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HomeMy WebLinkAboutRevised Fire Suppresion Submittal Amcon - FP.pdf OF THIS DRAWING, IN PART OF FOR THE SERVICES PERFORMED BY VADNAIS HEIGHTS, MN 55110 THIS DRAWING IS THE EXCLUSIVE WRITTEN CONSENT OF ESCAPE REPRODUCTION, OR DUPLICATION EXCLUSIVE USE OF ESCAPE FIRE (651) 771-8874 PROPERTY OF ESCAPE FIRE, WHOLE MAY BE MADE WITHOUT ESCAPE FIRE. NO USE, AND WAS PREPARED FOR THE SUITE 200 3500 WILLOW LAKE BLVD. FIRE PROTECTION. SEE 1/F2 FOR CONTINUATION REVISION: 2 SHEET BTW DATE: SCALE: CLIENT NO.: OF DRAWN BY: JOB #: 25-38960-BW-600 PROJECT DATE: F1 09/05/2025 1/8"= 1'-0" 10/07/2025COASTWISE FIREGUARD REPORT DATED 09/30/25 1 NORTHER STACKS IX AMCON 5360 MAIN ST. NE FRIDLEY, MN 55421 WRITTEN CONSENT OF ESCAPE SUITE 200 FOR THE SERVICES PERFORMED BY WHOLE MAY BE MADE WITHOUT EXCLUSIVE USE OF ESCAPE FIRE VADNAIS HEIGHTS, MN 55110 FIRE PROTECTION. 3500 WILLOW LAKE BLVD. OF THIS DRAWING, IN PART OF AND WAS PREPARED FOR THE PROPERTY OF ESCAPE FIRE, (651) 771-8874 REPRODUCTION, OR DUPLICATION THIS DRAWING IS THE EXCLUSIVE ESCAPE FIRE. NO USE, SEE 5/F1 FOR CONTINUATION 1/8"= 1'-0" DATE: DRAWN BY: CLIENT BTW REVISION: 09/05/2025 PROJECT OF SCALE: SHEET F2 JOB #: 25-38960-BW-600 NO.: DATE: 2 COASTWISE FIREGUARD REPORT DATED 09/30/25 10/07/2025 1 NORTHER STACKS IX AMCON 5360 MAIN ST. NE FRIDLEY, MN 55421 Remote Area 1.PDFHydraulic Overview Hydraulic Overview Job Number: 25-38960 Report Description: ESFR (1) Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Name 1 2256.00 250.00 145.000 79.000 Water Supply Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 25-38960 Brian Weber Northern Stacks IX - AmCon 5360 Main St. NE Fridley, MN Amcon - FP_ESFR_35psi Job Name: Address 1 Address 2 Designer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 2050.33 @ 80.467 Water Supply at Node 1 (2256.00, 0.00, 145.000, 79.000) 35.000 25.2 K-Factor 149.09 at 35.000 99ft² NA 12 Pressure +9.230 (10.3%) Address 3 System Pressure Demand System Flow Demand 80.467 1800.33 250.00 0 Number Of Nozzles Calculated © M.E.P.CAD 10/7/2025 Page 1 AutoSPRINK 2023 v18.1.44.0 1:57:36PM Hydraulic Summary Report Description: ESFR (1) Job Number: 25-38960 Node Flow(gpm) Total Hose Streams 250.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 89.698 80.467 9.230 2256.00250.00 79.000145.000 2050.33Water Supply DesignerJob Number Total Water Required (Including Hose Allowance) 2050.33 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 18624.24gal ESFR 35.000 99ft² NA 12 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Pressure Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 79.479 Right: 80.164 Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.80 between nodes 9 and 7 Maximum Velocity Under Ground 19.99 between nodes 437 and 463 Maximum Velocity Above Ground 25.2 K-Factor 149.09 at 35.000 Most Demanding Sprinkler Data System Fridley, MN Job Site/Building 5360 Main St. NE AHJ Northern Stacks IX - AmCon Job State Certification/License NumberJob Name: Brian Weber25-38960 Contractor Contractor Number 21 Name of Contractor: Escape Fire Protection Address 1 3500 Willow Lake Blvd., #200 Address 2 Vadnais Heights, MN 55110 Contact Name Contact Title Project Manager ExtensionPhone 651-248-8362 FAX E-mail brian@escapefire.com Web-Site Brian Weber Address 3 Address 1 Address 2 Drawing Name Amcon - FP_ESFR_35psi System Flow Demand 1800.33 Remote Area(s) Address 3 10/7/2025© M.E.P.CAD Page 2 AutoSPRINK 2023 v18.1.44.0 1:57:38PM Hydraulic Graph Report Description: ESFR (1) Job Number: 25-38960 79.000 @ 2256.00 Residual: Pressure 145.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 80.467 @ 1800.33 80.467 @ 2050.33 Available Pressure at System Demand 89.698 @ 2050.33 Required Pressure at System Demand Required Pressure at System Demand (Including Hose Allowance at Source) Available Flow @ 20 PSI: 3185.05 © M.E.P.CAD 10/7/2025 Page 3 AutoSPRINK 2023 v18.1.44.0 1:57:39PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: ESFR (1) Job Number: 25-38960 Sprinkler 919 149.98 149.09 25.2 35.422 Sprinkler 920 150.23 149.09 25.2 35.540 Sprinkler 921 151.12 149.09 25.2 35.964 Sprinkler 937 149.09 149.09 25.2 35.000 Sprinkler 938 149.32 149.09 25.2 35.109 Sprinkler 939 150.15 149.09 25.2 35.501 Sprinkler 955 149.09 149.09 25.2 35.003 Sprinkler 956 149.32 149.09 25.2 35.111 Sprinkler 957 150.15 149.09 25.2 35.501 Sprinkler 973 150.23 149.09 25.2 35.539 Sprinkler 974 150.44 149.09 25.2 35.640 