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HomeMy WebLinkAbout2827 WHIPTAIL LOOP; ; FPC2017-0370; PermitJ11 Iil :ii.] TI iieiBe:r1miIt Print Date: 04/20/2022 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010-6670 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091202600 Track #: Valuation: $10,225,323.98 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2017-0370 Status: Closed - Finaled Fire Sprinklers Applied: 12/12/2017 Issued: 01/16/2018 DEV2016-0032 Finaled Close Out: 08/19/2021 Inspector: Final Inspection: Project Title: CARLSBAD OAKS LOT NORTH 24 Description: LOT 24 WAREHOUSE -NEW ESFR SPRINKLER SYSTEM /3 RISERS - 1469 HEADS FPContractor: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AVE SAN DIEGO, CA 92113-1702 (619) 266-6030 FEE AMOUNT FIRE ESFR Fire Sprinkler System (Initial system) $230.00 FIRE ESFR Fire Sprinkler System (Initial system) $230.00 FIRE ESFR Fire Sprinkler System (Initial system) $832.00 Total Fees: $1,292.00 Total Payments To Date: $10292.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Roof Piping Design Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: RA# 1 Ordinary Group II 0.200g pm/ft2 1500.00ft2 (Actual 1575.89ft2) 100. 00ft2 Upright 14 a Calculation Date: 1/5/2018 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm gpm at Node: 1 Type: Allowance at Source 250.00 gpm at Node: 35 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 525.05gpm @ 51.246 psi Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: N/A ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA# 1 1/5/2018 9:50:09AM Page 1 15500 12400 13950 6200 9300 7750 10850 Flow -gpm © M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.69.0 1/5/2018 9:50:11 AM Page 2 0 60 Job Name: Drawing2 Remote Area Number: RA# 1 150- 105 135 120 45 W. - Available Static Pressure Supply 14.000____ _________ __________ ____________ ______________ Water Supply Summary Sheet Node: I 5205 51.246 System demand curve __UU.I.LU_LIIIIIIII IIIIIIII 111111111 111111111 111111111 111111111 I III I I I I I I I I I I Hydraulic Graph N 1.85 Date: 1/5/2018 [Summary Of Outfiowing Devices Job Number: 1 Report Descriøtion: Ordinary Grouo II (RA# 1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) - Hydrant 35 250.00 250.00 0 39.135 Sprinkler 3476 19.35 19.20 5.6 11.937 Sprinkler 3478 19.65 19.20 5.6 12.309 Sprinkler 3479 19.23 19.20 5.6 11.796 Sprinkler 3480 19.21 19.20 5.6 11.764 Sprinkler 3517 19.34 19.20 5.6 11.927 Sprinkler 3519 19.64 19.20 5.6 12.301 Sprinkler 3520 19.23 19.20 5.6 11.787 Sprinkler 3521 19.20 19.20 5.6 11.755 Sprinkler 3540 20.19 19.20 5.6 13.003 Sprinkler 3542 20.14 19.20 5.6 12.930 Sprinkler 3543 19.89 19.20 5.6 12.621 Sprinkler 3544 19.90 19.20 5.6 12.623 Sprinkler 3601 20.05 19.20 5.6 12.817 Sprinkler 3633 20.04 19.20 5.6 12.805 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 1/5/2018 9:50:12AM Page 3 JobName: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 134.000 126.000 8000.00 133.948 525.05 51.246 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 90 32-1 24.199 92 32-1 24.199 94 32-1 24.199 96 32-1 24.199 98 32-1 24.199 100 32-1 24.199 102 32-1 24.199 104 32-1 24.199 107 0-6 37.949 108 32-1 24.199 114 2-1 37.497 115 2-1 45.497 133 32-1 24.199 137 32-1 62.658 145 35-5 22.148 162 32-1 23.575 163 35-5 22.131 177 32-1 24.199 192 35-5 22.148 ,© M.E.P.CAD, Inc. MlAutoSPRINK 2018 v13.1.