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FIR2024-0006+Calculations+1.26.2024_9.14.36_AM+4022054Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 Calculation Date: 1/22/2024 Design Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHEET RECEIVED Remote Area Location: FP1.2 (AREA 1) Jan 26 2024 Occupancy Classification: Light Hazard CITY OF EDMONDS DEVELOPMENT SERVICES Commodity Classification: ATTIC DEPARTMENT Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.100 gpm/ft2 1500.00 ft2 (Actual 743.24 ft2) 100.00 ft2 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: 320.10 @ 74.991 Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: 74.991 Right: 74.991 Allowance at Source (Safety Margin = 20.314) 154.53 gal P............................ + Ex Iron WASHINGTON STATE DEC 87, 2a CERTIFICATE OF COMPETENCY FIRE SPRINKLER SYSTEMS Byron Richard Moye ; 9419-0815-C Level ; Nort est Fire Systems, LLC ; N 8CR ; i 01 /26/2024 i 1 nature Date ............................i M M.E.P.CAD dlAutoSPRINK 2023 08.1.32.0 ATTIC/ WEST W 1/22/2024 1:52:35PM Page 1 ID L-1 30 L-1 300 L-1 305 L-1 310 L-1 315 L-1 32 L-1 320 L-1 325 L-1 330 L-1 335 L-1 340 L-1 345 L-1 350 L-1 355 L-1 36 L-1 360 L-1 365 L-1 370 L-1 375 L-1 380 L-1 385 L-1 395 L-1 4 L-140 L-1 410 L-1415 L-1420 L-1425 L-1440 L-1 445 L-1 455 L-1 460 L-1 465 L-1475 L-1 480 L-1490 L-1495 L-1 505 L--1 515 L-1 520 L-1 59M5 L-1 530 L-w I535 L-1 545 L-1 550 L-1 555 L-1 560 L-,1 565 L-1 570 L-1575 Static Static Demand Elevation Operating pressure (9pm� (ft) Head (ft) (ps�) 1.73 360 541.86 78.8 1.73 385 532.44 63.88 1.73 380 532.46 66,06 1.73 380 532.38 66.03 1.73 385 5139.43 63.88 1.73 335 541.86 89.63 1.73 380 532.33 66 1.73 400 532.18 57-27 1.73 375 532,36 68,18 1.73 385 532.18 63.77 1.73 375 532819 68-11 1.73 380 532.4 66.03 1.73 390 532.62 61,8 1.73 385 532.E 63.96 1.73 370 554.98 80.15 1.73 370 532.2 70.28 1.73 390 532.73 61.84 1.73 350 53208 79.21 1.73 365 532.21 72.45 1.73 390 532.81 61.88 1.73 390 532.65 61.81 1.73 380 533.44 66.49 1.73 242 559-02 137,36 1.73 390 555.92 71.89 2.12 340 507.45 72.56 2.12 370 507845 59.56 2.12 340 507.65 72,64 1.73 330 534.55 88063 2.12 300 507.04 89.71 2.12 295 507.03 91.87 2.12 290 506.97 94.01 2.12 290 506896 94.01 2.12 300 507.01 89.7 2.12 285 506-96 96.17 2.12 290 506.96 94.01 2.12 290 506,95 94.01 1.73 295 536.32 104.57 1.73 300 536.32 102.4 1.73 320 534,86 93,1 1.73 305 536011 100814 1.73 315 535885 958 1 1.73 375 536.78 70,1 1.73 380 537,07 68,06 1.73 410 539.22 55,99 1.73 400 539,21 60,32 1.73 400 539.21 60.32 1.73 400 539.2 60.32 1.73 330 539.33 90.7 1.73 320 537,98 94,45 1.73 360 537.93 7701 Fire -Flow Available Residual Demand Flow at pressure Target Hydrants* (psi) (Ci 1) m m 3000 3679 36,41 3000 3696 32.34 3000 3055 21.34 3000 3925 36-08 3000 3786 33.5 3000 3454 34.49 3000 4401 41.05 3000 4194 35.08 3000 3966 37.4 3000 3862 34.42 3000 5325 48.87 3000 4997 45.57 3000 3611 30.54 3000 4028 36.4 3000 3961 40-08 3000 4356 42.81 3000 3988 35-15 3000 6307 61.94 3000 5634 53.58 3000 3140 22.93 3000 3006 20.22 3000 2745 12.87 3000 2651 0.00 3000 3921 35.98 3000 3190 24.89 3000 1422 0.00 3000 3948 38,99 3000 2490 0.00 3000 4069 47,6 3000 3952 46.39 3000 4576 58,32 3000 4625 59,41 3000 4172 49.22 3000 3912 47.27 3000 3755 4325 3000 4338 54879 3000 1732 0.00 3000 2023 0.00 3000 2992 19081 3000 2413 0.00 3000 5836 70.85 3000 1292 0.00 3000 1211 0.00 3000 2481 8,46 3000 2001 0.00 3000 624 0.00 3000 1216 0.00 3000 5791 66,31 3000 6079 71.02 3000 4419 46m73 w_ PACE APPENDIX H H m 21 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHEET 100 90 80 70 60 N u 50 U) N 2 EL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 1 /22/2024 Static Pressure 95.700 320.10 @ 95.304 Water Supply Summary Sheet Node: 1 320.10 220.10 with Hose @ 74.991 Allowance at Source 3000.00 @ 70.850 System demand curve LL 1400 1750 2100 2450 2800 3150 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 3500 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:52:38PM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Light Hazard (ATTIC/ WEST WING(REF FIG 19B Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) SPRIN LER CUT SHEET Sprinkler 692 26.50 20.00 5.6 22.388 Sprinkler 693 26.20 20.00 5.6 21.890 Sprinkler 694 26.55 20.00 5.6 22.480 Sprinkler 695 26.84 20.00 5.6 22.975 Sprinkler 698 26.29 20.00 5.6 22.038 Sprinkler 699 1 25.99 20.00 1 5.6 1 21.547 ♦ Sprinkler 701 20.00 20.00 5.6 12.755 Sprinkler 702 20.03 20.00 5.6 12.792 Sprinkler 703 21.69 20.00 5.6 15.005 r* Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:52:40PM Page 3 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPR Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.304 320.10 74.991 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 74.991 220.10 692 10-9 Sprinkler 22.388 26.50 693 10-9 Sprinkler 21.890 26.20 694 10-9 Sprinkler 22.480 26.55 695 10-9 Sprinkler 22.975 26.84 698 10-8'/2 Sprinkler 22.038 26.29 699 10-8'/2 Sprinkler 21.547 25.99 701 14-3 Sprinkler 12.755 20.00 702 13-9'/2 Sprinkler 12.792 20.03 703 13-9'/2 Sprinkler 15.005 21.69 2 -5-0 74.980 3 -5-0 74.939 4 -5-0 71.501 270 3-5 Gauge 67.605 295 7-6'/z 65.329 307 9-5 25.624 312 9-4 25.128 313 9-4'/2 25.764 315 9-4'/2 28.256 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:52:42PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPR Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 316 9-4'/2 26.298 326 9-5 25.383 332 9-4 24.901 345 9-4 30.298 359 13-3'/2 14.715 361 13-3'/z 17.592 426 9-1'/z 61.708 558 9-0 63.971 766 7-6'/2 65.299 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:52:42PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHE Date: 1 /22/2024 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) 701 14-3 5.6 20.00 1 (See Notes) 2-0'/2 100 12.755 ••••• Route 1••••• Sprinkler, 6-5 0.418 359 13-3'/2 20.00 1.0490 0.182334 2E(1-5), T(3-7) 8-5'/2 1.542 359 13-3'/2 20.03 1 (See Notes) 0-9'/2 100 14.715 Flow (q) from Route 2 3-7 361 13-3'/2 40.03 1.0490 0.658201 T(3-7) 2.877 361 13-3'/2 21.69 1 (See Notes) 3-11 100 17.592 Flow (q) from Route 3 3-7 1.706 345 9-4 61.72 1.0490 1.466458 PO(3-7) 7 6 11.000 345 9-4 158.37 2 (See Notes) 59-3 100 30.298 Flow (q) from Route 4 8-91/2 0.099 426 9-1 1/2 220.10 2.1570 0.460386 PO(8-9'/2) 68 0 31.310 426 9-1'/2 3 (See 21-8 100 61.708 14-4'/2 0.043 Notes) 558 9-0 220.10 3.2600 0.061603 P0(14-4%) 36-01/z 2.220 558 9-0 4 (See 22-3 100 63.971 19-2 0.635 Notes) 766 7-61/2 220.10 4.2600 0.016740 3fE(6-4'/2) 41-4'/z 0.693 766 7-6'/2 6 (See 0-0 120 65.299 17-7 Notes) 295 7-61/2 220.10 6.3570 0.001701 E(17-7) 17 7 0.030 295 7-6'/2 4 (See 2-9'/z 100 65.329 18-8'/2 1.797 Notes) 270 3-5 220.10 4.3100 0.015815 DPV(-0.169), BV(11-11), BOR, Tr(6-9'/2) 21-6 /z 0.479 270 3-5 4 (See 8-5 120 67.605 13-11 3.643 Notes) 4 -5-0 220.10 4.3100 0.011287 E(13-11) 22 4 0.252 4 -5-0 4 (See 29-10 140 71.501 16-8'/2 Notes) 3 -5-0 220.10 4.2200 0.009405 BFP(-3.000), E(16-8'/2) 46-6 /z 3.438 3 5 0 g (See 93-7'/2 140 74.939 30-6'/2 Notes) 2 -5-0 220.10 8.3900 0.000331 E(30-6'/2) 124-1'/z 0.041 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 gG(REF FIG 19B SPRINk 1/22/2024 1:52:45PM Page 6 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHE Date: 1 /22/2024 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) 2 5-0 6 (See 8-0 140 74.980 Notes) 1 -5-0 220.10 6.2800 0.001357 Water Supply 8 0 0.011 100.00 74.991 Hose Allowance At Source Total(Pt) Route 1 1 320.10 702 13-9'h 5.6 20.03 1 (See 6-5'/2 100 12.792 ••••• Route 2••••• Sprinkler, 2-10 0.217 Notes) 359 13-3'/z 20.03 1.0490 0.182826 2E(1-5) 9 4 1.706 14.715 Total(Pt) Route 2 703 13-9'/� 5.6 21.69 1 (See 4-9 100 15.005 ••••• Route 3••••• Sprinkler, 6-5 0.219 Notes) 361 13-3'/2 21.69 1.0490 0.211899 2E(1-5), T(3-7) 11-2 2.368 17.592 Total(Pt) Route 3 699 10-8'/z 5.6 25.99 1 (See 2-10'/2 100 21.547 ..... Route 4 Sprinkler, 6-5 0.598 Notes) 332 9-4 25.99 1.0490 0.296134 2E(1-5), PO(3-7) 9-3'h 2.756 332 9-4 1'/2 (See 5-6'/2 100 24.901 2-3 -0.005 Notes) 312 9-4 25.99 1.6820 0.029709 E(2-3) 7-9'/2 0.231 312 9-4 26.20 1'/2 6-0 100 25.128 Flow (q) from Route 5 -0.011 313 9-4'/z 52.19 1.6820 0.107889 6-0 0.647 313 9-4'/2 26.55 1'/2 (See 3-9 100 25.764 Flow (q) from Route 8 7-0'/2 -0.007 Notes) 315 9-4'/2 78.75 1.6820 0.230882 PO(7-0'/2) 10-10 2.499 315 9-4'/2 79.63 2 8-1 100 28.256 Flow (q) from Route 6 0.014 345 9-4 158.37 2.1570 r70.250442 8-1 2.028 30.298 Total(Pt) Route 4 693 10-9 5.6 26.20 1 (See 2-4 100 21.890 ••••• Route 5••••• Sprinkler, 6-5 0.605 Notes) 312 9-4 26.20 1.0490 0.300495 2E(1-5), PO(3-7) 8 9 2.633 i& © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 gG(REF FIG 19B SPRINk 1/22/2024 1:52:45PM Page 7 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHE Date: 1 /22/2024 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) 25.128 I Total(Pt) Route 5 698 10-8'/2 5.6 26.29 1 (See 2-9'/2 100 22.038 ••••• Route 6••••• Sprinkler, 6-5 0.558 Notes) 326 9-5 26.29 1.0490 0.302378 2E(1-5), PO(3-7) 9-2'/� 2.786 326 9-5 1'/2 (See 5-6'/2 100 25.383 2-3 0.006 Notes) 307 9-5 26.29 1.6820 0.030336 E(2-3) 7-9 '/� 0.236 307 9-5 26.50 1'/2 6-0 100 25.624 Flow (q) from Route 7 0.013 316 9-4'/2 52.79 1.6820 0.110162 6-0 0.661 316 9 4'h 26.84 1'/2 (See 1-3 100 26.298 Flow (q) from Route 9 7-0'/2 0.003 Notes) 315 9-4'/2 79.63 1.6820 0.235692 PO(7-0'h) 8 3'/� 1.955 28.256 Total(Pt) Route 6 692 10-9 5.6 26.50 1 (See 2-3 100 22.388 ••••• Route 7••••• Sprinkler, 6-5 0.572 Notes) 307 9-5 26.50 1.0490 0.306818 2E(1-5), PO(3-7) 8-8 2.664 25.624 Total(Pt) Route 7 694 10-9 5.6 26.55 1 (See 2-4 100 22.480 ••••• Route 8••••• Sprinkler, 6-5 0.594 Notes) 313 9-4'/2 26.55 1.0490 0.307975 2E(1-5), PO(3-7) 8-9 2.690 25.764 Total(Pt) Route 8 695 10-9 5.6 26.84 1 (See 2-3'/2 100 22.975 ••••• Route 9••••• Sprinkler, 6-5 0.585 Notes) 316 9-4'/2 26.84 1.0490 0.314252 2E(1-5), PO(3-7) 8 8'/2 2.738 26.298 Total(Pt) Route 9 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 gG(REF FIG 19B SPRINk 1/22/2024 1:52:45PM Page 8 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING(REF FIG 19B SPRINKLER CUT SHE Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 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 & © M.E.P.CAD 1111 AutoSPRINK 2023 vl8.1.32.0 VG(REF FIG 19B SPRINI< 1/22/2024 1:52:45PM Page 9 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 Calculation Date: 1/22/2024 Design Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT SH Remote Area Location: FP1.2 (AREA 2) Occupancy Classification: Light Hazard Commodity Classification: ATTIC Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.100 gpm/ft2 1500.00 ft2 (Actual 811.63 ft2) 100.00 ftZ 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: 341.55 @ 68.930 Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Allowance at Source (Safety Margin = 26.324) 154.53 gal M M.E.P.CAD d1AutoSPRINK 2023 08.1.32.0 ATTIC/ WEST W 1/22/2024 1:53:04PM Page 1 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT SH Hydraulic Graph N 1.85 Date: 1 /22/2024 100 Static Pressure 95.700 Water Supply 341.55 @ 95.254 Summary Sheet 90 Node: 1 80 70 341.55 with Hose Allowance at Source 3000.00 @ 70.850 241.55 @ 68.930 60 N u 50 U) a� o` 40 System demand curve 30 20 10 0 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:53:06PM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Liqht Hazard (ATTIC/ WEST WING BB ( REF FIG 17 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) SPRINKLER CUT SHEET) Sprinkler 698 30.61 20.00 5.6 29.871 Sprinkler 703 28.84 20.00 5.6 26.514 b Sprinkler 707 24.00 24.00 8 9.000 Sprinkler 709 24.24 24.00 8 9.178 Sprinkler 713 25.10 24.00 8 9.843 Sprinkler 720 1 26.89 24.00 1 8 1 11.297 Sprinkler 721 28.01 24.00 8 12.262 Sprinkler 722 27.04 24.00 8 11.426 Sprinkler 727 26.83 24.00 8 11.249 r* Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:53:08PM Page 3 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 S Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.254 341.55 68.930 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 68.930 241.55 698 10-8'/2 Sprinkler 29.871 30.61 703 13-9'/2 Sprinkler 26.514 28.84 707 15-0'/2 Sprinkler 9.000 24.00 709 15-0'/2 Sprinkler 9.178 24.24 713 15-0'/2 Sprinkler 9.843 25.10 720 15-0'/2 Sprinkler 11.297 26.89 721 15-0'/z Sprinkler 12.262 28.01 722 15-0'/2 Sprinkler 11.426 27.04 727 15-0'/2 Sprinkler 11.249 26.83 2 -5-0 68.917 3 -5-0 68.868 4 -5-0 65.348 270 3-5 Gauge 61.405 295 7-6'/z 59.039 315 9-4'/2 35.029 326 9-5 34.120 345 9-4 35.140 353 14-7 10.238 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:53:10PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 S Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 357 14-6'/2 10.458 364 14-6 11.218 385 14-5'/2 12.852 386 9-2'/2 36.622 387 14-5'/2 16.317 399 14-5 13.945 400 14-5 13.044 418 14-4'/2 12.866 426 9-1'/2 54.866 558 9-0 57.546 766 7-6'/2 59.004 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:53:10PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT S Date: 1 /22/2024 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) 707 15-0'/z 8 24.00 1 (See 0-5'/2 100 9.000 • • • • • Route 1 Sprinkler, 3-7 0.206 Notes) 353 14-7 24.00 1.0490 0.255477 PO(3-7) 4 01/2 1.032 353 14-7 1'/2 8-0 100 10.238 0.014 357 14-6'/2 24.00 1.6820 0.025630 8-0 0.205 357 14-6'/2 24.24 1'/2 8-0 100 10.458 Flow (q) from Route 2 0.014 364 14-6 48.24 1.6820 0.093239 8-0 0.746 364 14-6 25.10 1'/2 8-0 100 11.218 Flow (q) from Route 3 0.014 385 14-5'/2 73.33 1.6820 0.202391 8-0 1.619 385 14-5'/2 26.89 1'/2 (See 4-0 100 12.852 Flow (q) from Route 5 5-7 0.007 Notes) 387 14-5'/2 100.22 1.6820 0.360716 T(5-7) 9 7 3.459 387 14-5'/2 81.89 1'/2 (See 7-3 100 16.317 Flow (q) from Route 4 9-31/2 2.278 Notes) 386 9-2 /2 182.11 1.6820 1.088909 E(2-3), PO(7-0'/2) 16-61/2 18.027 386 9-21/2 59.44 2 (See 24-6 100 36.622 Flow (q) from Route 8 8-91/2 0.036 Notes) 426 9-11/2 241.55 2.1570 0.546845 PO(8-91/2) 33-3 1/z 18.207 426 9-11/2 3 (See 21-8 100 54.866 14-41/2 0.043 Notes) 558 9-0 241.55 3.2600 0.073172 PO(14-4'/2) 36-01/z 2.637 558 9 0 4 (See 22-3 100 57.546 19-2 0.635 Notes) 766 7-61/2 241.55 4.2600 0.019883 3fE(6-4'/2) 41-4'/2 0.823 766 7-61/2 6 (See 0-0 120 59.004 17-7 Notes) 295 7-61/2 241.55 6.3570 0.002020 E(17-7) 17 7 0.036 295 7-61/2 4 (See 2-91/2 100 59.039 18-8'/2 1.797 Notes) 270 3-5 241.55 4.3100 0.018785 DPV(-0.201), BV(11-11), BOR, 21-6 /2 0.569 Tr(6-9'/2) & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 VG BB ( REF FIG 17 SPF 1/22/2024 1:53:13PM Page 6 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT S Date: 1 /22/2024 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) 270 3-5 4 (See Notes) 8-5 120 61.405 E(13-11) 13-11 0.013407 3.643 4 -5-0 241.55 4.3100 22 4 0.300 4 -5-0 4 (See Notes) 29-10 140 65.348 BFP(-3.000), E(16-8'/2) 16-8'/2 0.011171 3 -5-0 241.55 4.2200 46-6'/2 3.520 3 5-0 8 (See Notes) 93-7'/2 140 68.868 E(30-6'/z) 30-6'/2 0.000393 2 -5-0 241.55 8.3900 124-1'/2 0.049 2 -5-0 6 (See Notes) 8-0 140 68.917 Water Supply 0.001612 1 -5-0 241.55 6.2800 8-0 0.013 100.00 68.930 Hose Allowance At Source Total(Pt) Route 1 1 341.55 709 15-0'/2 8 24.24 1 (See Notes) 0-6 100 9.178 ••••• Route 2••••• Sprinkler, PO(3-7) 3-7 0.260139 0.220 357 14-6'/z 24.24 1.0490 4 1 1.060 10.458 Total(Pt) Route 2 713 15-0'/� 8 25.10 1 (See Notes) 0-6'/2 100 9.843 ••••• Route 3••••• Sprinkler, PO(3-7) 3-7 0.277545 0.235 364 14-6 25.10 1.0490 4-1'/z 1.140 11.218 Total(Pt) Route 3 727 15-0'/z 8 26.83 1 (See Notes) 0-8 100 11.249 ..... Route 4 Sprinkler, PO(3-7) 3-7 0.314015 0.289 418 14-4'/z 26.83 1.0490 4 3 1.329 418 14-4'/z 1'/2 6-0 100 12.866 0.031503 -0.011 400 14-5 26.83 1.6820 6-0 0.189 400 14-5 27.04 1'/z 8-0 100 13.044 Flow (q) from Route 6 0.114396 -0.014 399 14-5 53.87 1.6820 8-0 0.915 ALAI © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 VG BB ( REF FIG 17 SPF 1/22/2024 1:53:13PM Page 7 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT S Date: 1 /22/2024 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) 399 14-5 28.01 1'/2 (See 4-0 100 13.945 Flow (q) from Route 7 5-7 -0.007 Notes) 387 14-5'/2 81.89 1.6820 0.248210 T(5-7) 9-7 2.380 16.317 Total(Pt) Route 4 720 15-0'/2 8 26.89 1 (See 0-7 100 11.297 ••••• Route 5••••• Sprinkler, 3-7 0.249 Notes) 385 14-5'/2 26.89 1.0490 0.315270 PO(3-7) 41'/2 1.305 12.852 Total(Pt) Route 5 722 15-0'/� 8 27.04 1 (See 0-7'/2 100 11.426 ••••• Route 6••••• Sprinkler, 3-7 0.278 Notes) 400 14-5 27.04 1.0490 0.318596 PO(3-7) 4-2'/2 1.340 13.044 Total(Pt) Route 6 721 15-0'/z 8 28.01 1 (See 0-7'/2 100 12.262 ..... Route 7 Sprinkler, 3-7 0.263 Notes) 399 14-5 28.01 1.0490 0.340099 PO(3-7) 4 2 1.419 13.945 Total(Pt) Route 7 703 13-9'/2 5.6 28.84 1 (See 8-8'/2 100 26.514 ••••• Route 8••••• Sprinkler, 10-0 1.925 Notes) 345 9-4 28.84 1.0490 0.358779 2E(1-5), T(3-7), PO(3-7) 18 8 6.701 345 9-4 30.61 2 34-8'/2 100 35.140 Flow (q) from Route 9 0.063 386 9-2'/2 59.44 2.1570 0.040866 34-8 /2 1.419 36.622 Total(Pt) Route 8 698 10-8'/2 5.6 30.61 1 (See 2-9% 100 29.871 ••••• Route 9••••• Sprinkler, 6-5 0.558 Notes) 326 9-5 30.61 1.0490 0.400608 2E(1-5), PO(3-7) 9-2'/2 3.691 326 9-5 1'/2 (See 12-9 100 34.120 9-3'/2 0.022 Notes) 315 9-4/2 30.61 1.6820 0.040191 E(2-3), PO(7-0'/2) 22-1 0.887 315 9-4'/2 2 8-1 100 35.029 0.014 345 9-4 30.61 2.1570 0.011969 8-1 0.097 35.140 Total(Pt) Route 9 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 VG BB ( REF FIG 17 SPF 1/22/2024 1:53:13PM Page 8 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING BB ( REF FIG 17 SPRINKLER CUT S Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 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 & © M.E.P.CAD 1111 AutoSPRINK 2023 vl8.1.32.0 VG BB ( REF FIG 17 SPF 1/22/2024 1:53:13PM Page 9 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 Calculation Date: 1/22/2024 Design Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHEET) Remote Area Location: FP1.2 (AREA 3) Occupancy Classification: Light Hazard Commodity Classification: ATTIC Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.100 gpm/ft2 1500.00 ft2 (Actual 768.16 ft2) 100.00 ft2 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: 285.33 @ 63.840 Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Allowance at Source (Safety Margin = 31.540) 154.53 gal P............................ Ex Iros WASHINGTON STATE DEC 37, 24 CERTIFICATE OF COMPETENCY FIRE SPRINKLER SYSTEMS Byron Richard Moye ; 9419-0815-C Level Nort est Fire Systems, LLC ; � F 8CR ; i 01 /26/2024 i 1 nature Data ............................i �© M.E.P.CAD diAutoSPRINK 2023 08.1.32.0 ATTIC/ WEST W 1/22/2024 1:53:35PM Pagel Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHEET) 100 90 80 70 60 N a 50 U) m N EL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 1 /22/2024 Static Pressure 95.700 285.33 @ 95.380 Water Supply Summary Sheet Node: 1 285.33 with Hose Allowance at 185.33 @ 63.840 Source 3000.00 @ 70.850 System demand curve LL 1400 1750 2100 2450 2800 3150 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 3500 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:53:37PM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Liqht Hazard (ATTIC/ WEST WING (REF FIG 19B Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) SPRINKLER CUT SHEET) Sprinkler 688 20.51 20.00 5.6 13.419 Sprinkler 689 21.01 20.00 5.6 14.075 Sprinkler 690 20.83 20.00 5.6 13.833 Sprinkler 691 20.34 20.00 5.6 13.191 Sprinkler 696 20.29 20.00 5.6 13.127 Sprinkler 697 1 20.11 20.00 1 5.6 1 12.893 Sprinkler 1088 22.24 20.00 5.6 15.775 Sprinkler 1089 20.00 20.00 5.6 12.758 r-> Sprinkler 1090 20.00 20.00 5.6 12.755 ♦ Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:53:39PM Page 3 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPR Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.380 285.33 63.840 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 63.840 185.33 688 9-7'/2 Sprinkler 13.419 20.51 689 9-7'/2 Sprinkler 14.075 21.01 690 9-7'/z Sprinkler 13.833 20.83 691 9-7'/2 Sprinkler 13.191 20.34 696 10-5'/2 Sprinkler 13.127 20.29 697 10-5'/2 Sprinkler 12.893 20.11 1088 13-8'/z Sprinkler 15.775 22.24 1089 14-1 Sprinkler 12.758 20.00 1090 14-1'/2 Sprinkler 12.755 20.00 2 -5-0 63.832 3 -5-0 63.802 4 -5-0 60.165 270 3-5 Gauge 56.338 288 9-2 15.511 289 9-2 15.958 290 9-2 17.367 291 9-2 15.689 292 9-2 15.247 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:53:42PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPR Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 295 7-6'/2 54.193 319 9-2 15.403 320 9-2 15.141 351 13-0 17.868 367 12-11'/z 17.899 368 13-7 14.871 397 9-0'/z 20.891 455 9-5 48.473 558 9-0 53.032 766 7-6'/2 54.171 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:53:42PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHE Date: 1 /22/2024 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) 1090 14-1'/2 5.6 20.00 1 (See Notes) 3-11'/2 100 12.755 • • • • • Route 1 Sprinkler, 6-5 0.225 368 13-7 20.00 1.0490 0.182334 2E(1-5), T(3-7) 10-4'/2 1.891 368 13-7 20.00 1 (See Notes) 0-7'/2 100 14.871 Flow (q) from Route 2 3-7 0.272 367 12-11'/2 40.00 1.0490 0.657391 PO(3-7) 2.756 367 12-11'h 22.24 2 (See Notes) 11-1'/2 100 17.899 Flow (q) from Route 9 18-0 1.698 397 9-0'h 62.24 2.1570 0.044501 2fT(7-5'/2), fE(3-1) 29-1 1.295 397 9-0'/2 123.09 2 (See Notes) 52-11'/2 100 20.891 Flow (q) from Route 3 29-10 -0.147 455 9-5 185.33 2.1570 0.334962 2fT(7-5'/2), 2fE(3-1), PO(8-9'/2) 82-9/2 27.729 455 9-5 3 (See 83-8 100 48.473 14-4'/2 0.165 Notes) 558 9-0 185.33 3.2600 0.044820 PO(14-4'%) 98-0'/2 4.394 558 9-0 4 (See 22-3 100 53.032 19-2 0.635 Notes) 766 7-6'/2 185.33 4.2600 0.012179 3fE(6-4'/2) 41-4'/2 0.504 766 7-6'/2 6 (See 0-0 120 54.171 17-7 Notes) 295 7-6'h 185.33 6.3570 0.001237 E(17-7) 17 7 0.022 295 7-6'/2 4 (See 2-9'/2 100 54.193 18-8'/2 1.797 Notes) 270 3-5 185.33 4.3100 0.011506 DPV(-0.123), BV(11-11), BOR, Tr(6-9'/2) 21-6 /2 0.348 270 3 5 4 (See 8-5 120 56.338 13-11 3.643 Notes) 4 -5-0 185.33 4.3100 0.008212 E(13-11) 22 4 0.183 4 -5-0 4 (See 29-10 140 60.165 16-8'/2 Notes) 3 -5-0 185.33 4.2200 0.006843 BFP(-3.318), E(16-8'/2) 46-6 /2 3.637 3 -5-0 8 (See 93-7'/2 140 63.802 30-6'/2 Notes) 2 -5-0 185.33 8.3900 0.000241 E(30-6'/2) 124-1'h 0.030 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 IG (REF FIG 19B SPRM 1/22/2024 1:53:44PM Page 6 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHE Date: 1 /22/2024 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) 2 5-0 6 (See Notes) 8-0 140 63.832 Water Supply 0.000987 1 -5-0 185.33 6.2800 8 0 0.008 100.00 63.840 Hose Allowance At Source Total(Pt) Route 1 1 285.33 1089 14-1 5.6 20.00 1 (See Notes) 4-0 100 12.758 ••••• Route 2••••• Sprinkler, 2E(1-5), T(3-7) 6-5 0.182377 0.217 368 13-7 20.00 1.0490 10-5 1.896 14.871 Total(Pt) Route 2 697 10-5'/z 5.6 20.11 1 (See Notes) 2-9 100 12.893 ••••• Route 3••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 0.184160 0.560 320 9-2 20.11 1.0490 9.2 1.688 320 9-2 1'/2 (See Notes) 3-6 100 15.141 E(2-3) 2-3 0.018476 0.001 292 9-2 20.11 1.6820 5-8'/z 0.106 292 9-2 20.34 1'/2 6-6'/z 100 15.247 Flow (q) from Route 5 0.067314 291 9-2 40.45 1.6820 6-6'/z 0.441 291 9 2 20.83 11 (See Notes) 4-6 100 15.689 Flow (q) from Route 7 PO(7-0'/z) 7-01/z 0.145157 290 9-2 61.27 1.6820 11-6'/z 1.678 290 9 2 61.81 2 (See Notes) 18-8 100 17.367 Flow (q) from Route 4 Tr(3-6) 3-6 0.157103 0.039 397 9-0'/2 123.09 2.1570 22 2 3.485 20.891 Total(Pt) Route 3 696 10-5'/z 5.6 20.29 1 (See Notes) 2-9 100 13.127 ..... Route 4 Sprinkler, 2E(1-5), PO(3-7) 6-5 0.187246 0.560 319 9-2 20.29 1.0490 9.2 1.716 319 9-2 1'/z (See Notes) 3-6 100 15.403 E(2-3) 2.3 0.018785 288 9-2 20.29 1.6820 5-9 0.108 ALAI © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 IG (REF FIG 19B SPRM 1/22/2024 1:53:44PM Page 7 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHE Date: 1 /22/2024 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) 288 9-2 20.51 1'/2 6-6'/z 100 15.511 Flow (q) from Route 6 0.068416 289 9-2 40.80 1.6820 6-6'/z 0.447 289 9-2 21.01 1'/2 (See 2-6 100 15.958 Flow (q) from Route 8 7-01/2 Notes) 290 9-2 61.81 1.6820 0.147524 PO(7-0'/z) 9 61/2 1.410 17.367 Total(Pt) Route 4 691 9-7'h 5.6 20.34 1 (See 3-5 100 13.191 ••••• Route 5••••• Sprinkler, 6-5 0.206 Notes) 292 9-2 20.34 1.0490 0.188092 2E(1-5), PO(3-7) 9-10 1.850 15.247 Total(Pt) Route 5 688 9-7'/z 5.6 20.51 1 (See 3-5'/z 100 13.419 ••••• Route 6••••• Sprinkler, 6-5 0.206 Notes) 288 9-2 20.51 1.0490 0.191100 2E(1-5), PO(3-7) g-10'h 1.885 15.511 Total(Pt) Route 6 690 9-7'/z 5.6 20.83 1 (See 1-11'/2 100 13.833 ..... Route 7 Sprinkler, 6-5 0.206 Notes) 291 9-2 20.83 1.0490 0.196541 2E(1-5), PO(3-7) 8-4'/z 1.650 15.689 Total(Pt) Route 7 689 9-7'/z 5.6 21.01 1 (See 1-11'/2 100 14.075 ••••• Route 8••••• Sprinkler, 6-5 0.206 Notes) 289 9-2 21.01 1.0490 0.199720 2E(1-5), PO(3-7) 8 4/2 1.676 15.958 Total(Pt) Route 8 1088 13-8'/z 5.6 22.24 1 (See 1-7'/2 100 15.775 ••••• Route 9••••• Sprinkler, 6-5 0.308 Notes) 351 13-0 22.24 1.0490 0.221933 2E(1-5), PO(3-7) 8-0'/z 1.785 351 13-0 2 3-5'/2 100 17.868 0.007 367 12-11'/2 22.24 2.1570 0.006631 3-5'/z 0.023 17.899 Total(Pt) Route 9 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 IG (REF FIG 19B SPRM 1/22/2024 1:53:44PM Page 8 Job Name: TRIKE STOP Remote Area Number: ATTIC/ WEST WING (REF FIG 19B SPRINKLER CUT SHE Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 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 & © M.E.P.CAD 1111 AutoSPRINK 2023 vl8.1.32.0 IG (REF FIG 19B SPRINI< 1/22/2024 1:53:44PM Page 9 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 Calculation Date: 1/22/2024 Design Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT SH Remote Area Location: FP1.2 (AREA 4) Occupancy Classification: Light Hazard Commodity Classification: ATTIC Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.100 gpm/ft2 1500.00 ft2 (Actual 529.59 ft2) 100.00 ft2 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: 319.75 @ 78.309 Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Allowance at Source (Safety Margin = 16.996) 154.53 gal M M.E.P.CAD d1AutoSPRINK 2023 08.1.32.0 ATTIC/ EAST WI 1/22/2024 1:54:02PM Page 1 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT SH Hydraulic Graph N 1.85 Date: 1 /22/2024 100 Static Pressure 95.700 Water Supply 319.75 @ 