Sprinkler 975 151.21 149.09 25.2 36.006 Most Demanding Sprinkler Data © M.E.P.CAD 10/7/2025 Page 4 AutoSPRINK 2023 v18.1.44.0 1:57:40PM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: ESFR (1) Job Number: 25-38960 1 2'-0 S 80.467 1800.33 919 23'-4 Spr(-35.422) 35.422 149.98 920 23'-4 Spr(-35.540) 35.540 150.23 921 23'-4 Spr(-35.964) 35.964 151.12 937 23'-4 Spr(-35.000) 35.000 149.09 938 23'-4 Spr(-35.109) 35.109 149.32 939 23'-4 Spr(-35.501) 35.501 150.15 955 23'-4 Spr(-35.003) 35.003 149.09 956 23'-4 Spr(-35.111) 35.111 149.32 957 23'-4 Spr(-35.501) 35.501 150.15 973 23'-4 Spr(-35.539) 35.539 150.23 974 23'-4 Spr(-35.640) 35.640 150.44 975 23'-4 Spr(-36.006) 36.006 151.21 7 -8'-0 T(79'-8½) 82.722 9 2'-0 E(35'-1) 78.984 11 2'-0 T(35'-0) 75.759 12 -8'-0 T(79'-8½) 81.084 56 21'-0 PO(18'-8½) 44.182 58 21'-0 PO(18'-8½) 44.388 60 21'-0 PO(18'-8½) 45.135 62 21'-0 PO(18'-8½) 46.742 64 21'-0 PO(18'-8½) 48.038 66 21'-0 PO(18'-8½) 49.102 68 21'-0 PO(18'-8½) 49.994 70 21'-0 PO(18'-8½) 50.757 72 21'-0 PO(18'-8½) 51.423 74 21'-0 PO(18'-8½) 52.013 76 21'-0 PO(18'-8½) 52.539 78 21'-0 PO(18'-8½) 53.006 80 21'-0 PO(18'-8½) 53.412 82 21'-0 PO(18'-8½) 53.751 84 21'-0 PO(18'-8½) 54.016 86 21'-0 PO(18'-8½) 54.167 88 21'-0 PO(18'-8½) 54.238 90 21'-0 PO(18'-8½) 54.257 184 21'-0 PO(18'-8½) 56.414 186 21'-0 PO(18'-8½) 56.391 188 21'-0 PO(18'-8½) 56.381 190 21'-0 PO(18'-8½) 56.378 225 21'-0 PO(18'-8½) 49.473 227 21'-0 PO(18'-8½) 49.508 229 21'-0 PO(18'-8½) 49.634 231 21'-0 PO(18'-8½) 49.898 233 21'-0 PO(18'-8½) 50.217 235 21'-0 PO(18'-8½) 50.582 237 21'-0 PO(18'-8½) 50.988 239 21'-0 PO(18'-8½) 51.428 241 21'-0 PO(18'-8½) 51.896 243 21'-0 PO(18'-8½) 52.389 245 21'-0 PO(18'-8½) 52.903 247 21'-0 PO(18'-8½) 53.439 249 21'-0 PO(18'-8½) 54.000 251 21'-0 PO(18'-8½) 54.590 253 21'-0 T(25'-0), Tr(10'-0) 56.527 359 21'-0 57.701 437 2'-0 E(14'-0) 74.799 463 20'-2½ 63.465 © M.E.P.CAD 10/7/2025 Page 5 AutoSPRINK 2023 v18.1.44.0 1:57:40PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (1) • • • • • Route 1 • • • • • Pf Pe Pv BL 2.7050 9.57 0.53 0.000330 9'-0 0.003 937 23'-4 149.09 25.2 35.000 955 23'-4 35.003 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 158.67 8.86 0.059551 9'-0 0.536 955 23'-4 149.09 25.2 35.003 973 23'-4 35.539 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 308.89 17.25 0.204243 25'-10 12.922 973 23'-4 150.23 25.2 35.539 37'-5 1.012 225 21'-0 49.473 63'-3 120 Sprinkler, 2PO(18'-8½) Pf Pe Pv CM 6.3570 308.89 3.12 0.003184 11'-0 0.035 225 21'-0 49.473 227 21'-0 49.508 11'-0 120 Pf Pe Pv CM 6.3570 616.93 6.24 0.011449 11'-0 0.126 227 21'-0 308.03 49.508 229 21'-0 49.634 11'-0 120 Flow (q) from Route 3 Pf Pe Pv CM 6.3570 921.84 9.32 0.024067 11'-0 0.265 229 21'-0 304.91 49.634 231 21'-0 49.898 11'-0 120 Flow (q) from Route 5 Pf Pe Pv CM 6.3570 1018.32 10.29 0.028933 11'-0 0.318 231 21'-0 96.48 49.898 233 21'-0 50.217 11'-0 120 Flow (q) from Route 2 Pf Pe Pv CM 6.3570 1097.28 11.09 0.033220 11'-0 0.365 233 21'-0 78.96 50.217 235 21'-0 50.582 11'-0 120 Flow (q) from Route 25 Pf Pe Pv CM 6.3570 1161.34 11.74 0.036897 11'-0 0.406 235 21'-0 64.06 50.582 237 21'-0 50.988 11'-0 120 Flow (q) from Route 22 Pf Pe Pv CM 6.3570 1212.99 12.26 0.039990 11'-0 0.440 237 21'-0 51.66 50.988 239 21'-0 51.428 11'-0 120 Flow (q) from Route 23 Pf Pe Pv CM 6.3570 1254.75 12.68 0.042574 11'-0 0.468 239 21'-0 41.76 51.428 241 21'-0 51.896 11'-0 120 Flow (q) from Route 19 Pf Pe Pv CM 6.3570 1289.33 13.03 0.044770 11'-0 0.492 241 21'-0 34.58 51.896 243 21'-0 52.389 11'-0 120 Flow (q) from Route 20 Pf Pe Pv CM 6.3570 1319.87 13.34 0.046751 11'-0 0.514 243 21'-0 30.53 52.389 245 21'-0 52.903 11'-0 120 Flow (q) from Route 16 Pf Pe Pv CM 6.3570 1349.87 13.65 0.048736 11'-0 0.536 245 21'-0 30.00 52.903 247 21'-0 53.439 11'-0 120 Flow (q) from Route 17 Pf Pe Pv CM 6.3570 1382.82 13.98 0.050960 11'-0 0.561 247 21'-0 32.95 53.439 249 21'-0 54.000 11'-0 120 Flow (q) from Route 13 Pf Pe Pv CM 6.3570 1421.70 14.37 0.053642 11'-0 0.590 249 21'-0 38.87 54.000 251 21'-0 54.590 11'-0 120 Flow (q) from Route 14 Pf Pe Pv CM 6.3570 1468.82 14.85 0.056978 9'-0 1.937 251 21'-0 47.13 54.590 25'-0 253 21'-0 56.527 34'-0 120 Flow (q) from Route 10 T(25'-0) Pf Pe Pv FM 6.3570 1800.33 18.20 0.083027 14'-1½ 1.174 253 21'-0 331.51 56.527 359 21'-0 57.701 14'-1½ 120 Flow (q) from Route 7 Pf Pe Pv DY 8.2490 1800.33 10.81 0.023344 193'-6 5.428 359 21'-0 57.701 39'-0 0.336 463 20'-2½ 63.465 232'-6 120 3fE(13'-0) Pf Pe Pv FR 6.0650 1800.33 19.99 0.104393 