( 1/5/2018 9:50:15AM Paqe 4 JobName: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 201 32-0% 23.615 210 32-1 23.575 211 35-5 22.131 221 32-1 24.199 240 35-5 22.148 257 32-1 23.575 258 35-5 22.131 265 32-1 24.199 274 32-1 62.741 284 32-0% 23.615 289 35-5 22.148 309 32-1 24.199 319 32-1 23.574 320 35-5 22.131 333 32-1 63.040 343 32-0% 23.614 351 32-0% 23.613 352 35-5 22.148 369 32-1 23.574 370 35-5 22.130 379 32-1 63.673 389 32-0% 23.613 401 32-0% 23.612 1&© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1 .1 1/5/2018 9:50:15AM Paqe 5 Job'Name: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 402 35-5 22.148 419 32-1 23.573 420 35-5 22.129 426 32-1 64.307 468 32-0% 23.612 469 35-5 22.148 472 32-1 64.941 487 32-1 23.571 488 35-5 22.128 521 32-1 24.168 541 32-1 24.168 545 32-0% 23.611 546 35-5 22.149 563 32-1 23.569 564 35-5 22.126 594 32-1 24.168 615 32-1 24.168 621 3201/2 23.611 622 35-5 22.149 639 32-1 23.567 640 35-5 22.124 668 32-1 24.168 688 32-1 24.168 © M.E.P.CAD, Inc. IN AutoSPRINK 2018 v13.1 . 1/5/2018 9:50:15AM Page 6 JobName: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 698 3201/2 23.611 699 35-5 22.149 716 32-1 23.564 717 35-5 22.121 742 32-1 24.168 763 32-1 24.168 774 32-O/ 23.611 775 35-5 22.149 792 32-1 23.560 793 35-5 22.118 816 32-1 24.168 836 32-1 24.168 850 3201/2 23.611 851 35-5 22.149 868 32-1 23.555 869 35-5 22.113 890 32-1 24.168 910 32-1 24.168 927 3201/2 23.611 928 35-5 22.150 945 32-1 23.548 946 35-5 22.107 964 32-1 24.168 (bJ©M.E.P.CAD, Inc. MfiAutoSPRINK2018v13.1i 1/5/2018 9:50:15AM Paqe7 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 984 32-1 24.168 1003 3201/2 23.612 1004 35-5 22.150 1021 32-1 23.541 1022 35-5 22.100 1037 32-1 24.168 1057 32-1 24.168 1079 32-1 23.613 1080 35-5 22.151 1097 32-1 23.531 1098 35-5 22.092 1110 32-1 24.168 1130 32-1 24.168 1156 32-1 23.614 1157 35-5 22.151 1174 32-1 23.519 1175 35-5 22.081 1188 32-1 24.168 1208 32-1 24.168 1237 32-1 23.615 1238 35-5 22.152 1255 32-1 23.505 1256 35-5 22.069 &© M.E.P.CAD, Inc. 1V AutoSPRlNK 2018 v13.1 .1 1/5/2018 9:50:15AM Paqe 8 JobName: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1261 32-1 24.168 1281 32-1 24.168 1317 32-1 23.626 1325 31-0 24.578 1385 32-1 23.571 1386 35-5 22.111 1405 32-1 23.488 1406 35-5 22.049 1408 32-1 24.168 1428 32-1 24.168 1463 32-1 23.557 1464 35-5 22.097 1480 32-1 24.168 1483 32-1 23.468 1484 35-5 22.030 1500 32-1 24.168 1539 32-1 23.545 1540 35-5 22.084 1552 32-1 24.168 1559 32-1 23.445 1560 35-5 22.008 1572 32-1 24.168 1615 32-1 23.533 J©M.E.P.CAD, Inc. §jAutoSPRINK 2018 v13.1.