40 5.6 18.985 0.200 pm/ft2 122.00ft2 Sprinkler 573 23.14 18.80 5.6 17.074 0.246gpm/ft2 94.00ft2 r* Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.18.0 3/28/2022 7:50:29AM Page 4 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 Date: 3/28/2022 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 4620.00 97.245 501.67 57.442 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 57.442 251.67 501 19-2 Sprinkler 21.246 25.81 Density:0.223gpm/ft2 Coverage: 115.50ft2 515 17-11 Sprinkler 22.091 26.32 Density:0.215gpm/ft2 Coverage: 122.50ft2 519 17-11 Sprinkler 21.890 26.20 Density:0.214gpm/ft2 Coverage: 122.50ft2 530 17-11 Sprinkler 21.172 25.77 Density:0.265gpm/ft2 Coverage: 97.22ft2 531 17-11 Sprinkler 19.790 24.91 Density:0.256gpm/ft2 Coverage: 97.22ft2 546 17-11 Sprinkler 20.663 25.46 Density:0.262gpm/ft2 Coverage: 97.22ft2 547 17-11 Sprinkler 18.825 24.30 Density:0.250gpm/ft2 Coverage: 97.22ft2 560 17-11 Sprinkler 20.522 25.37 Density:0.414gpm/ft2 Coverage: 61.23ft2 561 17-11 Sprinkler 18.985 24.40 Density:0.200gpm/ft2 Coverage: 122.00ft2 573 18-2 Sprinkler 17.074 23.14 Density:0.246gpm/ft2 Coverage: 94.00ft2 4 -5-0 56.813 5 -5-0 52.595 6 -5-0 50.437 8 -5-0 50.674 24 19-2 22.376 64 17-11 23.263 79 12-0 39.812 95 17-11 24.325 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.18. 3/28/2022 7:50:32AM Paqe 5 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 Date: 3/28/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 96 17-11 23.893 138 17-11 22.298 139 17-11 20.848 194 17-11 21.764 195 17-11 19.836 236 17-11 21.617 238 17-11 19.364 320 12-0 42.395 326 3-9'/2 46.328 347 17-11 19.211 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.18. 3/28/2022 7:50:32AM Paqe 6 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 Date: 3/28/2022 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) 561 17-11 5.6 24.40 1'/4 (See Notes) 1-8 120 18.985 •••••Route1••••• Sprinkler, PO(6-0) 6-0 0.049444 238 17-11 24.40 1.3800 7-8 0.379 238 17-11 23.14 1'/2 8-3'/2 120 19.364 Flow (q) from Route 5 0.056802 195 17-11 47.54 1.7280 8-3'/2 0.472 195 17-11 24.30 1'/2 8-3'/2 120 19.836 Flow (q) from Route 6 0.121915 139 17-11 71.84 1.7280 8-3'/2 1.013 139 17-11 24.91 1'/2 (See Notes) 3-1'/2 120 20.848 Flow (q) from Route 7 PO(11-3'/2) 11-3'/2 0.211477 96 17-11 96.75 1.7280 14-5 3.045 96 17-11 26.20 21/2 11-7'/2 120 23.893 Flow (q) from Route 2 0.037153 95 17-11 122.95 2.7050 11-7'/2 0.432 95 17-11 52.13 + 76.59 2'/2 (See Notes) 46-11 120 24.325 Flow (q) from Route 3 and 8 4fE(6-8'/2), PO(18-8'/2) 45-6 0.139815 2.565 79 12-0 251.67 2.7050 92-5 12.922 79 12-0 3 (See Notes) 28-7'/2 120 39.812 PO(22-6) 22.6 0.050508 0.000 320 12-0 251.67 3.3340 51-1'/2 2.582 320 12-0 4 (See Notes) 7-5 120 42.395 CV(18-6), Gauge 1 18-6 0.014464 3.559 326 3-9'/2 251.67 4.3100 25-11 0.375 326 3-9'h 4 (See Notes) 8-0 140 46.328 E(16-8'/2) 16-8'/2 0.012053 3.811 6 -5-0 251.67 4.2200 24-8'/2 0.298 6 5 0 4 (See Notes) 9-8'/2 120 50.437 EE(5-0'/2) 5-0'/2 0.016030 8 -5-0 251.67 4.2200 14 9 0.236 8 -5-0 