95.305 Summary Sheet 90 Node: 1 80 319.75 with Hose Allowance at Source 219.75 @ 78.309 70 3000.00 @ 70.850 60 N u 50 U) w EL System demand curve 40 30 20 10 0 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:54:04PM Paqe 2 1111Summary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Light Hazard (ATTIC/ EAST WING BB ( REF FIG 17 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) SPRINKLER CUT SHEET) Sprinkler 688 23.41 20.00 5.6 17.473 Sprinkler 689 23.72 20.00 5.6 17.941 Sprinkler 690 23.62 20.00 5.6 17.787 Sprinkler 691 23.31 20.00 5.6 17.328 Sprinkler 1088 22.24 20.00 5.6 15.775 Sprinkler 1089 1 20.00 20.00 1 5.6 1 12.758 ♦ Sprinkler 1090 20.00 20.00 5.6 12.755 Sprinkler 1091 31.33 24.00 8 15.341 Sprinkler 1092 32.11 24.00 8 16.110 r* Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:54:06PM Page 3 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 S Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.305 319.75 78.309 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 78.309 219.75 688 9-7'/2 Sprinkler 17.473 23.41 689 9-7'/2 Sprinkler 17.941 23.72 690 9-7'/z Sprinkler 17.787 23.62 691 9-7'/2 Sprinkler 17.328 23.31 1088 13-8'/2 Sprinkler 15.775 22.24 1089 14-1 Sprinkler 12.758 20.00 1090 14-1'/z Sprinkler 12.755 20.00 1091 14-4'/2 Sprinkler 15.341 31.33 1092 14-4'/2 Sprinkler 16.110 32.11 2 -5-0 78.298 3 -5-0 78.257 4 -5-0 74.821 270 3-5 Gauge 70.926 288 9-2 20.086 289 9-2 20.246 290 9-2 21.099 291 9-2 20.074 292 9-2 19.915 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:54:09PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 S Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 295 7-6'/2 68.651 351 13-0 17.868 367 12-11'/2 17.899 368 13-7 14.871 394 12-11'/2 18.038 397 9-0'/2 23.257 403 12-11'/2 19.050 404 12-11'/2 18.903 455 9-5 61.109 558 9-0 67.295 766 7-6'/2 68.621 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:54:09PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT S Date: 1 /22/2024 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) 1090 14-1'/2 5.6 20.00 1 (See 3-11'/2 100 12.755 • • • • • Route 1 Sprinkler, 6-5 0.225 Notes) 368 13-7 20.00 1.0490 0.182334 2E(1-5), T(3-7) 10-4'/2 1.891 368 13-7 20.00 1 (See 0-7'/2 100 14.871 Flow (q) from Route 2 3-7 0.272 Notes) 367 12-11'/2 40.00 1.0490 0.657391 PO(3-7) 2.756 367 12-11'/2 22.24 2 3-0'/2 100 17.899 Flow (q) from Route 3 0.005 394 12-11'/2 62.24 2.1570 0.044501 3-0'/z 0.135 394 12-11'/2 31.33 2 (See 3-2 100 18.038 Flow (q) from Route 8 7-5'/2 0.006 Notes) 403 12-11'/2 93.58 2.1570 0.094615 fT(7-5'/2) 10-7'/2 1.007 403 1211'/2 32.11 2 (See 4-11 100 19.050 Flow (q) from Route 9 10-6'/2 1.687 Notes) 397 9-0 /2 125.69 2.1570 0.163299 fE(3-1), f-F(7-5'/2) 15-5 2.519 397 9-0'/2 94.06 2 (See 52-11'/2 100 23.257 Flow (q) from Route 4 29-10 -0.147 Notes) 455 9-5 219.75 2.1570 0.459028 2f-F(7-5'/2), 2fE(3-1), PO(8-9'/2) 82-9'/2 37 999 455 9 5 3 (See 83-8 100 61.109 14-4'/2 0.165 Notes) 558 9-0 219.75 3.2600 0.061421 PO(14-4'/2) 98-0'/2 6.021 558 9-0 4 (See 22-3 100 67.295 19-2 0.635 Notes) 766 7-6'h 219.75 4.2600 0.016690 3fE(6-4'/2) 41-4'/2 0.691 766 7-6'/2 6 (See 0-0 120 68.621 17-7 Notes) 295 7-6'h 219.75 6.3570 0.001696 E(17-7) 17 7 0.030 295 7-6'/2 4 (See 2-9'/2 100 68.651 18-8'/2 1.797 Notes) 270 3-5 219.75 4.3100 0.015768 DPV(-0.169), BV(11-11), BOR, 21-6 /2 0.477 Tr(6-9'/2) 270 3-5 4 (See 8-5 120 70.926 13-11 3.643 Notes) 4 -5-0 219.75 4.3100 0.011254 E(13-11) 22 4 0.251 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 JG BB ( REF FIG 17 SPF 1/22/2024 1:54:11 PM Page 6 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT S Date: 1 /22/2024 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) 4 5-0 4 (See Notes) 29-10 140 74.821 BFP(-3.000), E(16-8'/2) 16-8'/2 0.009377 3 -5-0 219.75 4.2200 46-6'/2 3.437 3 -5-0 8 (See Notes) 93-7'/2 140 78.257 E(30-6'/z) 30-6'/2 0.000330 2 -5-0 219.75 8.3900 124-1'h 0.041 2 5-0 6 (See Notes) 8-0 140 78.298 Water Supply 0.001353 1 -5-0 219.75 6.2800 8 0 0.011 100.00 78.309 Hose Allowance At Source Total(Pt) Route 1 1 319.75 1089 14-1 5.6 20.00 1 (See Notes) 4-0 100 12.758 ••••• Route 2••••• Sprinkler, 2E(1-5), T(3-7) 6-5 0.182377 0.217 368 13-7 20.00 1.0490 10-5 1.896 14.871 Total(Pt) Route 2 1088 13-8'/� 5.6 22.24 1 (See Notes) 1-7'/z 100 15.775 ••••• Route 3••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 0.221933 0.308 351 13-0 22.24 1.0490 8-0'/z 1.785 351 13-0 2 3-5'/z 100 17.868 0.006631 0.007 367 12-11'/2 22.24 2.1570 3-5'/z 0.023 17.899 Total(Pt) Route 3 691 9-7'/2 5.6 23.31 1 (See Notes) 3-5 100 17.328 ..... Route 4 Sprinkler, 2E(1-5), PO(3-7) 6-5 0.242075 0.206 292 9-2 23.31 1.0490 9-10 2.381 292 9-2 1 /2 6-6'/z 100 19.915 0.024286 291 9-2 23.31 1.6820 6-6'/z 0.159 291 9-2 23.62 1'/z (See Notes) 4-6 100 20.074 Flow (q) from Route 6 PO(7-0'/2) 7-0'/2 0.088619 290 9-2 46.93 1.6820 11-6 /z 1.025 ALAI © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 JG BB ( REF FIG 17 SPF 1/22/2024 1:54:11 PM Page 7 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT S Date: 1 /22/2024 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) 290 9-2 47.13 2 (See Notes) 18-8 100 21.099 Flow (q) from Route 5 Tr(3-6) 3-6 0.095513 0.039 397 9-0'h 94.06 2.1570 22 2 2.119 23.257 Total(Pt) Route 4 688 9-7'h 5.6 23.41 1 (See Notes) 3-5'/2 100 17.473 ••••• Route 5••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 0.243949 0.206 288 9-2 23.41 1.0490 9-10'/z 2.407 288 9-2 1'/2 6-6'/2 100 20.086 0.024474 289 9-2 23.41 1.6820 6-6'/� 0.160 289 9-2 23.72 1'/2 (See Notes) 2-6 100 20.246 Flow (q) from Route 7 PO(7-0'h) 7-0,/2 0.089317 290 9-2 47.13 1.6820 9-6'/� 0.853 21.099 Total(Pt) Route 5 690 9-7'/z 5.6 23.62 1 (See Notes) 1-11'/z 100 17.787 ••••• Route 6••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 0.247998 0.206 291 9-2 23.62 1.0490 8-4'/z 2.082 20.074 Total(Pt) Route 6 689 9-7'/2 5.6 23.72 1 (See Notes) 1-11'/z 100 17.941 ••••• Route 7••••• Sprinkler, 2E(1-5) PO(3-7) 6-5 0.249989 0.206 289 9-2 23.72 1.0490 8-4'/z 2.098 20.246 Total(Pt) Route 7 1091 14-4'/2 8 31.33 1 (See Notes) 1-5 100 15.341 •••••Route8••••• Sprinkler, PO(3-7) 3-7 0.418398 0.613 394 12-11'/2 31.33 1.0490 5 0 2.084 18.038 Total(Pt) Route 8 1092 14-4'/z 8 32.11 1 (See Notes) 1-5 100 16.110 ••••• Route 9••••• Sprinkler, PO(3-7) 3-7 0.437775 0.613 404 12-11'/2 32.11 1.0490 5 0 2.180 404 12-11'/2 2 (See Notes) 3-4 100 18.903 f-F(7-5'/2) 7-5'/z 0.013079 0.006 403 12-11'/2 32.11 2.1570 10-9'/z 0.141 19.050 Total(Pt) Route 9 & © M.E.P.CAD ffi AutoSPRINK 2023 v18.1.32.0 JG BB ( REF FIG 17 SPF 1/22/2024 1:54:11 PM Page 8 Job Name: TRIKE STOP Remote Area Number: ATTIC/ EAST WING BB ( REF FIG 17 SPRINKLER CUT S Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 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 & © M.E.P.CAD 1111 AutoSPRINK 2023 vl8.1.32.0 JG BB ( REF FIG 17 SPF 1/22/2024 1:54:11 PM Page 9 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 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: ATTIC/ HIP (REF FIG. 19B SPRINKLER CUT SHEET) FP1.2 (AREA 5) Light Hazard ATTIC 0.100 gpm/ft2 1500.00 ft2 (Actual 637.60 ft2) 100.00 ft2 Upright 8 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: 289.93 @ 48.967 Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/22/2024 Allowance at Source (Safety Margin = 46.404) 154.53 gal ■............................� Ex Iron WASHINGTON STATE DECP'I, 24 CERTIFICATE OF COMPETENCY FIRE SPRINKLER SYSTEMS Byron Richard Moye ; 9419-0815-C Level ; Nort Fire Systems, LLC ; est N 8CR ; i 01/26/2024 i I nature Date &............................i M M.E.P.CAD d1AutoSPRINK 2023 08.1.32.0 ATTIC/ HIP (REF 1/22/2024 1:54:36PM Page 1 Hydraulic Graph Job Name: TRIKE STOP N 1.85 Remote Area Number: ATTIC/ HIP (REF FIG. 19B SPRINKLER CUT SHEET) Date: 1 /22/2024 100 Static Pressure 95.700 Water Supply 289.93 @ 95.370 Summary Sheet 90 Node: 1 80 70 3000.00 @ 70.850 60 N u ,289.93 with Hose Allowance at Source 50 189.93 @ 48.967 EL` 40 ISystem 30 demand curve 20 10 0 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSI:4416.13 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:54:38PM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Light Hazard (ATTIC/ HIP (REF FIG.19B SPRINKLER Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) CUT SHEET) Sprinkler 739 28.43 20.00 5.6 25.776 Sprinkler 820 29.62 20.00 5.6 27.978 Sprinkler 831 26.29 20.00 5.6 22.033 Sprinkler 842 22.16 20.00 5.6 15.653 Sprinkler 843 20.22 20.00 5.6 13.041 ♦ Sprinkler 847 1 20.00 20.00 1 5.6 1 12.755 Sprinkler 852 21.30 20.00 5.6 14.462 Sprinkler 853 21.92 20.00 5.6 15.319 ♦ Most Demanding Sprinkler Data [M © M.E.P.CAD AutoSPRINK 2023 08.1.32.0 1/22/2024 1:54:39PM Page 3 Job Name: TRIKE STOP Remote Area Number: ATTIC/ HIP (REF FIG. 19B