( 1/5/2018 9:50:15AM Paqe9 JobName: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1616 35-5 22.072 1624 32-1 24.168 1635 32-1 23.419 1636 35-5 21.983 1644 32-1 24.168 1691 32-1 23.522 1692 35-5 22.060 1696 32-1 24.168 1711 32-1 23.388 1712 35-5 21.954 1716 32-1 24.168 1767 32-1 23.513 1768 32-1 24.168 1770 35-5 22.049 1787 32-1 23.352 1788 32-1 24.168 1790 35-5 21.920 1840 32-1 24.168 1845 32-1 23.504 1846 35-5 22.038 1863 32-1 23.311 1864 35-5 21.882 1911 32-1 24.168 (J©M.E.P.CAD, Inc. ffiAutoSPRINK2018v13.1i 1/5/2018 9:50:15AM Paqe 10 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1926 35-5 22.031 1933 32-1 24.168 1940 35-5 21.828 1941 32-1 23.495 1962 32-1 23.258 1971 32-1 24.199 1992 32-1 24.199 2033 35-5 22.019 2046 35-5 21.770 2055 32-1 24.168 2077 32-1 24.168 2085 32-1 23.487 2106 32-1 23.197 2110 35-5 12.610 2112 35-5 13.002 2113 35-5 12.462 2114 35-5 12.429 2115 32-1 24.199 2127 35-5 13.536 2136 32-1 24.199 2148 35-5 20.635 2156 35-5 19.741 2199 32-1 24.168 1&©M.E.P.CAD, Inc. jAutoSPRINK 2018 v13.1i 1/5/2018 9:50:15AM Paqe 11 JobName: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2204 35-5 12.600 2206 35-5 12.993 2207 35-5 12.452 2208 35-5 12.419 2221 32-1 24.168 2226 35-5 13.523 2229 32-1 23.478 2242 35-5 20.631 2250 32-1 23.132 2251 35-5 19.716 2259 32-1 24.199 2280 32-1 24.199 2286 35-5 13.732 2288 35-5 13.655 2289 35-5 13.330 2290 35-5 13.332 2343 32-1 24.168 2350 35-5 20.932 2360 35-5 20.436 2363 32-1 24.168 2370 32-1 23.474 2391 32-1 23.104 2400 32-1 24.199 .,© M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.I 1/5/2018 9:50:15AM Page 12 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2421 32-1 24.199 2487 32-1 24.168 2509 32-1 24.168 2517 32-1 23.473 2538 32-1 23.098 2547 32-1 24.199 2568 32-1 24.199 1 -11-1 Supply 51.246 525.05 35 -2-7 Hydrant 39.135 250.00 3476 35-5 Sprinkler 11.937 19.35 3478 35-5 Sprinkler 12.309 19.65 3479 35-5 Sprinkler 11.796 19.23 3480 35-5 Sprinkler 11.764 19.21 3517 35-5 Sprinkler 11.927 19.34 3519 35-5 Sprinkler 12.301 19.64 3520 35-5 Sprinkler 11.787 19.23 3521 35-5 Sprinkler 11.755 19.20 3540 35-5 Sprinkler 13.003 20.19 3542 35-5 Sprinkler 12.930 20.14 3543 35-5 Sprinkler 12.621 19.89 3544 35-5 Sprinkler 12.623 19.90 3601 35-5 Sprinkler 12.817 20.05 3633 35-5 Sprinkler 12.805 20.04 M,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1.( 1/5/2018 9:50:15AM Page 13 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 32-1 24.199 9 32-1 24.199 10 32-1 24.199 11 32-1 24.199 12 32-1 24.199 13 32-1 24.199 14 32-1 24.199 15 32-1 24.199 16 32-1 24.199 22 -6-7 41.225 25 -9-1 50.347 30 -6-7 41.165 32 -6-7 41.080 36 4-7 40.107 37 -6-7 41.073 42 32-1 24.199 43 32-1 24.199 44 32-1 24.199 45 32-1 24.199 46 32-1 24.199 47 32-1 24.199 48 32-1 24.199 50 32-1 24.199 ,© M.E.P.CAD, Inc. FIINAutoSPRINK 2018 v13.1.( 1/5/2018 9:50:15AM Paqe 14 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 51 32-1 24.199 53 -7-101/2 41.597 71 32-1 24.199 73 32-1 24.199 75 32-1 24.199 77 32-1 24.199 79 32-1 24.199 81 32-1 24.199 83 32-1 24.199 85 32-1 24.199 87 32-1 24.199 89 32-1 24.199 ,© M.E.P.CAD, Inc. FIIVAutoSPRINK 2018 03.1 1/5/2018 9:50:15AM Paqe 15 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as tuv valug. (Foot) Pt Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total Friction(Pf) 3521 35-5 5.6 19.20 1 (See Notes) 0-6 120 . 