4 (See Notes) 136-0 140 50.674 EE(6-8'/2), E(16-8'/2) 23-5 0.012053 5 -5-0 251.67 4.2200 159-5 1.921 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 1-Lower Level Tenant 5 3/28/2022 7:50:34AM Page 7 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 Date: 3/28/2022 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 -5-0 4 (See Notes) 2-0 120 52.595 BFP(-3.166) 0.016030 4 -5-0 251.67 4.2200 2 0 4.218 4 -5-0 4 (See Notes) 18-9 140 56.813 S, T(33-5'/z) 33-5'/2 0.012053 1 -5-0 251.67 4.2200 r52-21/2 1 0.629 250.00 57.442 Hose Allowance At Source Total(Pt) Route 1 1 501.67 519 17-11 5.6 26.20 1 (See Notes) 4-4 120 21.890 ••••• Route 2••••• Sprinkler, PO(5-0) 5-0 0.214466 96 17-11 26.20 1.0490 9 4 2.003 23.893 Total(Pt) Route 2 515 17-11 5.6 26.32 1 (See Notes) 0-5 120 22.091 ••••• Route 3••••• Sprinkler, PO(5-0) 5-0 0.216288 64 17-11 26.32 1.0490 5 5 1.172 64 17-11 25.81 1'/2 (See Notes) 4-5'/2 120 23.263 Flow (q) from Route 4 PO(11-3'/2) 11-3'/2 0.067372 95 17-11 52.13 1.7280 15 9 1.062 24.325 Total(Pt) Route 3 501 19-2 5.6 25.81 1 (See Notes) 0-5 120 21.246 ..... Route 4 Sprinkler, PO(5-0) 5-0 0.208623 24 19-2 25.81 1.0490 5-5 1.130 24 19-2 1'/2 (See Notes) 11-7'/2 120 22.376 2E(3-7) 7-2 0.018353 0.542 64 17-11 25.81 1.7280 18-9'/z 0.345 23.263 Total(Pt) Route 4 573 18-2 5.6 23.14 1 (See Notes) 1-11'/2 120 17.074 ••••• Route 5••••• Sprinkler, T(5-0), PO(5-0) 10-0 0.170425 0.099 347 17-11 23.14 1.0490 11-11'h 2.038 347 17-11 1'/2 10-2'/2 120 19.211 0.014992 238 17-11 I 23.14 I 1.7280 I r 10-2'/2 0.153 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 1-Lower Level Tenant 5 3/28/2022 7:50:34AM Page 8 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 Date: 3/28/2022 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) 19.364 I Total(Pt) Route 5 547 17-11 5.6 24.30 1 (See Notes) 0-5 120 18.825 ••••• Route 6••••• Sprinkler, PO(5-0) 5-0 0.186534 195 17-11 24.30 1.0490 5 5 1.010 19.836 Total(Pt) Route 6 531 17-11 5.6 24.91 1 (See Notes) 0-5 120 19.790 ••••• Route 7••••• Sprinkler, PO(5-0) 5-0 0.195362 139 17-11 24.91 1.0490 5 5 1.058 20.848 Total(Pt) Route 7 546 17-11 5.6 25.46 1 (See Notes) 0-5 120 20.663 ..... Route 8 Sprinkler, PO(5-0) 5-0 0.203318 194 17-11 25.46 1.0490 5-5 1.101 194 17-11 25.37 1'/2 8-3'/2 120 21.764 Flow (q) from Route 10 0.064276 138 17-11 50.82 1.7280 0.534 138 17-11 25.77 1'/2 (See Notes) 3-5'/2 120 22.298 Flow (q) from Route 9 PO(11-3'/2) 11-3'/2 0.137262 95 17-11 76.59 1.7280 14 9 2.027 24.325 Total(Pt) Route 8 530 17-11 5.6 25.77 1 (See Notes) 0-5 120 21.172 ••••• Route 9••••• Sprinkler, PO(5-0) 5-0 0.207946 138 17-11 25.77 1.0490 5 5 1.126 22.298 Total(Pt) Route 9 560 17-11 5.6 25.37 1 (See Notes) 0-5 120 20.522 ..... Route 10 Sprinkler, PO(5-0) 5-0 0.202037 236 17-11 25.37 1.0490 5 5 1.094 236 17-11 1'/2 8-3'/2 120 21.617 0.017773 194 17-11 25.37 1.7280 8-3'h 0.148 21.764 Total(Pt) Route 10 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 1-Lower Level Tenant 5 3/28/2022 7:50:34AM Page 9 Job Name: MAIN STREET COMMONS Remote Area Number: 1-Lower Level Tenant 5 Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 3/28/2022 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'/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 2020 06.3.18.0 1-Lower Level Tenant 5 3/28/2022 7:50:34AM Page 10 Hydraulic Calculations for Project Name: MAIN STREET COMMONS Location: 550 MAIN STREET, , EDMONDS WA, 98020 Drawinq Name: 05043c FP2.10 (main st east).