15'-10½ 3.434 463 20'-2½ 63.465 17'-0 7.901 437 2'-0 74.799 32'-10½ 120 DPV, GV(3'-0), E(14'-0) Pf Pe Pv DY 7.9810 1800.33 11.55 0.027418 0'-0 0.960 437 2'-0 74.799 35'-0 11 2'-0 75.759 35'-0 120 T(35'-0) Pf Pe Pv UG 10.4000 1800.33 6.80 0.005679 59'-6 0.990 11 2'-0 75.759 114'-9½ 4.335 12 -8'-0 81.084 174'-3½ 140 E(35'-1), T(79'-8½) © M.E.P.CAD 10/7/2025 Page 6 AutoSPRINK 2023 v18.1.44.0 1:57:41PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (1) Pf Pe Pv UG 10.4000 1296.21 4.90 0.003092 450'-0 1.638 12 -8'-0 81.084 79'-8½ 7 -8'-0 82.722 529'-8½ 140 T(79'-8½) Pf Pe Pv UG 10.4000 1800.33 6.80 0.005679 35'-0 0.597 7 -8'-0 504.12 82.722 70'-2 -4.335 9 2'-0 78.984 105'-2 140 Flow (q) from Route 27 2E(35'-1) Pf Pe Pv CM 8.2490 1800.33 10.81 0.023344 6'-0 1.484 9 2'-0 78.984 57'-6½ 1 2'-0 80.467 63'-6½ 120 CV(52'-10), GV(4'-8½), S 2050.33 250.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 2.7050 139.51 7.79 0.046938 9'-0 0.422 937 23'-4 149.09 25.2 35.000 919 23'-4 35.422 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 289.49 16.16 0.181147 5'-4 7.747 919 23'-4 149.98 25.2 35.422 37'-5 1.012 56 21'-0 44.182 42'-9 120 Sprinkler, 2PO(18'-8½) Pf Pe Pv CM 4.3100 289.49 6.37 0.018740 11'-0 0.206 56 21'-0 44.182 58 21'-0 44.388 11'-0 120 Pf Pe Pv CM 4.3100 580.77 12.77 0.067945 11'-0 0.747 58 21'-0 291.28 44.388 60 21'-0 45.135 11'-0 120 Flow (q) from Route 4 Pf Pe Pv CM 4.3100 878.49 19.32 0.146105 11'-0 1.607 60 21'-0 297.72 45.135 62 21'-0 46.742 11'-0 120 Flow (q) from Route 6 Pf Pe Pv RN 2.7050 96.48 5.39 0.023725 58'-2 3.156 62 21'-0 46.742 74'-10½ 231 21'-0 49.898 133'-0½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 3 • • • • • Pf Pe Pv BL 2.7050 8.27 0.46 0.000252 9'-0 0.002 938 23'-4 149.32 25.2 35.109 956 23'-4 35.111 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 157.59 8.80 0.058808 9'-0 0.529 956 23'-4 149.32 25.2 35.111 974 23'-4 35.640 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 308.03 17.20 0.203192 25'-10 12.856 974 23'-4 150.44 25.2 35.640 37'-5 1.012 227 21'-0 49.508 63'-3 120 Sprinkler, 2PO(18'-8½) • • • • • Route 4 • • • • • Pf Pe Pv BL 2.7050 141.05 7.87 0.047899 9'-0 0.431 938 23'-4 149.32 25.2 35.109 920 23'-4 35.540 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 291.28 16.26 0.183218 5'-4 7.836 920 23'-4 150.23 25.2 35.540 37'-5 1.012 58 21'-0 44.388 42'-9 120 Sprinkler, 2PO(18'-8½) • • • • • Route 5 • • • • • Pf Pe Pv BL 2.7050 3.55 0.20 0.000053 9'-0 0.000 939 23'-4 150.15 25.2 35.501 957 23'-4 35.501 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 153.70 8.58 0.056148 9'-0 0.505 957 23'-4 150.15 25.2 35.501 975 23'-4 36.006 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 304.91 17.02 0.199397 25'-10 12.616 975 23'-4 151.21 25.2 36.006 37'-5 1.012 229 21'-0 49.634 63'-3 120 Sprinkler, 2PO(18'-8½) • • • • • Route 6 • • • • • Pf Pe Pv BL 2.7050 146.60 8.18 0.051445 9'-0 0.463 939 23'-4 150.15 25.2 35.501 921 23'-4 35.964 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 297.72 16.62 0.190787 5'-4 8.160 921 23'-4 151.12 25.2 35.964 37'-5 1.012 60 21'-0 45.135 42'-9 120 Sprinkler, 2PO(18'-8½) • • • • • Route 7 • • • • • © M.E.P.CAD 10/7/2025 Page 7 AutoSPRINK 2023 v18.1.44.0 1:57:41PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (1) Pf Pe Pv RN 2.7050 82.95 4.63 0.017941 49'-1 2.224 86 21'-0 245.10 54.167 74'-10½ 186 21'-0 56.391 123'-11½ 120 PO(18'-8½), Flow (q) from Route 12 3PO(18'-8½) Pf Pe Pv CM 6.3570 245.10 2.48 0.002075 11'-0 0.023 186 21'-0 162.15 56.391 184 21'-0 56.414 11'-0 120 Flow (q) from Route 8 Pf Pe Pv CM 6.3570 331.51 3.35 0.003629 11'-1 0.113 184 21'-0 86.41 56.414 20'-0 253 21'-0 56.527 31'-1 120 Flow (q) from Route 11 fE(10'-0), Tr(10'-0) • • • • • Route 8 • • • • • Pf Pe Pv CM 4.3100 162.15 3.57 0.006413 11'-0 0.071 86 21'-0 245.10 54.167 88 21'-0 54.238 11'-0 120 Flow (q) from Route 12 Pf Pe Pv RN 2.7050 81.30 4.54 0.017286 49'-1 2.143 88 21'-0 54.238 74'-10½ 188 21'-0 56.381 123'-11½ 120 PO(18'-8½) 3PO(18'-8½) Pf Pe Pv CM 6.3570 162.15 1.64 0.000966 11'-0 0.011 188 21'-0 80.84 56.381 186 21'-0 56.391 11'-0 120 Flow (q) from Route 9 • • • • • Route 9 • • • • • Pf Pe Pv CM 4.3100 80.84 1.78 0.001770 11'-0 0.019 88 21'-0 81.30 54.238 90 21'-0 54.257 11'-0 120 Flow (q) from Route 8 Pf Pe Pv RN 2.7050 80.84 4.51 0.017106 49'-1 2.120 90 21'-0 54.257 74'-10½ 190 21'-0 56.378 123'-11½ 120 PO(18'-8½) 3PO(18'-8½) Pf Pe Pv CM 6.3570 80.84 0.82 0.000267 11'-0 0.003 190 21'-0 56.378 188 21'-0 56.381 