11755 .....Routel'•'•• Sprinkler, T(5'-O) 5-0 0.120666 2208 35-5 19.20 1.0490 66 0.664 2208 35-5 11//4 10-8 120 12.419 0.003154 2207 35-5 5.51 1.3800 10-8 0.034 2207 355 19.23 1 10-8 120 12.452 Flow (q) from Route 3 0.050720 2206 35-5 24.74 1.3800 10-8 0.541 2206 35-5 19.64 11/4 (See Notes) 45-1 120 12.993 Flow (q) from Route 7 T(6'-O) 6-0 0.149529 2242 35-5 44.38 1.3800 51,-I 7.638 2242 35-5 1¼ (See Notes) 3'4 120 20.631 P0(60) 6-0 0.149529 1.447 2370 32-1 44.38 1.3800 1.396 2370 32-1 38.91 6 12-0 120 23. 474 Flow (q) from Route 9 0.000282 0.001 2229 32-1 83.29 6.3570 12-0 0.003 2229 32-1 44.36 6 12-0 120 23. 478 Flow (q) from Route 2 0.000621 0.001 2085 32-1 127.65 6.3570 12-0 0.007 2085 32-1 4.33 6 12-0 120 23. 487 Flow (q) from Route 17 0.000660 0.001 1941 32-1 131.98 6.3570 12-0 0.008 1941 32-1 3.87 6 11-0 120 23.495 Flow (q) from Route 5 0.000697 0.001 1845 32-1 135.86 6.3570 11-0 0.008 1845 32-1 11.14 6 10-0 120 23. 504 Flow (q) from Route 23 0.000806 0.001 1767 32-1 147.00 6.3570 10-0 0.008 1767 32-1 10.03 6 10-0 120 23.513 Flow (q) from Route 24 0.000911 0.001 1691 32-1 157.02 6.3570 0.009 ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 16 Job Name: Drawinq2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev I (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 a ncptive val". ____________________ Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1691 32-1 9.06 6 10-0 120 23. 522 Flow (q) from Route 25 0.001010 0.001 1615 32-1 166.08 6.3570 10,-0 0.010 1615 32-1 8.24 6 10-0 120 23.533 Flow (q) from Route 26 0.001105 0.001 1539 32-1 174.32 6.3570 10,-0 0.011 1539 32-1 7.57 6 10-0 120 23. 545 Flow (q) from Route 27 0.001195 0.001 1463 32-1 181.88 6.3570 10-0 0.012 1463 32'1 7.06 6 10-0 120 23. 557 Flow (q) from Route 28 0.001282 0.001 1385 32-1 188.95 6.3570 10-0 0.013 1385 32-1 6.72 6 (See Notes) 2'6% 120 23.571 Flow (q) from Route 29 T(37'-8%) 37-8% 0.001368 0.000 1317 32-1 195.67 6.3570 40-3 0.055 1317 32-1 79.38 6 (See Notes) 1574 120 23.626 Flow (q) from Route 21 E(17'-7), fE(16'-4) 33111,4 0.002569 0.461 1325 31-0 275.05 6.3570 191-3 0.491 1325 31-0 8 (See Notes) 376% 120 24.578 f(-0.000), BV(14'-l), 2T(41'-11/2 fE(15'-3), CV(52'-10) 164-5 0.000722 13.225 107 0-6 275.05 8.2490 201-111/2 0.146 107 0-6 10 (See Notes) 13'g% 140 37.949 E(36'-l) 36-1 0.000171 3.640 53 -7-10% 275.05 10.4600 49-101/2 0.009 53 -7-10% 10 (See Notes) 991 9 150 41.597 EE(12'-lO%), 3E(25-9), PIV(5- 10),_T(58'-6%) 154-61/2 0.000239 -0.578 32 -6-7 275.05 9.5100 254-3% 0.061 32 -6-7 183.60 8 (See Notes) 5'0 150 41.080 Flow (q) from Route 15 T(44'-8) 44-8 0.001711 30 -6'-7 458.65 7.7100 49-8 0.085 30 -6-7 66.40 12 (See Notes) 130'1 150 41.165 Flow (q) from Route 16 EE(15'-l), E(31'-4) 46'-5 0.000340 22 -6-7 525.05 11.3100 176-6 0.060 ,©M.E.P.CAD, Inc. AutoSPRINK201803.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 17 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Filling/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as vlue. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 22 -6-7 12 (See Notes) 11'2 140 41.225 E(45-3%) 45-3% 0.000235 -3.741 114 2-1 525.05 12.5200 56-5% 0.013 114 2-1 8 (See Notes) 01 0 120 37.497 BFP(-8.000) 0.002805 115 2-1 525.05 7.9810 0,-0 8.000 115 2-1 12 (See Notes) 13'8 140 45.497 2E(45'-3%) 90-6% 0.000235 4.825 25 -9-1 525.05 12.5200 104-21/2 0.025 25 -9-1 12 (See Notes) 32'91/2 150 50.347 2E(31'-4), S 62-8 0.000340 0.867 -11,-1 525.05 11.3100 95-51/2 0.032 0.00 51.246 Hose Allowance At Source Total(Pt) Route 1 1 525.05 3480 35-5 5.6 19.21 1 (See Notes) 0'6 120 11.764 ••••• Route 2••••• Sprinkler, T(5'-O) 5-0 0.120754 2114 35-5 19.21 1.0490 6-6 0.664 2114 35-5 1% 10-8 120 12.429 0.003124 2113 35-5 5.48 1.3800 10-8 0.033 2113 35-5 19.23 1V4 10'8 120 12.462 Flow (q) from Route 4 0.050640 2112 35-5 24.72 1.3800 10-8 0.540 2112 35-5 19.65 11/4 (See Notes) 45'-i 120 13.002 Flow (q) from Route 8 T(6'-O) 6-0 0.149438 2148 35-5 44.36 1.3800 51,-1 7.633 2148 35-5 11/4 (See Notes) 3'4 120 20.635 P0(6-U) 6-0 0.149438 1.448 2229 32-1 44.36 1.3800 9-4 1.396 23.478 Total(Pt) Route 2 3520 35-5 5.6 19.23 1 (See Notes) 0-6 120 1 11.787 ••••• Route 3 ' Sprinkler, T(5'-O) 5-0 0.120969 t 2207 35-5 19.23 1.0490 5'-6 0.665 1/,,©M.E.P.CAD, Inc. V,111 AutoSPRlNK2018v13.l.69.0 RA# 1 1/5/2018 9:50:19AM Page 18 Job Name: Drawinq2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 ne3ative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 12.452 Total(Pt) Route 3 3479 35-5 5.6 19.23 1 (See Notes) 0'6 120 11.796 ••••Route 4••••• Sprinkler, T(5'-O) 5-0 0.121055 2113 35-5 19.23 1.0490 5-6 0.666 12.462 Total(Pt) Route 4 3517 35-5 5.6 19.34 1 (See Notes) 0-6 120 11.927 ••••' Route 5•••'• Sprinkler, T(5'-O) 0.122298 2204 35-5 19.34 1.0490 5'-6 0.673 2204 35-5 13.69 t'/ 10-8 120 12.600 Flow (q) from Route 18 0.086570 2226 35-5 33.03 1.3800 10-8 0.923 2226 35-5 20.04 11/4 (See Notes) 23-9 120 13.523 Flow (q) from Route 11 T(6'-O) 6-0 0.208144 2251 35-5 53.07 1.3800 29-9 6.193 2251 35-5 1v4 (See Notes) 3'4 120 19.716 P0(6-0) 6-0 0.208144 1.445 2391 32-1 53.07 1.3800 9-4 1.943 2391 32-1 41.21 4 12-0 120 23.104 Flow (q) from Route 10 0.002352 2250 32-1 94.28 4.3100 12-0 0.028 2250 32-1 53.12 4 12-0 120 23.132 Flow (q) from Route 6 0.005376 2106 32-1 147.40 4.3100 12-0 0.065 2106 32-1 4 12-0 120 23.197 0.005088 1962 32-1 143.07 4.3100 12-0 0.061 1962 32-1 11/4 (See Notes) 3'4 120 23.258 P0(6-0) 6-0 0.001643 -1.445 1940 35-5 3.87 1.3800 9-4 0.015 1940 35-5 (See Notes) 111'6 120 21.828 T(6-0) T(6'-O) 12-0 0.001643 1926 35-5 3.87 1.3800 123-6 0.203 ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 19 Job Name: Drawinq2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 nej'tive value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1926 35-5 11/4 (See Notes) 3'4 120 22.031 P0(6-U) 6-0 0.001643 1.449 1941 32-1 3.87 1.3800 9-4 0.015 23.495 Total(Pt) Route 5 3476 35-5 5.6 19.35 1 (See Notes) 0-6 120 11.937 ••••• Route 6 Sprinkler, T(5'-O) 5-0 0.122394 2110 35-5 19.35 1.0490 5-6 0.673 2110 35-5 13.72 10-8 120 12.610 Flow (q) from Route 19 0.086785 2127 35-5 33.07 1.3800 10-8 0.926 2127 35-5 20.05 1/4 (See Notes) 23'9 120 13.536 Flow (q) from Route 12 T(6'-O) 6-0 0.208535 2156 35-5 53.12 1.3800 29-9 6.205 2156 35-5 11/4 (See Notes) 3'4 120 19.741 P0(6-0) 6-0 0.208535 1.445 2250 32-1 53.12 1.3800 9-4 1.946 23.132 Total(Pt) Route 6 3519 35-5 5.6 19.64 1 (See