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 - LEVEL 2 UPPER NET SHEET FP2.20 Ordinary Group II MERCANTILE 0.200gpm/ft2 1500.00ft2 (Actual 917.30ft2) 130.00ft2 Upright 10 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: 506.25 @ 71.608 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 2/25/21 Location: 550 Main St. Edmonds, WA 98020 Source: City of Edmonds 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: 3/28/2022 Allowance at Source (Safety Margin = 25.636) ............... WASHINGTON STATE � ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye N 9419-0815-C Level Northwest Fire Systems, LLC N .� NO THFS928CR o o� ■ r ■�4go_Expires ■ Igea 12/31/22 ; i----------------------------i L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 06.3.18.0 2 - LEVEL 2 UPF 3/28/2022 7:54:36AM Page 1 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET 100 90 80 70 60 .N Q 50 m a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 3/28/2022 Static Pressure 506.25 97.290 @ 97.244 4620.00 @ 94.570 Water Supply Summary Sheet Node: 1 256.25 506.25 a� 71.608 with Hose Allowance at Source System demand curve LLLL�il I I I 3600 4500 5400 6300 Flow - gpm 7200 8100 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 3/28/2022 7:54:38AM Paqe 2 Hydraulic Graph Job Name: MAIN STREET COMMONS N 1.85 Remote Area Number: 2 - LEVEL 2 UPPER NET Date: 3/28/2022 100 Gauge 1 Summary Sheet 90 Static Pressure 89.479 Available Supply- Node: 326 256.25 @ 85.909 256.25 @ 97.24 80 70 256.25 @ 60.273 60 .N a 50 a� a` 40 System demand curve 30 20 10 0 0 50 100 150 200 250 300 350 400 450 500 Flow - gpm &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.18.0 3/28/2022 7:54:38AM Paqe 3 ikummary Of Outflowing Devices Job Number: 05043C - MAIN ST COMMONS EAST Report Description: Ordinary Group II (2 - LEVEL 2 UPPER NET) Device Actual Flow pm Minimum Flow pm K-Factor K(psi) Pressure Density m ft2 Coverage Foot Sprinkler 502 25.43 19.44 5.6 20.624 0.262gpm/ftz 97.22ft2 Sprinkler 503 25.18 19.44 5.6 20.224 0.259gpm/ftz 97.22ft2 Sprinkler 510 25.52 19.44 5.6 20.765 0.262gpm/ft2 97.22ft2 Sprinkler 511 25.27 19.44 5.6 20.363 0.260gpm/ft2 97.22ft2 Sprinkler 522 25.83 19.44 5.6 21.275 0.266gpm/ft2 97.22ft2 Sprinkler 523 25.58 19.44 5.6 20.864 0.263gpm/ft2 97.22ft2 y Sprinkler 538 26.00 26.00 5.6 21.556 0.200 pm/ftz 130.00ft2 Sprinkler 539 25.84 21.00 5.6 21.287 0.246gpm/ft2 105.00ft2 Sprinkler 555 1 25.86 12.75 1 5.6 11 21.326 0.406gpm/ft2 63.75ft2 Sprinkler 556 25.74 21.00 5.6 21.131 0.245gpm/ft2 105.00ft2 r* Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.18.0 