SPRINKLER Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.370 289.93 48.967 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 48.967 189.93 739 14-6 Sprinkler 25.776 28.43 820 10-7'/2 Sprinkler 27.978 29.62 831 10-7'/2 Sprinkler 22.033 26.29 842 12-4 Sprinkler 15.653 22.16 843 12-3'/2 Sprinkler 13.041 20.22 847 12-11'/2 Sprinkler 12.755 20.00 852 9-11'/2 Sprinkler 14.462 21.30 853 9-11'/z Sprinkler 15.319 21.92 2 -5-0 48.958 3 -5-0 48.927 4 -5-0 45.373 270 3-5 Gauge 41.538 295 7-6'/2 39.376 458 9-6'/z 31.838 470 9-6'/2 32.165 479 9-6 32.441 498 9-6 25.240 523 9-6 19.446 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:54:42PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: ATTIC/ HIP (REF FIG. 19B SPRINKLER Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 533 9-7 16.097 558 9-0 38.190 568 9-7 16.220 569 9-6'/2 16.587 570 9-6'/2 17.190 766 7-6'/2 39.353 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:54:42PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: ATTIC/ HIP (REF FIG.19B SPRINKLER CUT SHEET) Date: 1 /22/2024 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) 847 12-11'/2 5.6 20.00 1 (See 6-6 100 12.755 ..... Route 1 Sprinkler, 6-5 1.473 Notes) 569 9-6'h 20.00 1.0490 0.182334 2E(1-5), PO(3-7) 12-11 2.359 569 9-6'/2 41.52 1'/2 4-1 100 16.587 Flow (q) from Route 2 0.008 570 9-6'h 61.52 1.6820 0.146229 4-1 0.595 570 9 6'/2 21.92 1'/2 (See 6-6 100 17.190 Flow (q) from Route 4 2-3 0.012 Notes) 523 9-6 83.44 1.6820 0.256969 E(2-3) 8 9 2.244 523 9-6 22.16 1'/2 (See 12-0 100 19.446 Flow (q) from Route 5 2-7 0.000 Notes) 498 9-6 105.59 1.6820 0.397273 Tr(2-7) 14 7 5.794 498 9-6 26.29 1'/2 (See 4-6 100 25.240 Flow (q) from Route 6 7-0'/2 -0.007 Notes) 470 9-6'/2 131.88 1.6820 0.599361 PO(7-0'/2) 11 7 6.932 470 9-6'/2 29.62 3 7-6'/2 100 32.165 Flow (q) from Route 8 0.014 479 9-6 161.50 3.2600 0.034745 7-6'/2 0.262 479 9-6 28.43 3 (See 103-10 100 32.441 Flow (q) from Route 7 14-4'/2 0.206 Notes) 558 9-0 189.93 3.2600 0.046900 PO(14-4'/2) 118-2'/2 5.544 558 9-0 4 (See 22-3 100 38.190 19-2 0.635 Notes) 766 7-6'/2 189.93 4.2600 0.012744 3fE(6-4'/2) 41-4'/2 0.528 766 7-6'/2 6 (See 0-0 120 39.353 17-7 Notes) 295 7-6'h 189.93 6.3570 0.001295 E(17-7) 17 7 0.023 295 7-6'/2 4 (See 2-9'/2 100 39.376 18-8'/2 1.797 Notes) 270 3-5 189.93 4.3100 0.012040 DPV(-0.129), BV(11-11), BOR, 21-6 /2 0.365 Tr(6-9'/2) 270 3-5 4 (See 8-5 120 41.538 13-11 3.643 Notes) 4 -5-0 189.93 4.3100 0.008593 E(13-11) 22 4 0 192 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 :El` FIG.1913 SPRINKLER 1/22/2024 1:54:45PM Page 6 Job Name: TRIKE STOP Remote Area Number: ATTIC/ HIP (REF FIG.19B SPRINKLER CUT SHEET) Date: 1 /22/2024 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) 4 5-0 4 (See Notes) 29-10 140 45.373 BFP(-3.221), E(16-8'/2) 16-8'/2 0.007160 3 -5-0 189.93 4.2200 46-6'/2 3.554 3 -5-0 8 (See Notes) 93-7'/2 140 48.927 E(30-6'/2) 30-6'/2 0.000252 2 -5-0 189.93 8.3900 124-1'/2 0.031 2 5-0 6 (See Notes) 8-0 140 48.958 Water Supply 0.001033 1 -5-0 189.93 6.2800 8 0 0.008 100.00 48.967 Hose Allowance At Source Total(Pt) Route 1 1 289.93 843 12-3'h 5.6 20.22 1 (See Notes) 3-8'/2 100 13.041 ••••• Route 2••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 0.186108 1.173 533 9-7 20.22 1.0490 10-1'/z 1.883 533 9-7 1'/2 (See Notes) 4-2'/2 100 16.097 E(2-3) 2-3 0.018671 0.002 568 9-7 20.22 1.6820 6-5'/2 0.121 568 9-7 21.30 1'/2 5-1 100 16.220 Flow (q) from Route 3 0.070651 0.009 569 9-6'/2 41.52 1.6820 5-1 0.358 16.587 Total(Pt) Route 2 852 9-11'/2 5.6 21.30 1 (See Notes) 1-4 100 14.462 ••••• Route 3••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 0.204796 0.171 568 9-7 21.30 1.0490 7-9 1.586 16.220 Total(Pt) Route 3 853 9-11'/2 5.6 21.92 1 (See Notes) 1-4'/2 100 15.319 ••••• Route 4••••• Sprinkler, 2E(1-5), PO(3-7) 6-5 S 999 0.189 570 9-6'h 21.92 1.0490 7-9'/2 1.682 17.190 Total(Pt) Route 4 842 12-4 5.6 22.16 1 (See Notes) 5-2'/2 100 15.653 ..... Route 5 Sprinkler, 2E(1-5), PO(3-7) 6-5 0.220347 1.234 523 9-6 22.16 1.0490 11-7%2 2.559 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 :EF FIG.1913 SPRINKLER 1/22/2024 1:54:45PM Page 7 Job Name: TRIKE STOP Remote Area Number: ATTIC/ HIP (REF FIG.19B SPRINKLER CUT SHEET) Date: 1 /22/2024 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) 19.446 I Total(Pt) Route 5 831 10-7'/2 5.6 26.29 1 (See 2-7 100 22.033 •••••Route6••••• Sprinkler, 6-5 0.487 Notes) 498 9-6 26.29 1.0490 0.302307 2E(1-5), PO(3-7) 9.0 2.720 25.240 Total(Pt) Route 6 739 14-6 5.6 28.43 1 (See 6-5'/2 100 25.776 ••••• Route 7••••• Sprinkler, 6-5 2.165 Notes) 479 9-6 28.43 1.0490 0.349525 2E(1-5), PO(3-7) 12-10'/2 4.500 32.441 Total(Pt) Route 7 820 10-7'/2 5.6 29.62 1 (See 2-6'/z 100 27.978 ..... Route 8 Sprinkler, 6-5 0.476 Notes) 458 9-6'/z 29.62 1.0490 0.377069 2E(1-5), PO(3-7) 8-11 /2 1 3.383 458 9-6'/2 1'/2 (See 1-6 100 31.838 7-0'h 0.004 Notes) 470 9-6'h 29.62 1.6820 0.037829 PO(7-0'/2) 8-6'h 0.323 32.165 Total(Pt) Route 8 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 :EF FIG.1913 SPRINKLER 1/22/2024 1:54:45PM Page 8 Job Name: TRIKE STOP Remote Area Number: ATTIC/ HIP (REF FIG.1913 SPRINKLER CUT SHEET) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FIN 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 1111 AutoSPRINK 2023 vl8.1.32.0 :El` FIG.1913 SPRINKLER 1/22/2024 1:54:44PM Page 9 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 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: ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) FP1.2 (AREA 6) Light Hazard ATTIC 0.100 gpm/ft2 1500.00 ft2 (Actual 872.50 ft2) 100.00 ft2 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: 363.32 @ 59.755 Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/22/2024 Allowance at Source (Safety Margin = 35.445) 154.53 gal �....�........................ Ex tres WASHINGTON STATE DEC3'I, 24 CERTIFICATE OF COMPETENCY FIRE SPRINKLER SYSTEMS Byron Richard Moye ; 9419-0815-C Level Nort est Fire Systems, LLC N 8CR ; i 01/26/2024 i I nature Data i ............................i �© M.E.P.CAD diAutoSPRINK 2023 08.1.32.0 ATTIC/ BB ( REF 1/22/2024 1:55:02PM Pagel Hydraulic Graph Job Name: TRIKE STOP N 1.85 Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) 100 90 80 70 60 w a 50 in in (D EL 40 30 20 10 • Date: 1 /22/2024 Static Pressure 95.700 363.32 @ 95.200 Water Supply Summary Sheet Node: 1 363.32 with Hose Allowance at Source 3000.00 @ 70.850 263.32 @ 59.755 System demand curve 1400 1750 2100 2450 2800 3150 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 3500 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:55:04PM Paqe 2 1111Summary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Light Hazard (ATTIC/ BB ( REF FIG 17 SPRINKLER Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) CUT SHEET) Sprinkler 827 32.26 20.00 5.6 33.176 Sprinkler 834 33.67 24.00 8 17.713 Sprinkler 835 33.98 24.00 8 18.046 Sprinkler 836 29.81 24.00 8 13.888 Sprinkler 837 26.88 24.00 8 11.294 Sprinkler 838 1 25.10 24.00 1 8 1 9.842 Sprinkler 839 24.24 24.00 8 9.177 ♦ Sprinkler 840 24.00 24.00 8 9.000 Sprinkler 1101 33.38 20.00 5.6 35.533 r* Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:55:06PM Page 3 Job Name: TRIKE STOP Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER C Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.200 363.32 59.755 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 59.755 263.32 827 14-0'/2 Sprinkler 33.176 32.26 834 13-9'/2 Sprinkler 17.713 33.67 835 13-9'/2 Sprinkler 18.046 33.98 836 13-9'/2 Sprinkler 13.888 29.81 837 13-9'/2 Sprinkler 11.294 26.88 838 13-9'/2 Sprinkler 9.842 25.10 839 13-9'/z Sprinkler 9.177 24.24 840 13-9'/2 Sprinkler 9.000 24.00 1101 10-7'/2 Sprinkler 35.533 33.38 2 -5-0 59.740 3 -5-0 59.682 4 -5-0 56.072 270 3-5 Gauge 52.077 295 7-6'/z 49.613 470 9-6'/2 41.054 476 9-3'/2 41.435 478 9-5'/2 41.099 483 9-7 39.929 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:55:08PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER C Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 496 13-1 20.400 497 13-1 21.921 499 13-1'/2 15.792 500 13-1'/2 12.892 501 13-2 11.258 502 13-2'/z 10.498 503 13-3 10.278 558 9-0 47.971 560 13-1'/2 20.001 766 7-6% 49.571 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:55:08PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) Date: 1 /22/2024 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) 840 13-9'/2 8 24.00 1 (See 0-6'/2 100 9.000 • • • • • Route 1 Sprinkler, 3-7 0.231 Notes) 503 13-3 24.00 1.0490 0.255477 PO(3-7) 4 1 1.047 503 13-3 1'/2 8-0 100 10.278 0.014 502 13-2'/2 24.00 1.6820 0.025630 8-0 0.205 502 13-2'/2 24.24 1'/2 8-0 100 10.498 Flow (q) from Route 2 0.014 501 13-2 48.24 1.6820 0.093237 8-0 0.746 501 13-2 25.10 1'/2 8-0 100 11.258 Flow (q) from Route 3 0.014 500 13-1'/2 73.33 1.6820 0.202381 8-0 1.619 500 13-1'/2 26.88 1'/2 8-0 100 12.892 Flow (q) from Route 4 0.014 499 13-1'/2 100.22 1.6820 0.360674 8-0 2.885 499 13-1'/2 29.81 1'/2 (See 4-10'/2 100 15.792 Flow (q) from Route 5 5-7 0.009 Notes) 497 13-1 130.03 1.6820 0.583917 T(5-7) 10-6 6.120 497 13-1 67.65 1'/2 (See 4-9'/2 100 21.921 Flow (q) from Route 6 9-3'/2 1.646 Notes) 476 9-3'h 197.68 1.6820 1.267408 E(2-3), PO(7-0'/2) 14-1 17.868 476 9-3'/2 65.64 3 (See 60-4'/2 100 41.435 Flow (q) from Route 8 14-4'/2 0.119 Notes) 558 9-0 263.32 3.2600 0.085836 P0(14-4%) 74 9 6.416 558 9-0 4 (See 22-3 100 47.971 19-2 0.635 Notes) 766 7-6'/2 263.32 4.2600 0.023324 3fE(6-4'/2) 41-4'/2 0.965 766 7-6'/2 6 (See 0-0 120 49.571 17-7 Notes) 295 7-6'h 263.32 6.3570 0.002370 E(17-7) 17 7 0.042 295 7-6'/2 4 (See 2-9'/2 100 49.613 18-8'/2 1.797 Notes) 270 3-5 263.32 4.3100 0.022036 DPV(-0.236), BV(11-11), BOR, 21-6 /2 1 0.667 Tr(6-9'/2) & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 REF FIG 17 SPRINKLER 1/22/2024 1:55:11 PM Page 6 Job Name: TRIKE STOP Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) Date: 1 /22/2024 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) 270 3-5 4 (See Notes) 8-5 120 52.077 E(13-11) 13-11 0.015727 3.643 4 -5-0 263.32 4.3100 22 4 0.351 4 -5-0 4 (See Notes) 29-10 140 56.072 BFP(-3.000), E(16-8'/2) 16-8'/2 0.013105 3 -5-0 263.32 4.2200 46-6'/2 3.610 3 5-0 8 (See Notes) 93-7'/2 140 59.682 E(30-6'/z) 30-6'/2 0.000461 2 -5-0 263.32 8.3900 124-1'/2 0.057 2 -5-0 6 (See Notes) 8-0 140 59.740 Water Supply 0.001891 1 -5-0 263.32 6.2800 8 0 0.015 100.00 59.755 Hose Allowance At Source Total(Pt) Route 1 1 363.32 839 13-9'/z 8 24.24 1 (See Notes) 0-7 100 9.177 •••••Route2••••• Sprinkler, PO(3-7) 3-7 0.260130 0.246 502 13-2'/z 24.24 1.0490 4-11/2 1.075 10.498 Total(Pt) Route 2 838 13-9'/� 8 25.10 1 (See Notes) 0-7 100 9.842 ••••• Route 3••••• Sprinkler, PO(3-7) 3-7 0.277514 0.260 501 13-2 25.10 1.0490 4 2 1.156 11.258 Total(Pt) Route 3 837 13-9'/z 8 26.88 1 (See Notes) 0-7'/2 100 11.294 ..... Route 4 Sprinkler, PO(3-7) 3-7 0.315177 0.275 500 13-1'/z 26.88 1.0490 4 2'/2 1.323 12.892 Total(Pt) Route 4 836 13-9'/z 8 29.81 1 (See Notes) 0-8 100 13.888 ..... Route 5 Sprinkler, PO(3-7) 3-7 0.381598 0.289 499 13-1'/z 29.81 1.0490 4 3 1.615 15.792 Total(Pt) Route 5 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 REF FIG 17 SPRINKLER 1/22/2024 1:55:11 PM Page 7 Job Name: TRIKE STOP Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) Date: 1 /22/2024 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) 834 13-9'/z 8 33.67 1 (See 0-7'/z 100 17.713 • • • • • Route 6 Sprinkler, 3-7 0.278 Notes) 560 13-1'/2 33.67 1.0490 0.477921 PO(3-7) 4 2'/2 2.010 560 13-1'/z 1'/2 8-0 100 20.001 0.014 496 13-1 33.67 1.6820 0.047947 8-0 0.384 496 13-1 33.98 1'/2 (See 3-1'/2 100 20.400 Flow (q) from Route 7 5-7 0.006 Notes) 497 13-1 67.65 1.6820 0.174345 T(5-7) 8 8'/2 1.516 21.921 Total(Pt) Route 6 835 13-9'/2 8 33.98 1 (See 0-8 100 18.046 ••••• Route 7••••• Sprinkler, 3-7 0.292 Notes) 496 13-1 33.98 1.0490 0.486214 PO(3-7) 4 3 2.061 20.400 Total(Pt) Route 7 827 14-0'/� 5.6 32.26 1 (See 7-0'/z 100 33.176 ••••• Route 8••••• Sprinkler, 6-5 1.986 Notes) 478 9-5'/2 32.26 1.0490 0.441435 2E(1-5), PO(3-7) 13-5%2 5.937 478 9-5'/z 33.38 3 39-4'/2 100 41.099 Flow (q) from Route 9 0.078 476 9-3'/2 65.64 3.2600 0.006569 39-4'/2 0.259 41.435 Total(Pt) Route 8 1101 10-7'/z 5.6 33.38 1 (See 1-11'/2 100 35.533 ••••• Route 9••••• Sprinkler, 6-5 0.451 Notes) 483 9-7 33.38 1.0490 0.470371 2E(1-5), PO(3-7) 8-4'/2 3.946 483 9-7 1'/2 (See 14-1'/2 100 39.929 9-3'/z 0.019 Notes) 470 9-6'/z 33.38 1.6820 0.047189 E(2-3), PO(7-0'/z) 23-5 1.106 470 9-6'/2 3 11-7'/2 100 41.054 0.023 478 9-5'/z 33.38 3.2600 0.001880 11-7'/2 0.022 41.099 Total(Pt) Route 9 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 REF FIG 17 SPRINKLER 1/22/2024 1:55:11 PM Page 8 Job Name: TRIKE STOP Remote Area Number: ATTIC/ BB ( REF FIG 17 SPRINKLER CUT SHEET) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FIN 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 1111 AutoSPRINK 2023 vl8.1.32.0 REF FIG 17 SPRINKLER 1/22/2024 1:55:11 PM Page 9 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 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: EX ONES CLASS ROOM FP1.1 Light Hazard OFFICE 0.100 gpm/ft2 1500.00 ft2 (Actual 1125.33 ft2) 100.00 ft2 Pendent 10 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: 260.70 @ 75.846 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/22/2024 Allowance at Source (Safety Margin = 19.583) 0.09 gal P............................ + Ex iron WASHINGTON STATE DEC S�, 2a CERTIFICATE OF COMPETENCY if FIRE SPRINKLER SYSTEMS Byron Richard Moye ; 9419-0815-C Level ; Nort est Fire Systems, LLC ; N 8CR i 01 /26/2024 i j1 nature Date j ............................a �© M.E.P.CAD ��AutoSPRINK 2023 08.1.32.0 EX ONES CLAS 1/22/2024 1:55:36PM Pagel Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM 100 90 80 70 60 N a 50 w N EL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 1 /22/2024 Static Pressure 95.700 260.70 @ 95.429 Water Supply Summary Sheet Node: 1 260.70 with Hose Allowance at Source 1 160.70 @ 75.846 3000.00 @ 70.850 System demand curve LL 1400 1750 2100 2450 2800 3150 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 3500 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:55:38PM Page 2 IIIISummary Of Outflowing Devices ., L� Job Number: 05392c - TRIKE STOP Report Description: Light Hazard (EX ONES CLASS ROOM) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 904 16.77 10.00 5.6 8.968 Sprinkler 905 15.50 10.00 5.6 7.664 b Sprinkler 906 14.82 10.00 5.6 7.000 Sprinkler 908 17.03 10.00 5.6 9.252 Sprinkler 909 15.71 10.00 5.6 7.874 Sprinkler 910 14.90 10.00 5.6 1 7.078 Sprinkler 914 18.41 10.00 5.6 10.802 Sprinkler 921 15.03 10.00 5.6 7.201 Sprinkler 933 15.66 10.00 5.6 7.822 Sprinkler 934 1 16.87 1 10.00 1 5.6 9.075 Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/22/2024 1:55:40PM Page 3 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.429 260.70 75.846 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 75.846 160.70 904 8-0 Sprinkler 8.968 16.77 905 8-0 Sprinkler 7.664 15.50 906 8-0 Sprinkler 7.000 14.82 908 8-0 Sprinkler 9.252 17.03 909 8-0 Sprinkler 7.874 15.71 910 8-0 Sprinkler 7.078 14.90 914 8-0 Sprinkler 10.802 18.41 921 8-0 Sprinkler 7.201 15.03 933 8-0 Sprinkler 7.822 15.66 934 8-0 Sprinkler 9.075 16.87 2 -5-0 75.840 3 -5-0 75.817 4 -5-0 71.766 9 8-7'/2 8.974 10 8-7'/2 7.632 11 8-7'/2 6.949 12 8-7'/2 9.002 13 8-7'/2 7.723 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:55:43PM Paqe 4 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 14 8-7'/2 7.033 16 8-7'/z 9.697 17 8-7'/2 48.068 18 8-7'/2 7.848 19 8-7'/2 7.029 23 8-7'/2 10.859 32 8-7'/z 7.155 44 8-7'/2 48.043 45 8-7'/2 46.950 46 8-7'/z 7.794 47 8-7'/2 9.083 48 8-7'/2 46.764 54 8-7'/2 16.636 55 8-7'/2 11.477 56 8-7'/z 9.972 89 8-7'/2 50.362 91 8-7'/2 50.278 92 8-7'/z 50.296 95 8-7'/2 50.229 99 8-7'/2 26.953 110 8-7'/2 45.609 111 8-7'/2 44.065 131 8-7'/z 53.149 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:55:43PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 133 8-7'/2 42.918 162 8-7'/z 54.398 176 8-7'/2 44.515 183 8-7'/2 46.312 197 8-2 61.317 270 3-5 Gauge 67.981 272 3-5 67.831 274 8-2 61.357 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/22/2024 1:55:43PM Paqe 6 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 906 8-0 5.6 14.82 1 (See Notes) 0-7'/2 150 7.000 ••••• Route 1••••• Sprinkler, 5-0 -0.271 11 8-7'h 14.82 1.1010 0.039060 E(5-0) 5 7'/2 0.220 11 8-7'/2 1'/4 (See 0-9'/2 150 6.949 6-0 Notes) 14 8-7'/2 14.82 1.3940 0.012379 T(6-0) 6 9'/2 0.084 14 8-7'/2 2.00 1 (See Notes) 13-0 150 7.033 Flow (q) from Route 17 1-0 13 8-7'/2 16.82 1.1010 0.049366 Tr(1-0) 14-0 0.690 13 8-7'/2 1'/4 (See Notes) 8-2'/2 150 7.723 C(6-0) 7-0 18 8-7'/2 11.84 1.3940 0.008171 Tr(1-0) 15-2'/2 0.124 18 8-7'/2 15.71 1'/4 (See Notes) 27-8'/2 150 7.848 Flow (q) from Route 6 4-0 47 8-7'/2 27.55 1.3940 0.038997 4Tr(1-0) 31-8'/2 1.236 47 8-7'/2 16.87 1'/4 (See Notes) 3-5 150 9.083 Flow (q) from Route 8 6-0 56 8-7'/2 44.42 1.3940 0.094368 T(6-0) 9 5 0.889 56 8-7'/2 43.59 1'/4 (See Notes) 3-6 150 9.972 Flow (q) from Route 2 1-0 55 8-7'/2 88.01 1.3940 0.334323 Tr(1-0) 4 6 1.504 55 8-7'/2 18.41 1'/4 (See Notes) 4-10'/2 150 11.477 Flow (q) from Route 10 6-0 54 8-7'/2 106.41 1.3940 0.475054 T(6-0) 10-10'/2 5.159 54 8-7'/2 54.29 1'/2 (See Notes) 18-8'/2 150 16.636 Flow (q) from Route 4 1-0 99 8-7'/2 160.70 1.5980 0.523685 Tr(1-0) 19-8'/2 10.318 99 8-7'/2 1'/2 (See Notes) 45-1 150 26.953 Tr(1 0) 13-0 111 8-7'/2 117.74 1.5980 0.294564 E(7-0), 5Tr(1-0) 58-1 17.112 111 8-7'/2 1'/2 (See