Notes) 0-6 120 12.301 ••••• Route 7 Sprinkler, T(5'-O) 5-0 0.125843 2206 35-5 19.64 1.0490 5-6 0.692 12.993 Total(Pt) Route 7 3478 35-5 5.6 19.65 1 (See Notes) 0-6 120 12.309 •... Route 8• Sprinkler, T(5'-O) 5-0 0.125920 2112 35-5 19.65 1.0490 5-6 0.693 13.002 Total(Pt) Route 8 3543 35-5 5.6 19.89 1 (See Notes) 0-6 120 12.621 Route 9 • •• Sprinkler, T(5'-O) 0.128865 2289 35-5 19.89 1.0490 5-6 0.709 2289 35-5 1¼ 10-8 120 13.330 0.030443 2288 35-5 18.77 1.3800 10-8 0.325 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 20 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 a r9J'tiv9 valuQ. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2288 35-5 20.14 11/4 (See Notes) 50'l 120 13.655 Flow (q) from Route 13 2E(3'-O), T(6'-O) 12-0 0.117233 2350 35-5 38.91 1.3800 62-1 7.278 2350 35-5 11/4 (See Notes) 3'4 120 20.932 P0(6-0) 6-0 0.117233 1.446 2517 32-1 38.91 1.3800 9-4 1.094 2517 32-1 6 12-0 120 23.473 0.000069 0.001 2370 32-1 38.91 6.3570 12-0 0.001 23.474 Total(Pt) Route 9 3544 35-5 5.6 19.90 1 (See Notes) 0-6 120 12.623 •••• Route 10 Sprinkler, T(5-0) 5-0 0.128881 2290 35-5 19.90 1.0490 5-6 0.709 2290 35 -5 1.12 1Y 10 -8 120 1.332 Flow (q) from Route 20 0.037515 2286 35-5 21.02 1.3800 10-8 0.400 2286 35-5 20.19 (See Notes) 39'5 120 13.732 Flow (q) from Route 14 2E(3'-O), T(6-0) 12-0 0.130380 2360 35-5 41.21 1.3800 51-5 6.704 2360 35-5 11/4 (See Notes) 3'4 120 20.436 P0(6-0) 6-0 0.130380 1.445 2538 32-1 41.21 1.3800 9-4 1.217 2538 32-1 4 12-0 120 23.098 0.000509 2391 32-1 41.21 4.3100 12-0 0.006 23.104 Total(Pt) Route 10 3633 35-5 5.6 20.04 1 (See Notes) 0-6 120 12.805 ••• Route 11 ..... Sprinkler, 5-0 0.130601 2226 35-5 20.04 1.0490 5-6 T(5'-O) 0.718 13.523 Total(Pt) Route 11 3601 35-5 5.6 20.05 1 (See Notes) 0-6 120 12.817 1 ••••• Route 12••'• Sprinkler, T(5-0) 5-0 0.130717 I 2127 35-5 20.05 1.0490 5-6 0.719 1.,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 21 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 a negative value. Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ______________ Friction(Pf) 13.536 Total(Pt) Route 12 3542 35-5 5.6 20.14 1 (See Notes) 0-6 120 12.930 ..... Route 13.. Sprinkler, T(5-0) 5-0 0.131778 2288 35-5 20.14 1.0490 5-6 0.725 13.655 Total(Pt) Route 13 3540 35-5 5.6 20.19 1 (See Notes) 0-6 120 13.003 ••••• Route 14••"• Sprinkler, T(5'-O) 5,-0 0.132470 2286 35-5 20.19 1.0490 5-6 0.729 13.732 Total(Pt) Route 14 35 -2-7 250.00 4 (See Notes) 2-0 150 39.135 ••••• Route 15..... Hydrant, EE(6-51/2) 6-5% 0.012349 0.867 36 4-7 250.00 4.0800 85h/2 0.104 36 4-7 6 (See Notes) 871/2 150 40.107 T(38-111/2) 38111,4 0.002083 0.867 37 -6-7 250.00 5.8800 47-7 0.099 37 -6-7 8 22-1 150 41.073 0.000314 32 -6-7 183.60 7.7100 22-1 0.007 41.080 Total(Pt) Route 15 37 -6-7 183.60 8 (See Notes) 1689-10 150 41.073 •••• Route 16•••'• Flow (q) from Route 15 4E(22--1 1%), 8EE(11'-6), T(44' -8) 228-5 0.000048 30 -6-7 66.40 7.7100 1918-3% 0.092 41.165 Total(Pt) Route 16 2046 35-5 4.33 1y4 (See Notes) 111-6 120 21.770 "" Route 17 ..... T(6'-O), Flow (q) from Route 22 T(6'-O) 12-0 0.002017 2033 35-5 4.33 1.3800 123-6 ___________ 0.249 2033 35-5 1% (See Notes) 3'4 120 