11'-0 120 • • • • • Route 10 • • • • • Pf Pe Pv RN 2.7050 47.13 2.63 0.006304 58'-2 0.839 82 21'-0 378.64 53.751 74'-10½ 251 21'-0 54.590 133'-0½ 120 PO(18'-8½), Flow (q) from Route 15 3PO(18'-8½) • • • • • Route 11 • • • • • Pf Pe Pv CM 4.3100 331.51 7.29 0.024080 11'-0 0.265 82 21'-0 378.64 53.751 84 21'-0 54.016 11'-0 120 Flow (q) from Route 15 Pf Pe Pv RN 2.7050 86.41 4.82 0.019348 49'-1 2.398 84 21'-0 54.016 74'-10½ 184 21'-0 56.414 123'-11½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 12 • • • • • Pf Pe Pv CM 4.3100 245.10 5.39 0.013773 11'-0 0.152 84 21'-0 86.41 54.016 86 21'-0 54.167 11'-0 120 Flow (q) from Route 11 • • • • • Route 13 • • • • • Pf Pe Pv RN 2.7050 32.95 1.84 0.003252 58'-2 0.433 78 21'-0 450.47 53.006 74'-10½ 247 21'-0 53.439 133'-0½ 120 PO(18'-8½), Flow (q) from Route 18 3PO(18'-8½) • • • • • Route 14 • • • • • Pf Pe Pv CM 4.3100 417.51 9.18 0.036897 11'-0 0.406 78 21'-0 450.47 53.006 80 21'-0 53.412 11'-0 120 Flow (q) from Route 18 Pf Pe Pv RN 2.7050 38.87 2.17 0.004415 58'-2 0.587 80 21'-0 53.412 74'-10½ 249 21'-0 54.000 133'-0½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 15 • • • • • Pf Pe Pv CM 4.3100 378.64 8.33 0.030794 11'-0 0.339 80 21'-0 38.87 53.412 82 21'-0 53.751 11'-0 120 Flow (q) from Route 14 • • • • • Route 16 • • • • • Pf Pe Pv RN 2.7050 30.53 1.70 0.002824 58'-2 0.376 74 21'-0 511.00 52.013 74'-10½ 243 21'-0 52.389 133'-0½ 120 PO(18'-8½), Flow (q) from Route 21 3PO(18'-8½) • • • • • Route 17 • • • • • © M.E.P.CAD 10/7/2025 Page 8 AutoSPRINK 2023 v18.1.44.0 1:57:41PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (1) Pf Pe Pv CM 4.3100 480.47 10.57 0.047844 11'-0 0.526 74 21'-0 511.00 52.013 76 21'-0 52.539 11'-0 120 Flow (q) from Route 21 Pf Pe Pv RN 2.7050 30.00 1.67 0.002733 58'-2 0.364 76 21'-0 52.539 74'-10½ 245 21'-0 52.903 133'-0½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 18 • • • • • Pf Pe Pv CM 4.3100 450.47 9.91 0.042464 11'-0 0.467 76 21'-0 30.00 52.539 78 21'-0 53.006 11'-0 120 Flow (q) from Route 17 • • • • • Route 19 • • • • • Pf Pe Pv RN 2.7050 41.76 2.33 0.005039 58'-2 0.670 70 21'-0 587.34 50.757 74'-10½ 239 21'-0 51.428 133'-0½ 120 PO(18'-8½), Flow (q) from Route 24 3PO(18'-8½) • • • • • Route 20 • • • • • Pf Pe Pv CM 4.3100 545.58 12.00 0.060525 11'-0 0.666 70 21'-0 587.34 50.757 72 21'-0 51.423 11'-0 120 Flow (q) from Route 24 Pf Pe Pv RN 2.7050 34.58 1.93 0.003555 58'-2 0.473 72 21'-0 51.423 74'-10½ 241 21'-0 51.896 133'-0½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 21 • • • • • Pf Pe Pv CM 4.3100 511.00 11.24 0.053620 11'-0 0.590 72 21'-0 34.58 51.423 74 21'-0 52.013 11'-0 120 Flow (q) from Route 20 • • • • • Route 22 • • • • • Pf Pe Pv RN 2.7050 64.06 3.58 0.011122 58'-2 1.480 66 21'-0 703.06 49.102 74'-10½ 235 21'-0 50.582 133'-0½ 120 PO(18'-8½), Flow (q) from Route 26 3PO(18'-8½) • • • • • Route 23 • • • • • Pf Pe Pv CM 4.3100 639.00 14.05 0.081081 11'-0 0.892 66 21'-0 703.06 49.102 68 21'-0 49.994 11'-0 120 Flow (q) from Route 26 Pf Pe Pv RN 2.7050 51.66 2.88 0.007469 58'-2 0.994 68 21'-0 49.994 74'-10½ 237 21'-0 50.988 133'-0½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 24 • • • • • Pf Pe Pv CM 4.3100 587.34 12.92 0.069374 11'-0 0.763 68 21'-0 51.66 49.994 70 21'-0 50.757 11'-0 120 Flow (q) from Route 23 • • • • • Route 25 • • • • • Pf Pe Pv CM 4.3100 782.02 17.20 0.117814 11'-0 1.296 62 21'-0 96.48 46.742 64 21'-0 48.038 11'-0 120 Flow (q) from Route 2 Pf Pe Pv RN 2.7050 78.96 4.41 0.016376 58'-2 2.179 64 21'-0 48.038 74'-10½ 233 21'-0 50.217 133'-0½ 120 PO(18'-8½) 3PO(18'-8½) • • • • • Route 26 • • • • • Pf Pe Pv CM 4.3100 703.06 15.46 0.096756 11'-0 1.064 64 21'-0 78.96 48.038 66 21'-0 49.102 11'-0 120 Flow (q) from Route 25 • • • • • Route 27 • • • • • Pf Pe Pv UG 10.4000 504.12 1.90 0.000539 2854'-6½ 1.638 12 -8'-0 1296.21 81.084 184'-11½ 7 -8'-0 82.722 3039'-5½ 140 Flow (q) from Route 1 2E(35'-1), 2EE(17'-6½), T(79'-8 ½) 1.51 4.87 )( 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD 10/7/2025 Page 9 AutoSPRINK 2023 v18.1.44.0 1:57:41PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (1) Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SN Swing Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° 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 10/7/2025 Page 10 AutoSPRINK 2023 v18.1.44.0 1:57:41PM Remote Area 2.PDFHydraulic Overview Hydraulic Overview Job Number: 25-38960 Report Description: ESFR (2) Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Name 