3/28/2022 7:54:39AM Page 4 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET Date: 3/28/2022 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 4620.00 97.244 506.25 71.608 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 71.608 256.25 502 29-0 Sprinkler 20.624 25.43 Density:0.262gpm/ft2 Coverage: 97.22fe 503 29-0 Sprinkler 20.224 25.18 Density:0.259gpm/ft2 Coverage: 97.22ft2 510 29-0 Sprinkler 20.765 25.52 Density:0.262gpm/ft2 Coverage: 97.22ft2 511 29-0 Sprinkler 20.363 25.27 Density:0.260gpm/ft2 Coverage: 97.22ft2 522 29-0 Sprinkler 21.275 25.83 Density:0.266gpm/ft2 Coverage: 97.22ft2 523 29-0 Sprinkler 20.864 25.58 Density:0.263gpm/ft2 Coverage: 97.22ft2 538 29-0 Sprinkler 21.556 26.00 Density:0.200gpm/ft2 Coverage: 130.00ft2 539 29-0 Sprinkler 21.287 25.84 Density:0.246gpm/ft2 Coverage: 105.00ft2 555 29-0 Sprinkler 21.326 25.86 Density:0.406gpm/ft2 Coverage: 63.75fe 556 29-0 Sprinkler 21.131 25.74 Density:0.245gpm/ft2 Coverage: 105.00ft2 4 -5-0 70.958 5 -5-0 66.623 6 -5-0 64.392 8 -5-0 64.636 26 29-0 21.723 28 29-0 21.304 53 29-0 21.871 55 29-0 21.449 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.18. 3/28/2022 7:54:42AM Paqe 5 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET Date: 3/28/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 110 29-0 22.406 112 29-0 21.975 134 29-0 24.106 135 29-0 23.644 177 29-0 22.869 179 29-0 22.419 218 29-0 22.460 220 29-0 22.255 321 12-5 56.140 326 3-9'/2 60.273 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.18. 3/28/2022 7:54:42AM Paqe 6 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET Date: 3/28/2022 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) 538 29-0 5.6 26.00 1 (See Notes) 1-2'/2 120 21.556 ••••• Route 1••••• Sprinkler, PO(5-0) 5-0 0.211435 177 29-0 26.00 1.0490 6-2'/2 1.313 177 29-0 25.86 1'/2 (See Notes) 7-3 120 22.869 Flow (q) from Route 10 PO(11-3'/2) 11-3'/2 0.066723 134 29-0 51.86 1.7280 18-6'/2 1.237 134 29 0 127.61 + 76.78 2'/2 (See Notes) 82-10 120 24.106 Flow (q) from Route 2 and 6 2E(6-7'/2), 6fE(6-8'/2), fT(16-10 ), PO(18-8'/2) 89-1 0.144556 7.184 321 12-5 256.25 2.7050 171-11 24 849 321 12-5 4 (See Notes) 7-10 120 56.140 CV(18-6), Gauge 1 18-6 0.014955 3.739 326 3-9'/2 256.25 4.3100 26 4 0.394 326 3-9'/2 4 (See Notes) 8-0 140 60.273 E(16-8'/2) 16-8'/2 0.012461 3.811 6 -5-0 256.25 4.2200 24-8'/2 0.308 6 -5-0 4 (See Notes) 9-8'/2 120 64.392 EE(5-0%) 5-0'h 0.016574 8 -5-0 256.25 4.2200 14 9 0.244 8 5 0 4 (See Notes) 136-0 140 64.636 EE(6-8'/2), E(16-8'/2) 23-5 0.012461 5 -5-0 256.25 4.2200 159-5 1.987 5 -5-0 4 (See Notes) 2-0 120 66.623 BFP(-2.993) 0.016574 4 -5-0 256.25 4.2200 2 0 4.335 4 5 0 4 (See Notes) 18-9 140 70.958 S, T(33-5'/2) 33-5'/2 0.012461 1 -5-0 256.25 4.2200 52-2'/2 0.651 250.00 71.608 Hose Allowance At Source Total(Pt) Route 1 1 506.25 556 29-0 5.6 25.74 1 (See Notes) 0-5 120 21.131 ••••• Route 2••••• Sprinkler, PO(5-0) 5-0 0.207572 220 29-0 25.74 1.0490 5 5 1.124 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 2 - LEVEL 2 UPPER