Notes) 6-3'/2 150 44.065 Tr(1 0) 1-0 110 8-7'/2 98.42 1.5980 0.211418 7-3'/2 1.544 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 7 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 110 8-7'/2 1'/2 (See Notes) 17-9 150 45.609 Tr(1 0) Tr(1-0), cplg(1-0), PO(8-0) 11-0 55 38 -0.004 89 8-7'h 86.23 1.5980 28-9 4.757 89 8-7'/2 31.52 2 (See Notes) 20-4'/2 120 50.362 Flow (q) from Route 11 2fE(4-9'/2) 9-6'/2 0.093197 131 8-7'/2 117.74 2.2030 29 11 2.787 131 8-7'/2 20.20 2 10-0 120 53.149 Flow (q) from Route 16 0.124914 162 8-7'/2 137.94 2.2030 10-0 1.248 162 8-7'/2 22.76 2 (See Notes) 16-8'/2 120 54.398 Flow (q) from Route 14 5fE(4-9'/2) 23-10'/2 0.165688 0.199 197 8-2 160.70 2.2030 40-6'/2 6.721 197 8-2 6 (See Notes) 0-0 120 61.317 fE(4-9'/2), T(37-8'/2) 42-1'/2 0.000950 274 8-2 160.70 6.3570 42-1'/2 0.040 274 8-2 2 (See Notes) 4-9 120 61.357 BV(8-2), PO(13-7'/2) 21-10 0.165688 2.068 272 3-5 160.70 2.2030 26-7 4.406 272 3 5 4 (See Notes) 1-5'/2 120 67.831 fT(22-3'/2), BOR 22-3/2 0.006308 270 3-5 160.70 4.3100 23 9 0.150 270 3-5 4 (See Notes) 8-5 120 67.981 E(13-11) 13-11 0.006308 3.643 4 -5-0 160.70 4.3100 22 4 0.141 4 5 0 4 (See Notes) 29-10 140 71.766 BFP(-3.807), E(16-8'/2) 16-8'/2 0.005256 3 -5-0 160.70 4.2200 46-6'/2 4.051 3 -5-0 8 (See Notes) 93-7'/2 140 75.817 E(30-6'/2) 30-6'/2 0.000185 2 -5-0 160.70 8.3900 124-1'/2 0.023 2 5 0 6 (See Notes) 8-0 140 75.840 Water Supply 0.000758 1 -5-0 160.70 6.2800 8 0 0.006 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 8 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 100.00 75.846 Hose Allowance At Source Total(Pt) Route 1 1 260.70 910 8-0 5.6 14.90 1 (See Notes) 0-7'/2 150 7.078 ••••• Route 2••••• Sprinkler, T(5-0) 5-0 0.039460 -0.271 19 8-7'/2 14.90 1.1010 5-7%2 0.222 19 8-7'/2 1'/4 (See Notes) 12-2'/2 150 7.029 Tr(1-0) 1-0 0.009579 32 8-7'/2 12.90 1.3940 13-2/2 0.127 32 8 7'h 15.03 1'/4 (See Notes 15-0 150 7.155 Flow (q) from Route 3 Tr(1-0) 1-0 0.039987 46 8-7'/2 27.93 1.3940 16-0 0.639 46 8-7'/2 15.66 1'/4 (See Notes) 16-11 150 7.794 Flow (q) from Route 5 E(6-0), Tr(1-0) 7-0 0.091122 56 8-7'/2 43.59 1.3940 23 11 2 178 9.972 Total(Pt) Route 2 921 8-0 5.6 15.03 1 (See Notes) 0-7'/2 150 7.201 ••••• Route 3••••• Sprinkler, T(5-0) 5-0 0.040094 -0.271 32 8-7'/2 15.03 1.1010 5-7'/2 0.226 7.155 Total(Pt) Route 3 905 8-0 5.6 15.50 1 (See Notes) 0-7'/2 150 7.664 ••••• Route 4••••• Sprinkler, E(5-0) 5-0 0.042474 -0.271 10 8-7'/2 15.50 1.1010 5 7'/2 0.239 10 8-7'/2 1'/4 (See Notes) 0-9'/2 150 7.632 C(6-0) 6-0 0.013461 13 8-7'/2 15.50 1.3940 6 9'/2 0.091 13 8-7'/2 11.84 1 (See Notes) 12-11'/2 150 7.723 Flow (q) from Route 1 T(5-0) 5-0 0.071105 12 8-7'/2 20.48 1.1010 17-11'/2 1.278 12 8-7'/2 16.77 1'/4 (See Notes) 8-2'/2 150 9.002 Flow (q) from Route 7 2Tr(1-0) 2-0 0.068147 16 8-7'/2 37.25 1.3940 10-2'/2 0.695 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 9 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 16 8-7'/2 17.03 1'/4 (See 35-9 150 9.697 Flow (q) from Route 9 15-0 Notes) 54 8-7'/2 54.29 1.3940 0.136767 3Tr(1-0), E(6-0), T(6-0) 50-9 6.938 16.636 Total(Pt) Route 4 933 8-0 5.6 15.66 1 (See 0-7'/2 150 7.822 ••••• Route 5••••• Sprinkler, 5-0 -0.271 Notes) 46 8-7'/2 15.66 1.1010 0.043282 T(5-0) 5-7 /� 0.243 7.794 Total(Pt) Route 5 909 8-0 5.6 15.71 1 (See 0-7'/2 150 7.874 ••••• Route 6••••• Sprinkler, 5-0 -0.271 Notes) 18 8-7'/2 15.71 1.1010 0.043548 T(5-0) 5-7'/2 0.245 7.848 Total(Pt) Route 6 904 8-0 5.6 16.77 1 (See 0-7'/2 150 8.968 ••••• Route 7••••• Sprinkler, 5-0 -0.271 Notes) 9 8-7'/2 16.77 1.1010 0.049122 E(5-0) 5 7'/2 0.276 9 8-7'/2 1'/4 (See 0-9'/2 150 8.974 1-0 Notes) 12 8-7'/2 16.77 1.3940 0.015567 Tr(1-0) 1 9'/2 0.028 9.002 Total(Pt) Route 7 934 8-0 5.6 16.87 1 (See 0-7'/2 150 9.075 ••••• Route 8••••• Sprinkler, 5-0 -0.271 Notes) 47 8-7/2 16.87 1.1010 0.049661 T(5-0) 5-7 /� 0.279 9.083 Total(Pt) Route 8 908 8-0 5.6 17.03 1 (See 4-2 150 9.252 ••••• Route 9••••• Sprinkler, 10-0 -0.271 Notes) 16 8-7'/2 17.03 1.1010 0.050557 E(5-0), T(5-0) 14-2 0.716 9.697 Total(Pt) Route 9 914 8-0 5.6 18.41 1 (See 0-7'/2 150 10.802 ••••• Route 10••••• Sprinkler, 5-0 -0.271 Notes) 23 8-7'/2 18.41 1.1010 0.058345 E(5-0) 5 7'/2 0.328 23 8-7'/2 1'/4 (See 25-5 150 10.859 8-0 Notes) 55 8-7'/2 18.41 1.3940 0.018490 2Tr(1-0), T(6-0) 33-5 1 0.618 & © M.E.P.CAD �jjj AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 10 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 11.477 I Total(Pt) Route 10 95 8-7'/2 19.44 2 (See 8-7'/2 120 50.229 • • • • • Route 11 .... • Flow (q) from Route 12 11-7 Notes 92 8-7'/2 19.44 2.2030 0.003329 fT(11-7) 20-2 /2 0.067 92 8-7'/2 12.07 2 8-1 120 50.296 Flow (q) from Route 13 0.008136 89 8-7'/2 31.52 2.2030 --1 8-1 0.066 50.362 Total(Pt) Route 11 48 8-7'h 19.32 1 (See 6-3'/2 150 46.764 ••••• Route 12••••• T(5-0), Flow (q) from Route 19 6-0 Notes) 45 8-7'/2 8.87 1.1010 0.015134 Tr(1-0) 12-3'/2 0.186 45 8-7'/2 12.19 1 (See 9-7 150 46.950 Flow (q) from Route 18 5-0 Notes) 44 8-7'/2 21.07 1.1010 0.074897 T(5-0) 14-7 1.093 44 8-7'/2 1 (See 25-11 150 48.043 8-0 -0.004 Notes) 95 8-7'/2 19.44 1.1010 0.064567 3Tr(1-0), PO(5-0) 33-11 2.189 50.229 Total(Pt) Route 12 48 8-7'/2 19.32 1 (See 44-8 150 46.764 ..... Route 13 Notes) Tr(1-0), Flow (q) from Route 19 19-0 17 8-7'/2 10.45 1.1010 0.020475 2E(5-0), 3Tr(1-0), T(5-0) 63-8 1.304 17 8-7'/2 1.62 1 (See 67-7'/2 150 48.068 Flow (q) from Route 20 15-0 Notes) 91 8-7'h 12.07 1.1010 0.026747 T(5-0), 5Tr(1-0), PO(5-0) 82-7'/2 2.210 91 8-7'/2 2 (See 4-0'/2 120 50.278 11-7 -0.004 Notes) 92 8-7'/2 12.07 2.2030 0.001379 fT(11-7) 15-7'/2 0.022 50.296 Total(Pt) Route 13 133 8 7'h 42.96 1 (See 11-6 150 42.918 ..... Route 14 Notes) Tr(1-0), Flow (q) from Route 21 7 0 176 8-7'/2 22.76 1.1010 0.086395 Tr(1-0), T(5-0) 18 6 1.598 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 11 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 176 8-7'/2 1 (See 48 4 150 44.515 12-0 Notes) 183 8-7'/2 12.80 1.1010 0.029784 2Tr(1-0), E(5-0), T(5-0) 60-4 1.797 183 8-7'/2 9.96 1 (See 71-7'/2 150 46.312 Flow (q) from Route 15 22-0 -0.004 Notes) 162 8-7'/2 22.76 1.1010 7Tr(1-0), 2E(5-0), PO(5-0) r ---0.086395 93-7 /2 8.089 54.398 Total(Pt) Route 14 176 8-7'/2 1 (See 62-11 150 44.515 ••••• Route 15••••• T(5-0) 33-0 Notes) 183 8-7'/2 9.96 1.1010 0.018733 3T(5-0), 2E(5-0), 3Tr(1-0) 95-11 1.797 46.312 Total(Pt) Route 15 133 8-7'/2 42.96 1 (See 113-8'/2 150 42.918 ••••• Route 16••••• T(5-0), Flow (q) from Route 21 34-0 -0.004 Notes) 131 8-7'/2 20.20 1.1010 0.069300 14Tr(1-0), 2E(5-0), PO(5-0) 147-8 /2 10.235 53.149 Total(Pt) Route 16 19 8-7'/2 12.90 1'/4 (See 8-2'/2 150 7.029 ••••• Route 17••••• Flow (q) from Route 2 6-0 Notes) 14 8-7'/2 2.00 1.3940 0.000304 T(6-0) 14-2'/2 0.004 7.033 Total(Pt) Route 17 110 8-7'h 1 (See 34-3 150 45.609 ••••• Route 18••••• T(5-0) 15-0 Notes) 45 8-7'/2 12.19 1.1010 0.027228 4Tr(1-0), cplg(1-0), T(5-0) 49-3 1.341 46.950 Total(Pt) Route 18 111 8-7'/2 1 (See 34-3 150 44.065 ••••• Route 19••••• T(5 0) 8-0 Notes) 48 8-7'/2 19.32 1.1010 0.063852 3Tr(1-0) 42 3 2.699 46.764 Total(Pt) Route 19 44 8-7'h 19.44 1 (See 28-9'/2 150 48.043 ••••• Route 20••••• Flow (q) from Route 12 9-0 Notes) 17 8-7'/2 1.62 1.1010 0.000654 4Tr(1-0), C(5-0) 37-9 /2 0.025 48.068 Total(Pt) Route 20 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 12 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Date: 1 /22/2024 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) 99 8 7'/2 1 (See 44-0'/2 150 26.953 ..... Route 21 T(5 0) 13-0 Notes) 133 8-7'/2 42.96 1.1010 0.279860 3Tr(1-0), E(5-0) 57-0%2 15.964 42.918 Total(Pt) Route 21 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 13 Job Name: TRIKE STOP Remote Area Number: EX ONES CLASS ROOM Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 1 /22/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 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 & © M.E.P.CAD 1111 AutoSPRINK 2023 vl8.1.32.0 EX ONES CLASS ROOM 1/22/2024 1:55:45PM Page 14 Hydraulic Calculations for Project Name: TRIKE STOP: (05392c) Location: 23107 100TH AVE W, , EDMONDS, WA 98020 Drawing Name: 05392c FP1.0 (trike stop)-2022 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: PRESCHOOL CLASSROOM FP1.1 Light Hazard OFFICE 0.100 gpm/ft2 1500.00 ft2 (Actual 1263.82 ft2) 100.00 ft2 Pendent 10 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: 272.29 @ 69.452 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System: 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: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/4/2024 Allowance at Source (Safety Margin = 25.955) 0.09 gal Ex Iran WASHINGTON STATE DEC3'I, 24 CERTIFICATE OF COMPETENCY FIRE SPRINKLER SYSTEMS Byron Richard Moye ; 9419-0815-C Level Nort est Fire Systems, LLC N 8CR i 01/26/2024 