1 2256.00 250.00 145.000 79.000 Water Supply Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 25-38960 Brian Weber Northern Stacks IX - AmCon 5360 Main St. NE Fridley, MN Amcon - FP_ESFR_35psi Job Name: Address 1 Address 2 Designer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 2046.26 @ 77.107 Water Supply at Node 1 (2256.00, 0.00, 145.000, 79.000) 35.000 25.2 K-Factor 149.09 at 35.000 99ft² NA 12 Pressure +12.795 (14.2%) Address 3 System Pressure Demand System Flow Demand 77.107 1796.26 250.00 0 Number Of Nozzles Calculated © M.E.P.CAD 10/7/2025 Page 1 AutoSPRINK 2023 v18.1.44.0 1:57:57PM Hydraulic Summary Report Description: ESFR (2) Job Number: 25-38960 Node Flow(gpm) Total Hose Streams 250.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 89.901 77.107 12.795 2256.00250.00 79.000145.000 2046.26Water Supply DesignerJob Number Total Water Required (Including Hose Allowance) 2046.26 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 18624.24gal ESFR 35.000 99ft² NA 12 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Pressure Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 77.013 Right: 76.937 Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.78 between nodes 9 and 7 Maximum Velocity Under Ground 19.95 between nodes 476 and 483 Maximum Velocity Above Ground 25.2 K-Factor 149.09 at 35.000 Most Demanding Sprinkler Data System Fridley, MN Job Site/Building 5360 Main St. NE AHJ Northern Stacks IX - AmCon Job State Certification/License NumberJob Name: Brian Weber25-38960 Contractor Contractor Number 21 Name of Contractor: Escape Fire Protection Address 1 3500 Willow Lake Blvd., #200 Address 2 Vadnais Heights, MN 55110 Contact Name Contact Title Project Manager ExtensionPhone 651-248-8362 FAX E-mail brian@escapefire.com Web-Site Brian Weber Address 3 Address 1 Address 2 Drawing Name Amcon - FP_ESFR_35psi System Flow Demand 1796.26 Remote Area(s) Address 3 10/7/2025© M.E.P.CAD Page 2 AutoSPRINK 2023 v18.1.44.0 1:57:59PM Hydraulic Graph Report Description: ESFR (2) Job Number: 25-38960 79.000 @ 2256.00 Residual: Pressure 145.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 77.107 @ 1796.26 77.107 @ 2046.26 Available Pressure at System Demand 89.901 @ 2046.26 Required Pressure at System Demand Required Pressure at System Demand (Including Hose Allowance at Source) Available Flow @ 20 PSI: 3185.05 © M.E.P.CAD 10/7/2025 Page 3 AutoSPRINK 2023 v18.1.44.0 1:58:00PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: ESFR (2) Job Number: 25-38960 Sprinkler 1182 150.07 149.09 25.2 35.463 Sprinkler 1183 150.12 149.09 25.2 35.487 Sprinkler 1184 150.30 149.09 25.2 35.574 Sprinkler 1204 149.09 149.09 25.2 35.000 Sprinkler 1205 149.14 149.09 25.2 35.024 Sprinkler 1206 149.32 149.09 25.2 35.110 Sprinkler 1226 149.09 149.09 25.2 35.000 Sprinkler 1227 149.14 149.09 25.2 35.024 Sprinkler 1228 149.32 149.09 25.2 35.111 Sprinkler 1248 150.13 149.09 25.2 35.493 Sprinkler 1249 150.18 149.09 25.2 35.517 Sprinkler 1250 150.37 149.09 25.2 35.605 Most Demanding Sprinkler Data © M.E.P.CAD 10/7/2025 Page 4 AutoSPRINK 2023 v18.1.44.0 1:58:01PM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: ESFR (2) Job Number: 25-38960 715 21'-0 PO(18'-8½) 51.158 717 21'-0 PO(18'-8½) 51.395 719 21'-0 PO(18'-8½) 51.623 721 21'-0 PO(18'-8½) 51.842 723 21'-0 PO(18'-8½) 52.051 725 21'-0 PO(18'-8½) 52.248 727 21'-0 PO(18'-8½) 52.430 729 21'-0 PO(18'-8½) 52.598 731 21'-0 PO(18'-8½) 52.748 733 21'-0 PO(18'-8½) 52.881 735 21'-0 PO(18'-8½) 52.994 737 21'-0 PO(18'-8½) 53.086 739 21'-0 PO(18'-8½) 53.158 741 21'-0 PO(18'-8½) 53.210 743 21'-0 PO(18'-8½) 53.243 745 21'-0 PO(18'-8½) 53.260 747 21'-0 PO(18'-8½) 53.265 1 2'-0 S 77.107 1796.26 1182 23'-2 Spr(-35.463) 35.463 150.07 1183 23'-2 Spr(-35.487) 35.487 150.12 1184 23'-2 Spr(-35.574) 35.574 150.30 1204 23'-2 Spr(-35.000) 35.000 149.09 1205 23'-2 Spr(-35.024) 35.024 149.14 1206 23'-2 Spr(-35.110) 35.110 149.32 1226 23'-2 Spr(-35.000) 35.000 149.09 1227 23'-2 Spr(-35.024) 35.024 149.14 1228 23'-2 Spr(-35.111) 35.111 149.32 1248 23'-2 Spr(-35.493) 35.493 150.13 1249 23'-2 Spr(-35.517) 35.517 150.18 1250 23'-2 Spr(-35.605) 35.605 150.37 7 -8'-0 T(79'-8½) 79.370 9 2'-0 E(35'-1) 75.629 11 2'-0 T(35'-0) 72.418 12 -8'-0 T(79'-8½) 77.739 362 21'-0 PO(18'-8½) 50.357 364 21'-0 PO(18'-8½) 50.390 366 21'-0 PO(18'-8½) 50.507 368 21'-0 PO(18'-8½) 50.755 370 21'-0 PO(18'-8½) 51.010 372 21'-0 PO(18'-8½) 51.271 374 21'-0 PO(18'-8½) 51.540 376 21'-0 PO(18'-8½) 51.817 378 21'-0 