NET 3/28/2022 7:54:44AM Page 7 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET Date: 3/28/2022 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) 220 29-0 1'/2 9-0 120 22.255 0.018260 179 29-0 25.74 1,7280 9-0 0.164 179 29-0 25.84 1'/2 (See Notes) 7-3 120 22.419 Flow (q) from Route 3 PO(11-3'/2) 11-3'/2 0.066054 135 29-0 51.58 1.7280 18-6'/2 1.225 135 29-0 76.03 2'/2 11-7'/2 120 23.644 Flow (q) from Route 4 0.039802 0.000 134 29-0 127.61 2.7050 11-7 /2 0.462 24.106 Total(Pt) Route 2 539 29-0 5.6 25.84 1 (See Notes) 0-5 120 21.287 ••••• Route 3••••• Sprinkler, PO(5-0) 5-0 0.208995 179 29-0 25.84 1.0490 5 5 1.132 22.419 Total(Pt) Route 3 503 29-0 5.6 25.18 1 (See Notes) 0-5 120 20.224 ••••• Route 4••••• Sprinkler, PO(5-0) 5-0 0.199321 28 29-0 25.18 1.0490 5 5 1.080 28 29-0 1'/2 8-3'/2 120 21.304 0.017534 55 29-0 25.18 1.7280 8-3'h 0.145 55 29-0 25.27 1'/2 8-3'/2 120 21.449 Flow (q) from Route 5 0.063412 112 29-0 50.45 1.7280 8-3'h 0.526 112 29-0 25.58 1'/2 (See Notes) 1-0'/2 120 21.975 Flow (q) from Route 8 PO(11-3'h) 11-3'/2 0.135415 135 29-0 76.03 1.7280 12 4 1.669 23.644 Total(Pt) Route 4 511 29-0 5.6 25.27 1 (See Notes) 0-5 120 20.363 ..... Route 5 Sprinkler, PO(5-0) 5-0 0.200584 55 29-0 25.27 1.0490 5-5 1.086 21.449 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.18.0 2 - LEVEL 2 UPPER NET 3/28/2022 7:54:44AM Page 8 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET Date: 3/28/2022 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) 502 29-0 5.6 25.43 1 (See Notes) 0-5 120 20.624 ••••• Route 6••••• Sprinkler, PO(5-0) 5-0 0.202960 26 29-0 25.43 1.0490 5-5 1099 26 29-0 1'/2 8-3'/2 120 21.723 0.017855 53 29-0 25.43 1.7280 8-3'/2 0.148 53 29-0 25.52 1'/2 8-3'/2 120 21.871 Flow (q) from Route 7 0.064569 110 29-0 50.95 1.7280 8-3'/2 0.535 110 29-0 25.83 1'/2 (See Notes) 1-0'/2 120 22.406 Flow (q) from Route 9 PO(11-3'/2) 11-3'/2 0.137885 134 29-0 76.78 1.7280 12 4 1.700 24.106 Total(Pt) Route 6 510 29-0 5.6 25.52 1 (See Notes) 0-5 120 20.765 ••••• Route 7••••• Sprinkler, PO(5-0) 5-0 0.204244 53 29-0 25.52 1.0490 5 5 1.106 21.871 Total(Pt) Route 7 523 29-0 5.6 25.58 1 (See Notes) 0-5 120 20.864 ••••• Route 8••••• Sprinkler, PO(5-0) 5-0 0.205146 112 29-0 25.58 1.0490 5 5 1.111 21.975 Total(Pt) Route 8 522 29-0 5.6 25.83 1 (See Notes) 0-5 120 21.275 ..... Route 9 Sprinkler, PO(5-0) 5-0 0.208883 110 29-0 25.83 1.0490 5-5 1.131 22.406 Total(Pt) Route 9 555 29-0 5.6 25.86 1 (See Notes) 0-5 120 21.326 ••••• Route 10••••• Sprinkler, PO(5-0) 5-0 0.209350 218 29-0 25.86 1.0490 5 5 1.134 218 29-0 1'/2 (See Notes) 15-0 120 22.460 2E(3-7) 7-2 0.018417 177 29-0 25.86 1.7280 22 2 0.408 22.869 Total(Pt) Route 10 & © M.E.P.CAD, Inc. 1111 AutoSPRINK 2020 06.3.18.0 2 - LEVEL 2 UPPER NET 3/28/2022 7:54:44AM Page 9 Job Name: MAIN STREET COMMONS Remote Area Number: 2 - LEVEL 2 UPPER NET Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 3/28/2022 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 2020 06.3.18.0 2 - LEVEL 2 UPPER NET 3/28/2022 7:54:44AM Page 10