22.019 P0(6-0) 6-0 0.002017 1.448 2085 32-1 FJ 4.33 1.3800 9-4 0.019 23.487 Total(Pt) Route 17 2208 35-5 5.51 10-8 120 12.419 •••" Route 18•''•• Flow (q) from Route 1 0.016969 2204 35-5 13.69 1.3800 10-8 L 0.181 1&©M.E.P.CAD, Inc. AutoSPRINK2018v13.1.69.O RA# 1 1/5/2018 9:50:19AM Page 22 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Elev I Flow added Fittings & Length C Factor T Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Fitting (Foot) Pf Friction Elev(Pe) Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as a nQ3"tive value. 12.600 Total(Pt) Route 18 2114 35-5 5.48 1/4 10-8 120 12.429 ••"• Route 19•'• Flow (q) from Route 2 0.017052 10-8 2110 35-5 13.72 1.3800 0.182 12.610 Total(Pt) Route 19 2289 35-5 18.77 11/4 10-8 120 13.330 ••••• Route 20..... Flow (q) from Route 9 0.000166 2290 35-5 1.12 1.3800 10-8 0.002 13.332 Total(Pt) Route 20 145 35-5 3.34 2 (See 3-4% 120 22.148 •••• Route 2I•••• Notes) Flow (q) from Route 48 101-0 1.465 201 32-0% 3.34 2.2030 0.000128 P0(1 0-U) 13-4% 0.002 201 32U1/2 6 10-0 120 23.615 -0.001 284 32-0% 3.34 6.3570 0.000001 10-0 0.000 284 32'O% 3.34 6 10-0 120 23.615 Flow (q) from Route 45 -0.001 343 32-0% 6.68 6.3570 0.000003 10-0 0.000 343 32'O% 3.36 6 10-0 120 23.614 Flow (q) from Route 44 -0.001 389 32-0% 10.04 6.3570 0.000006 10,-U 0.000 389 32-0 % 3.40 6 10-0 120 23.613 Flow (q) from Route 43 -0.001 351 32-0% 13.44 6.3570 0.000010 10,-U 0.000 351 32-0 % 3.46 6 10,-U 120 23.613 Flow (q) from Route 42 -0.001 - 401 32-0% 16.90 6.3570 0.000015 10-0 0.000 401 32'O% 3.56 6 10-0 120 23.612 Flow (q) from Route 41 -0.001 468 32-0% 20.46 6.3570 0.000021 10,-U 0.000 468 32-0 % 3.69 6 10-U 120 23.612 Flow (q) from Route 40 -0.001 545 3201/2 24.15 6.3570 0.000029 10-0 0.000 ,©M.E.P.CAD, Inc. AutoSPRlNK2O18v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 23 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as a n9gatv value. 545 32U% 3.87 6 10-0 120 23.611 Flow (q) from Route 39 -0.001 621 32 -0% 28.02 6.3570 0.000038 10-0 0.000 621 3201/2 4.09 6 10-0 120 23.611 Flow (q) from Route 38 -0.001 698 3201/2 32.10 6.3570 0.000048 10-0 0.000 698 32-0 % 4.36 6 10-0 120 23.611 Flow (q) from Route 37 -0.001 774 32-0% 36.46 6.3570 0.00006 1 io-o 0.001 774 32-0/ 4.68 6 10-0 120 23.611 Flow (q) from Route 36 -0.001 850 32-0% 41.14 6.3570 0.000076 10-0 0.001 850 3201/2 5.06 6 10-0 120 23.611 Flow (q) from Route 35 -0.001 927 3201/2 46.20 6.3570 0.000095 10-0 0.001 927 32-0% 5.49 6 10-0 120 23.611 Flow (q) from Route 34 -0.001 1003 3201,6 51.69 6.3570 0.000 117 10,-a 0.001 1003 32'0% 5.99 6 10-0 120 23. 612 Flow (q) from Route 33 -0.001 1079 32'l 57.69 6.3570 0.000143 io'-o 0.001 1079 32-1 6.56 6 10,-U 120 23.613 Flow (q) from Route 32 -0.001 1156 32-1 64.25 6.3570 0.000174 10,-0 0.002 1156 32-1 7.21 6 10-0 120 23. 