i t nature Date �© M.E.P.CAD diAutoSPRINK 2023 08.1.32.0 PRESCHOOL Cl 1/4/2024 2:30:02PM Pagel Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM 100 90 80 70 60 N a 50 U) m P EL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 1 /4/2024 Static Pressure 95.700 272.29 @ 95.407 Water Supply Summary Sheet Node: 1 272.29 with Hose Allowance at Source 172.29 @ 69.452 3000.00 @ 70.850 System demand curve LL 1400 1750 2100 2450 2800 3150 Flow - gpm SU pply:Static:95.700 Residual:70.850 Flowing:3000.00 Available Flow @ 20 PSIA416.13 3500 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 1/4/2024 2:30:04PM Paqe 2 �ligiSummaryOfOutflowingDevicelI Job Number: 05392c Report Description: Light Hazard (PRESCHOOL CLASSROOM) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 355 23.73 10.00 5.6 17.950 Sprinkler 356 19.61 10.00 5.6 12.264 Sprinkler 371 18.21 10.00 5.6 10.579 Sprinkler 372 16.80 10.00 5.6 9.003 Sprinkler 389 15.55 10.00 5.6 7.712 Sprinkler 390 15.70 10.00 5.6 1 7.865 Sprinkler 395 15.40 10.00 5.6 7.559 Sprinkler 402 14.83 10.00 5.6 7.013 ♦ Sprinkler 405 14.82 10.00 5.6 7.000 Sprinkler 545 1 17.64 1 10.00 1 5.6 9.923 Most Demanding Sprinkler Data [M © M.E.P.CAD B111 AutoSPRINK 2023 v18.1.32.0 1/4/2024 2:30:06PM Page 4 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Date: 1 /4/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.700 70.850 3000.00 95.407 272.29 69.452 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -5-0 Supply 69.452 172.29 355 8-0 Sprinkler 17.950 23.73 356 8-0 Sprinkler 12.264 19.61 371 8-0 Sprinkler 10.579 18.21 372 8-0 Sprinkler 9.003 16.80 389 8-0 Sprinkler 7.712 15.55 390 8-0 Sprinkler 7.865 15.70 395 8-0 Sprinkler 7.559 15.40 402 8-0 Sprinkler 7.013 14.83 405 8-0 Sprinkler 7.000 14.82 545 8-0 Sprinkler 9.923 17.64 2 -5-0 69.445 3 -5-0 69.419 4 -5-0 65.556 86 8-7'/2 18.204 87 8-7'/2 12.362 89 8-7'/2 44.275 94 8-7'/2 9.955 99 8-7'/2 31.244 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/4/2024 2:30:08PM Paqe 5 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Date: 1 /4/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 122 8-7'/2 9.009 130 8-7'/z 10.630 131 8-7'/2 45.614 133 8-7'/2 8.922 162 8-7'/2 46.612 171 8-7'/2 7.838 174 8-7'/z 7.681 176 8-7'/2 7.629 183 8-7'/2 11.828 188 8-7'/z 7.524 197 8-2 54.456 231 8-7'/2 6.988 232 8-7'/2 7.041 270 3-5 Gauge 61.752 272 3-5 61.582 274 8-2 54.502 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.32. 1/4/2024 2:30:08PM Paqe 6 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Date: 1 /4/2024 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) 405 8-0 5.6 14.82 1 (See Notes) 1-7'/2 150 7.000 ••••• Route 1••••• Sprinkler, 5-0 -0.271 231 8-7'/2 14.82 1.1010 0.039060 E(5-0) 6 7'/2 0.259 231 8-7'/2 1 (See Notes) 14-3'/2 150 6.988 Tr(1 0) 7-0 188 8-7'/2 11.69 1.1010 0.025186 E(5-0), Tr(1-0) 21-3 /2 0.536 188 8-7'/2 15.40 1 (See Notes) 24-1 150 7.524 Flow (q) from Route 3 12-0 183 8-7'/2 27.08 1.1010 0.119230 2Tr(1-0), E(5-0), T(5-0) 36-1 4.304 183 8-7'/2 22.98 1 (See Notes) 71-7'/2 150 11.828 Flow (q) from Route 2 22-0 -0.004 162 8-7'/2 50.07 1.1010 0.371562 7Tr(1-0), 2E(5-0), PO(5-0) 93-7%2 34.788 162 8 7'/2 122.23 2 (See Notes) 16-8'/2 120 46.612 Flow (q) from Route 4 23-10'/2 0.199 197 8-2 172.29 2.2030 0.188480 5fE(4-9'/2) 40-6'/2 7.645 197 8-2 6 (See 0-0 120 54.456 42-1'/2 Notes) 274 8-2 172.29 6.3570 0.001081 fE(4-9'/2), T(37-8'/2) 42-1'/2 0.046 274 8-2 2 (See 4-9 120 54.502 21-10 2.068 Notes) 272 3-5 172.29 2.2030 0.188480 BV(8-2), PO(13-7'/2) 26-7 5.012 272 3-5 4 (See 1-5'/2 120 61.582 22-3/2 Notes) 270 3-5 172.29 4.3100 0.007175 fT(22-3'/2), BOR 23 9 0.170 270 3-5 4 (See 8-5 120 61.752 13-11 3.643 Notes) 4 -5-0 172.29 4.3100 0.007175 E(13-11) 22 4 0.160 4 5 0 4 (See 29-10 140 65.556 16-8'/2 Notes) 3 -5-0 172.29 4.2200 0.005979 BFP(-3.584), E(16-8'/2) 46-6'/2 3.863 3 -5-0 8 (See 93-7'/2 140 69.419 30-6'/2 Notes) 2 -5-0 172.29 8.3900 0.000210 E(30-6'/2) 124-1'h 0.026 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 RESCHOOL CLASSROO 1/4/2024 2:30:11 PM Page 7 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Date: 1 /4/2024 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) 2 5-0 6 (See Notes) 8-0 140 69.445 Water Supply 0.000863 1 -5-0 172.29 6.2800 8 0 0.007 100.00 69.452 Hose Allowance At Source Total(Pt) Route 1 1 272.29 402 8-0 5.6 14.83 1 (See Notes) 1-7'/2 150 7.013 ••••• Route 2••••• Sprinkler, E(5-0), Tr(1-0) 6-0 0.039128 -0.271 232 8-7'/2 14.83 1.1010 7 7'/2 0.298 232 8-7'/2 3.13 1 10-6'/2 150 7.041 Flow (q) from Route 13 0.055754 176 8-7'/2 17.96 1.1010 10-6 /2 0.588 176 8 7'h 1 (See Notes) 14-0 150 7.629 T(5-0) Tr(1-0) 6_0 0.010486 171 8-7'/2 7.28 1.1010 20 0 0.210 171 8-7'/2 15.70 1 (See Notes 34-4 150 7.838 Flow (q) from Route 5 Tr(1-0), E(5-0), T(5-0) 11-0 0.087995 183 8-7'/2 22.98 1.1010 45-4 3.990 11.828 Total(Pt) Route 2 395 8-0 5.6 15.40 1 (See Notes) 0-7'/2 150 7.559 ••••• Route 3••••• Sprinkler, T(5-0) 5-0 0.041936 -0.271 188 8-7'/2 15.40 1.1010 5-7'/2 0.236 7.524 Total(Pt) Route 3 389 8-0 5.6 15.55 1 (See Notes) 0-7'/2 150 7.712 ••••• Route 4••••• Sprinkler, T(5-0) 5-0 0.042719 -0.271 174 8-7'/2 15.55 1.1010 5 7'/2 0.240 174 8-7'/2 10.68 1 11-0'/2 150 7.681 Flow (q) from Route 12 0.112382 133 8-7'/2 26.23 1.1010 11-0'h 1.241 133 8-7'/2 1 (See Notes) 1-0 150 8.922 T(5 0) Tr(1-0) 6 0 0.012485 122 8-7'/2 8.00 1.1010 7 0 0.087 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.32.0 RESCHOOL CLASSROO 1/4/2024 2:30:11 PM Page 8 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Date: 1 /4/2024 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) 122 8-7'/2 16.80 1 (See 15-0 150 9.009 Flow (q) from Route 6 1-0 Notes) 130 8-7'h 24.80 1.1010 0.101304 Tr(1-0) 16-0 1.621 130 8-7'/2 18.21 1 (See 97-8'/2 150 10.630 Flow (q) from Route 8 27-0 -0.004 Notes) 131 8-7'h 43.02 1.1010 0.280585 12Tr(1-0), 2E(5-0), PO(5-0) 124-8 /2 34.988 131 8-7'/2 79.21 2 10-0 120 45.614 Flow (q) from Route 7 0.099868 162 8-7'/2 122.23 2.2030 10-0 0.998 46.612 Total(Pt) Route 4 390 8-0 5.6 15.70 1 (See 0-7'/2 150 7.865 ••••• Route 5••••• Sprinkler, 5-0 -0.271 Notes) 171 8-7'/2 15.70 1.1010 0.043503 T(5-0) 5-7%2 0.245 7.838 Total(Pt) Route 5 372 8-0 5.6 16.80 1 (See 0-7'/2 150 9.003 ••••• Route 6••••• Sprinkler, 5-0 -0.271 Notes) 122 8-7'/2 16.80 1.1010 0.049297 T(5-0) 5-7'/2 0.277 9.009 Total(Pt) Route 6 545 8-0 5.6 17.64 1 (See 0-7'/2 150 9.923 ••••• Route 7••••• Sprinkler, 5-0 -0.271 Notes) 94 8-7'/2 17.64 1.1010 0.053940 T(5-0) 5 7'/2 0.303 94 8-7'/2 18.23 1 (See 11-0 150 9.955 Flow (q) from Route 11 1-0 Notes) 87 8-7'/2 35.87 1.1010 0.200545 Tr(1-0) 12 0 2.407 87 8-7'/2 19.61 1 (See 12-0 150 12.362 Flow (q) from Route 9 1-0 Notes) 86 8-7'/2 55.49 1.1010 0.449360 Tr(1-0) 13 0 5.842 86 8-7'/2 23.73 1 (See 10-0 150 18.204 Flow (q) from Route 10 5-0 Notes) 99 8-7'/2 79.21 1.1010 0.868194 T(5-0) 15-0 13.040 99 8-7'/2 1'/2 (See 69-1'/2 150 31.244 23-0 -0.004 Notes) 89 8-7'/2 79.21 1.5980 0.141482 E(7-0), 8Tr(1-0), PO(8-0) - g2-1'1/ 13.035 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.32.0 RESCHOOL CLASSROO 1/4/2024 2:30:11 PM Page 9 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Date: 1 /4/2024 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) 89 8-7'/2 2 (See 20-41/2 120 44.275 9-61/2 Notes) 131 8-7'/2 79.21 2.2030 0.044764 2fE(4-9'/2) 29 11 1.339 45.614 Total(Pt) Route 7 371 8-0 5.6 18.21 1 (See 0-7'/2 150 10.579 ••••• Route 8••••• Sprinkler, 5-0 -0.271 Notes) 130 8-7'/2 18.21 1.1010 0.057231 T(5-0) 5-7/� 1 0.322 10.630 Total(Pt) Route 8 356 8-0 5.6 19.61 1 (See 0-7'/2 150 12.264 ••••• Route 9••••• Sprinkler, 5-0 -0.271 Notes) 87 8-7'/2 19.61 1.1010 0.065614 T(5-0) 5-7'/2 0.369 12.362 Total(Pt) Route 9 355 8-0 5.6 23.73 1 (See 0-7'/2 150 17.950 ••••• Route 10••••• Sprinkler, 5-0 -0.271 Notes) 86 8-7'/2 23.73 1.1010 0.093329 T(5-0) 5 71/2 0.525 18.204 Total(Pt) Route 10 133 8-7'h 1 (See 11-0'/2 150 8.922 ..... Route 11 .... • Tr(1-0) 7-0 Notes) 94 8-7'/2 18.23 1.1010 0.057344 E(5-0), Tr(1-0) 18 0'/z 1.034 9.955 Total(Pt) Route 11 176 8-7'/2 1 (See 0-5'/2 150 7.629 ••••• Route 12••••• Tr(1-0) 2-0 Notes) N 174 8-71/2 10.68 1.1010 0.021319 Tr(1-0) 2-5'/2 0.052 7.681 Total(Pt) Route 12 231 8-7'h 1 (See 14-0 150 6.988 ••••• Route 13••••• T(5-0) 10-0 Notes) 232 8-7'/2 3.13 1.1010 0.002199 T(5-0) 24 0 0.053 7.041 Total(Pt) Route 13 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.32.0 RESCHOOL CLASSROO 1/4/2024 2:30:11 PM Page 10 Job Name: TRIKE STOP Remote Area Number: PRESCHOOL CLASSROOM Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 1 /4/2024 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 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 & © M.E.P.CAD 1111 AutoSPRINK 2023 vl8.1.32.0 RESCHOOL CLASSROO 1/4/2024 2:30:11 PM Page 11