PO(18'-8½) 52.105 380 21'-0 PO(18'-8½) 52.404 382 21'-0 PO(18'-8½) 52.719 384 21'-0 PO(18'-8½) 53.051 386 21'-0 PO(18'-8½) 53.403 388 21'-0 PO(18'-8½) 53.781 390 21'-0 PO(18'-8½) 54.188 392 21'-0 PO(18'-8½) 54.629 394 21'-0 PO(18'-8½) 55.111 396 21'-0 PO(18'-8½) 55.640 398 21'-0 PO(18'-8½) 56.224 400 21'-0 PO(18'-8½) 56.872 402 21'-0 PO(18'-8½) 57.595 404 21'-0 PO(18'-8½) 58.405 434 21'-0 58.478 476 2'-0 E(14'-0) 71.462 483 20'-2½ 60.142 705 21'-0 PO(18'-8½) 50.254 707 21'-0 PO(18'-8½) 50.288 709 21'-0 PO(18'-8½) 50.409 © M.E.P.CAD 10/7/2025 Page 5 AutoSPRINK 2023 v18.1.44.0 1:58:02PM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: ESFR (2) Job Number: 25-38960 711 21'-0 PO(18'-8½) 50.665 713 21'-0 PO(18'-8½) 50.915 © M.E.P.CAD 10/7/2025 Page 6 AutoSPRINK 2023 v18.1.44.0 1:58:02PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (2) • • • • • Route 1 • • • • • Pf Pe Pv BL 2.7050 146.53 8.18 0.051403 9'-0 0.463 1204 23'-2 149.09 25.2 35.000 1182 23'-2 35.463 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 296.60 16.56 0.189461 44'-2 13.958 1182 23'-2 150.07 25.2 35.463 29'-6 0.937 362 21'-0 50.357 73'-8 120 Sprinkler, T(10'-9½), PO(18'-8½) Pf Pe Pv CM 6.3570 296.60 3.00 0.002954 11'-0 0.032 362 21'-0 50.357 364 21'-0 50.390 11'-0 120 Pf Pe Pv CM 6.3570 593.30 6.00 0.010651 11'-0 0.117 364 21'-0 296.70 50.390 366 21'-0 50.507 11'-0 120 Flow (q) from Route 3 Pf Pe Pv CM 6.3570 890.34 9.00 0.022568 11'-0 0.248 366 21'-0 297.04 50.507 368 21'-0 50.755 11'-0 120 Flow (q) from Route 5 Pf Pe Pv CM 6.3570 902.66 9.12 0.023149 11'-0 0.255 368 21'-0 12.32 50.755 370 21'-0 51.010 11'-0 120 Flow (q) from Route 2 Pf Pe Pv CM 6.3570 915.33 9.25 0.023754 11'-0 0.261 370 21'-0 12.67 51.010 372 21'-0 51.271 11'-0 120 Flow (q) from Route 7 Pf Pe Pv CM 6.3570 929.24 9.39 0.024426 11'-0 0.269 372 21'-0 13.90 51.271 374 21'-0 51.540 11'-0 120 Flow (q) from Route 8 Pf Pe Pv CM 6.3570 945.17 9.55 0.025206 11'-0 0.277 374 21'-0 15.93 51.540 376 21'-0 51.817 11'-0 120 Flow (q) from Route 9 Pf Pe Pv CM 6.3570 963.81 9.74 0.026133 11'-0 0.287 376 21'-0 18.64 51.817 378 21'-0 52.105 11'-0 120 Flow (q) from Route 10 Pf Pe Pv CM 6.3570 985.74 9.96 0.027244 11'-0 0.300 378 21'-0 21.93 52.105 380 21'-0 52.404 11'-0 120 Flow (q) from Route 11 Pf Pe Pv CM 6.3570 1011.51 10.22 0.028576 11'-0 0.314 380 21'-0 25.77 52.404 382 21'-0 52.719 11'-0 120 Flow (q) from Route 12 Pf Pe Pv CM 6.3570 1041.61 10.53 0.030169 11'-0 0.332 382 21'-0 30.10 52.719 384 21'-0 53.051 11'-0 120 Flow (q) from Route 13 Pf Pe Pv CM 6.3570 1076.53 10.88 0.032067 11'-0 0.353 384 21'-0 34.92 53.051 386 21'-0 53.403 11'-0 120 Flow (q) from Route 14 Pf Pe Pv CM 6.3570 1116.75 11.29 0.034319 11'-0 0.378 386 21'-0 40.22 53.403 388 21'-0 53.781 11'-0 120 Flow (q) from Route 15 Pf Pe Pv CM 6.3570 1162.74 11.75 0.036979 11'-0 0.407 388 21'-0 45.99 53.781 390 21'-0 54.188 11'-0 120 Flow (q) from Route 16 Pf Pe Pv CM 6.3570 1214.99 12.28 0.040112 11'-0 0.441 390 21'-0 52.25 54.188 392 21'-0 54.629 11'-0 120 Flow (q) from Route 17 Pf Pe Pv CM 6.3570 1273.96 12.88 0.043788 11'-0 0.482 392 21'-0 58.98 54.629 394 21'-0 55.111 11'-0 120 Flow (q) from Route 18 Pf Pe Pv CM 6.3570 1340.15 13.55 0.048089 11'-0 0.529 394 21'-0 66.19 55.111 396 21'-0 55.640 11'-0 120 Flow (q) from Route 19 Pf Pe Pv CM 6.3570 1414.04 14.29 0.053109 11'-0 0.584 396 21'-0 73.89 55.640 398 21'-0 56.224 11'-0 120 Flow (q) from Route 20 Pf Pe Pv CM 6.3570 1496.11 15.12 0.058952 11'-0 0.648 398 21'-0 82.07 56.224 400 21'-0 56.872 11'-0 120 Flow (q) from Route 21 Pf Pe Pv CM 6.3570 1586.85 16.04 0.065736 11'-0 0.723 400 21'-0 90.74 56.872 402 21'-0 57.595 11'-0 120 Flow (q) from Route 22 © M.E.P.CAD 10/7/2025 Page 7 AutoSPRINK 2023 v18.1.44.0 1:58:03PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (2) Pf Pe Pv CM 6.3570 1686.74 17.05 0.073596 11'-0 0.810 402 21'-0 99.89 57.595 404 21'-0 58.405 11'-0 120 Flow (q) from Route 23 Pf Pe Pv CM 6.3570 1796.26 18.16 0.082679 0'-10½ 0.073 404 21'-0 109.52 58.405 434 21'-0 58.478 0'-10½ 120 Flow (q) from Route 24 Pf Pe Pv DY 8.2490 1796.26 10.78 0.023247 18'-1½ 1.328 434 21'-0 58.478 39'-0 0.336 483 20'-2½ 60.142 57'-1½ 120 3fE(13'-0) Pf Pe Pv FR 6.0650 1796.26 19.95 0.103956 15'-10½ 3.419 483 20'-2½ 60.142 17'-0 7.901 476 2'-0 71.462 32'-10½ 120 DPV, GV(3'-0), E(14'-0) Pf Pe Pv DY 7.9810 1796.26 11.52 0.027303 0'-0 0.956 476 2'-0 71.462 35'-0 11 2'-0 72.418 35'-0 120 T(35'-0) Pf Pe Pv UG 10.4000 1796.26 6.78 0.005655 59'-6 0.986 11 2'-0 72.418 114'-9½ 4.335 12 -8'-0 77.739 174'-3½ 140 E(35'-1), T(79'-8½) Pf Pe Pv UG 10.4000 1293.27 4.88 0.003079 450'-0 1.631 12 -8'-0 77.739 79'-8½ 7 -8'-0 79.370 529'-8½ 140 T(79'-8½) Pf Pe Pv UG 10.4000 1796.26 6.78 0.005655 35'-0 0.595 7 -8'-0 502.98 79.370 70'-2 -4.335 9 2'-0 75.629 105'-2 140 Flow (q) from Route 25 2E(35'-1) Pf Pe Pv CM 8.2490 1796.26 10.78 0.023247 6'-0 1.477 9 2'-0 75.629 57'-6½ 1 2'-0 77.107 63'-6½ 120 CV(52'-10), GV(4'-8½), S 2046.26 250.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 2.7050 2.55 0.14 0.000029 9'-0 0.000 1204 23'-2 149.09 25.2 35.000 1226 23'-2 35.000 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 151.64 8.47 0.054763 9'-0 0.493 1226 23'-2 149.09 25.2 35.000 1248 23'-2 35.493 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 301.77 16.85 0.195611 41'-2 13.824 1248 23'-2 150.13 25.2 35.493 29'-6 0.937 705 21'-0 50.254 70'-8 120 Sprinkler, T(10'-9½), PO(18'-8½) Pf Pe Pv CM 6.3570 301.77 3.05 0.003049 11'-0 0.034 705 21'-0 50.254 707 21'-0 50.288 11'-0 120 Pf Pe Pv CM 6.3570 603.65 6.10 0.010997 11'-0 0.121 707 21'-0 301.88 50.288 709 21'-0 50.409 11'-0 120 Flow (q) from Route 4 Pf Pe Pv CM 6.3570 905.92 9.16 0.023304 11'-0 0.256 709 21'-0 302.27 50.409 711 21'-0 50.665 11'-0 120 Flow (q) from Route 6 Pf Pe Pv RN 2.7050 12.32 0.69 0.000527 112'-4 0.090 711 21'-0 50.665 59'-0 368 21'-0 50.755 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 3 • • • • • Pf Pe Pv BL 2.7050 146.58 8.18 0.051432 9'-0 0.463 1205 23'-2 149.14 25.2 35.024 1183 23'-2 35.487 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 296.70 16.56 0.189574 44'-2 13.966 1183 23'-2 150.12 25.2 35.487 29'-6 0.937 364 21'-0 50.390 73'-8 120 Sprinkler, T(10'-9½), PO(18'-8½) • • • • • Route 4 • • • • • Pf Pe Pv BL 2.7050 2.56 0.14 0.000029 9'-0 0.000 1205 23'-2 149.14 25.2 35.024 1227 23'-2 35.024 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 151.69 8.47 0.054801 9'-0 0.493 1227 23'-2 149.14 25.2 35.024 1249 23'-2 35.517 9'-0 120 Sprinkler © M.E.P.CAD 10/7/2025 Page 8 AutoSPRINK 2023 v18.1.44.0 1:58:03PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (2) Pf Pe Pv BL 2.7050 301.88 16.85 0.195742 41'-2 13.833 1249 23'-2 150.18 25.2 35.517 29'-6 0.937 707 21'-0 50.288 70'-8 120 Sprinkler, T(10'-9½), PO(18'-8½) • • • • • Route 5 • • • • • Pf Pe Pv BL 2.7050 146.74 8.19 0.051535 9'-0 0.464 1206 23'-2 149.32 25.2 35.110 1184 23'-2 35.574 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 297.04 16.58 0.189980 44'-2 13.996 1184 23'-2 150.30 25.2 35.574 29'-6 0.937 366 21'-0 50.507 73'-8 120 Sprinkler, T(10'-9½), PO(18'-8½) • • • • • Route 6 • • • • • Pf Pe Pv BL 2.7050 2.58 0.14 0.000029 9'-0 0.000 1206 23'-2 149.32 25.2 35.110 1228 23'-2 35.111 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 151.90 8.48 0.054941 9'-0 0.494 1228 23'-2 149.32 25.2 35.111 1250 23'-2 35.605 9'-0 120 Sprinkler Pf Pe Pv BL 2.7050 302.27 16.88 0.196215 41'-2 13.867 1250 23'-2 150.37 25.2 35.605 29'-6 0.937 709 21'-0 50.409 70'-8 120 Sprinkler, T(10'-9½), PO(18'-8½) • • • • • Route 7 • • • • • Pf Pe Pv CM 6.3570 893.59 9.03 0.022721 11'-0 0.250 711 21'-0 12.32 50.665 713 21'-0 50.915 11'-0 120 Flow (q) from Route 2 Pf Pe Pv RN 2.7050 12.67 0.71 0.000555 112'-4 0.095 713 21'-0 50.915 59'-0 370 21'-0 51.010 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 8 • • • • • Pf Pe Pv CM 6.3570 880.92 8.90 0.022128 11'-0 0.243 713 21'-0 12.67 50.915 715 21'-0 51.158 11'-0 120 Flow (q) from Route 7 Pf Pe Pv RN 2.7050 13.90 0.78 0.000659 112'-4 0.113 715 21'-0 51.158 59'-0 372 21'-0 51.271 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 9 • • • • • Pf Pe Pv CM 6.3570 867.02 8.76 0.021487 11'-0 0.236 715 21'-0 13.90 51.158 717 21'-0 51.395 11'-0 120 Flow (q) from Route 8 Pf Pe Pv RN 2.7050 15.93 0.89 0.000848 112'-4 0.145 717 21'-0 51.395 59'-0 374 21'-0 51.540 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 10 • • • • • Pf Pe Pv CM 6.3570 851.09 8.60 0.020762 11'-0 0.228 717 21'-0 15.93 51.395 719 21'-0 51.623 11'-0 120 Flow (q) from Route 9 Pf Pe Pv RN 2.7050 18.64 1.04 0.001133 112'-4 0.194 719 21'-0 51.623 59'-0 376 21'-0 51.817 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 11 • • • • • Pf Pe Pv CM 6.3570 832.45 8.41 0.019929 11'-0 0.219 719 21'-0 18.64 51.623 721 21'-0 51.842 11'-0 120 Flow (q) from Route 10 Pf Pe Pv RN 2.7050 21.93 1.22 0.001531 112'-4 0.262 721 21'-0 51.842 59'-0 378 21'-0 52.105 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 12 • • • • • Pf Pe Pv CM 6.3570 810.52 8.19 0.018968 11'-0 0.209 721 21'-0 21.93 51.842 723 21'-0 52.051 11'-0 120 Flow (q) from Route 11 Pf Pe Pv RN 2.7050 25.77 1.44 0.002063 112'-4 0.353 723 21'-0 52.051 59'-0 380 21'-0 52.404 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 13 • • • • • Pf Pe Pv CM 6.3570 784.75 7.93 0.017868 11'-0 0.197 723 21'-0 25.77 52.051 725 21'-0 52.248 11'-0 120 Flow (q) from Route 12 © M.E.P.CAD 10/7/2025 Page 9 AutoSPRINK 2023 v18.1.44.0 1:58:03PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (2) Pf Pe Pv RN 2.7050 30.10 1.68 0.002750 112'-4 0.471 725 21'-0 52.248 59'-0 382 21'-0 52.719 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 14 • • • • • Pf Pe Pv CM 6.3570 754.65 7.63 0.016620 11'-0 0.183 725 21'-0 30.10 52.248 727 21'-0 52.430 11'-0 120 Flow (q) from Route 13 Pf Pe Pv RN 2.7050 34.92 1.95 0.003620 112'-4 0.620 727 21'-0 52.430 59'-0 384 21'-0 53.051 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 15 • • • • • Pf Pe Pv CM 6.3570 719.73 7.28 0.015226 11'-0 0.167 727 21'-0 34.92 52.430 729 21'-0 52.598 11'-0 120 Flow (q) from Route 14 Pf Pe Pv RN 2.7050 40.22 2.25 0.004701 112'-4 0.806 729 21'-0 52.598 59'-0 386 21'-0 53.403 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 16 • • • • • Pf Pe Pv CM 6.3570 679.51 6.87 0.013689 11'-0 0.151 729 21'-0 40.22 52.598 731 21'-0 52.748 11'-0 120 Flow (q) from Route 15 Pf Pe Pv RN 2.7050 45.99 2.57 0.006026 112'-4 1.032 731 21'-0 52.748 59'-0 388 21'-0 53.781 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 17 • • • • • Pf Pe Pv CM 6.3570 633.52 6.40 0.012024 11'-0 0.132 731 21'-0 45.99 52.748 733 21'-0 52.881 11'-0 120 Flow (q) from Route 16 Pf Pe Pv RN 2.7050 52.25 2.92 0.007628 112'-4 1.307 733 21'-0 52.881 59'-0 390 21'-0 54.188 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 18 • • • • • Pf Pe Pv CM 6.3570 581.27 5.88 0.010254 11'-0 0.113 733 21'-0 52.25 52.881 735 21'-0 52.994 11'-0 120 Flow (q) from Route 17 Pf Pe Pv RN 2.7050 58.98 3.29 0.009544 112'-4 1.635 735 21'-0 52.994 59'-0 392 21'-0 54.629 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 19 • • • • • Pf Pe Pv CM 6.3570 522.29 5.28 0.008413 11'-0 0.093 735 21'-0 58.98 52.994 737 21'-0 53.086 11'-0 120 Flow (q) from Route 18 Pf Pe Pv RN 2.7050 66.19 3.70 0.011815 112'-4 2.024 737 21'-0 53.086 59'-0 394 21'-0 55.111 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 20 • • • • • Pf Pe Pv CM 6.3570 456.10 4.61 0.006548 11'-0 0.072 737 21'-0 66.19 53.086 739 21'-0 53.158 11'-0 120 Flow (q) from Route 19 Pf Pe Pv RN 2.7050 73.89 4.12 0.014482 112'-4 2.481 739 21'-0 53.158 59'-0 396 21'-0 55.640 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 21 • • • • • Pf Pe Pv CM 6.3570 382.22 3.86 0.004722 11'-0 0.052 739 21'-0 73.89 53.158 741 21'-0 53.210 11'-0 120 Flow (q) from Route 20 Pf Pe Pv RN 2.7050 82.07 4.58 0.017589 112'-4 3.014 741 21'-0 53.210 59'-0 398 21'-0 56.224 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 22 • • • • • Pf Pe Pv CM 6.3570 300.15 3.03 0.003019 11'-0 0.033 741 21'-0 82.07 53.210 743 21'-0 53.243 11'-0 120 Flow (q) from Route 21 Pf Pe Pv RN 2.7050 90.74 5.07 0.021180 112'-4 3.629 743 21'-0 53.243 59'-0 400 21'-0 56.872 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 23 • • • • • © M.E.P.CAD 10/7/2025 Page 10 AutoSPRINK 2023 v18.1.44.0 1:58:03PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (2) Pf Pe Pv CM 6.3570 209.41 2.12 0.001551 11'-0 0.017 743 21'-0 90.74 53.243 745 21'-0 53.260 11'-0 120 Flow (q) from Route 22 Pf Pe Pv RN 2.7050 99.89 5.58 0.025300 112'-4 4.335 745 21'-0 53.260 59'-0 402 21'-0 57.595 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 24 • • • • • Pf Pe Pv CM 6.3570 109.52 1.11 0.000468 11'-0 0.005 745 21'-0 99.89 53.260 747 21'-0 53.265 11'-0 120 Flow (q) from Route 23 Pf Pe Pv RN 2.7050 109.52 6.11 0.029995 112'-4 5.139 747 21'-0 53.265 59'-0 404 21'-0 58.405 171'-4 120 PO(18'-8½) 2T(10'-9½), PO(18'-8½) • • • • • Route 25 • • • • • Pf Pe Pv UG 10.4000 502.98 1.90 0.000537 2854'-6½ 1.631 12 -8'-0 1293.27 77.739 184'-11½ 7 -8'-0 79.370 3039'-5½ 140 Flow (q) from Route 1 2E(35'-1), 2EE(17'-6½), T(79'-8 ½) 1.51 4.87 )( 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD 10/7/2025 Page 11 AutoSPRINK 2023 v18.1.44.0 1:58:03PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 25-38960 Report Description: ESFR (2) Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SN Swing Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD 10/7/2025 Page 12 AutoSPRINK 2023 v18.1.44.0 1:58:03PM