614 Flow (q) from Route 31 -0.001 1237 32-1 71.46 6.3570 0.000212 10,-0 0.002 1237 32-1 7.93 6 (See 7-5% 120 23.615 Flow (q) from Route 30 37-8% -0.000 Notes) 1317 32-1 79.38 6.3570 T(37'-8%) 45-2 --] 0.000258 0.012 23.626 Total(Pt) Route 21 2106 32-1 11/4 (See 3-4 I 120 23.197 "•• Route 22••••• Notes) P0(6-U) 6-0 -1.445 2046 35-5 4.33 1.3800 0.002017 [ 9-4 0.019 , © M.EPCAD, Inc. AutoSPRINK 2018 v13.1 .69.0 RA# 1 1/5/2018 9:50:19AM Page 24 Job Name: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Pipe Information Node I Elev I (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 (Pt) and shown as nejative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ______________ Friction(Pf) 21.770 J Total(Pt) Route 22 1846 35-5 11.14 2 (See Notes) 3-4 120 22.038 ••••' Route 23•'••• Flow (q) from Route 77 P0(10 0) 10-0 0.001189 1.450 1845 32-1 11.14 2.2030 13-4 0.016 23.504 Total(Pt) Route 23 1770 35-5 10.03 2 (See Notes) 3-4 120 22.049 ••••' Route 24•••'• Flow (q) from Route 76 P0(10-0) 10-0 0.000978 1.451 1767 32-1 10.03 2.2030 13-4 0.013 23.513 Total(Pt) Route 24 1692 35-5 9.06 2 (See Notes) 3-4 120 22.060 •••' Route 25••••• Flow (q) from Route 78 P0(1 0-U) 101-0 0.000810 1.451 1691 32-1 9.06 2.2030 13-4 0.011 23.522 Total(Pt) Route 25 1616 35-5 8.24 2 (See Notes) 3-4 120 22.072 ..... Route 26. Flow (q) from Route 75 P0(1 0-U) 101-0 0.000679 1.452 1615 32-1 8.24 2.2030 13-4 0.009 23.533 Total(Pt) Route 26 1540 35-5 7.57 2 (See Notes) 3'4 120 22.084 ••••• Route 27•"•• Flow (q) from Route 73 P0(10-0) 10-0 0.000581 1.453 1539 32-1 7.57 2.2030 13-4 0.008 23.545 Total(Pt) Route 27 1464 35-5 7.06 2 (See Notes) 3-4 120 22.097 ••••• Route 28 Flow (q) from Route 70 P0(1 0-U) 101-0 0.000511 1.453 1463 32-1 7.06 2.2030 13-4 0.007 23.557 Total(Pt) Route 28 1386 35-5 6.72 2 (See Notes) 3-4 120 22.111 ••••• Route 29'•••• Flow (q) from Route 71 P0(10-0) 10-0 0.000467 1.454 1385 32-1 6.72 2.2030 13-4 0.006 23.571 Total(Pt) Route 29 1238 35-5 7.93 2 (See Notes) 3- 120 22.152 ••••• Route 3O•''• Flow (q) from Route 67 P0(1 0-U) 101-0 0.000633 1.455 1237 32-1 7.93 2.2030 1341/2 0.008 23.615 Total(Pt) Route 30 1,©M.E.P.CAD, Inc. 511 AutoSPRINK 2018 v1 3.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 25 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 a nQjative valu?. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1157 35-5 7.21 2 (See Notes) 341, 120 22.151 ••••• Route 31•• Flow (q) from Route 68 P0(10-0) 10-0 0.000531 1.455 1156 32-1 7.21 2.2030 1341/2 0.007 23.614 Total(Pt) Route 31 1080 35-5 6.56 2 (See Notes) 1 1 3-4% 120 22.151 ••••• Route 32.. Flow (q) from Route 64 1 10-0 0.000447 1.456 1079 32-1 6.56 2.2030 13-4% P0(10-0) 0.006 23.613 Total(Pt) Route 32 1004 35-5 5.99 2 (See Notes) 3-4% 120 22.150 ••••• Route 33 - Flow (q) from Route 65 P0(10-0) 1 0-0 0.000378 1.457 1003 32-0% 5.99 2.2030 1341/2 0.005 23.612 Total(Pt) Route 33 928 35-5 5.49 2 (See 1 Notes) 1 3-41/2 120 22.150 ••••• Route 34..... Flow (q) from Route 61 P0(10-0) t 10-0 0.000321 1.457 927 32-0% 5.49 2.2030 1341/2 0.004 23.611 Total(Pt) Route 34 851 35-5 5.06 2 (See Notes) 3-4% 120 22.149 ••••• Route 35 Flow (q) from Route 62 P0(10-0) 101-0 0.000276 1.458 850 32-0% 5.06 2.2030 13-4% 0.004 23.611 Total(Pt) Route 35 775 35-5 4.68 2 (See Notes) 3-41/2 120 22.149 .... Route 36 Flow (q) from Route 58 P0(10-0) 10-0 0.000239 1.459 774 32-0% 4.68 2.2030 13-4% 0.003 23.611 Total(Pt) Route 36 699 35-5 4.36 2 (See Notes) 3'4% 120 22.149 Route 37 Flow (q) from Route 59 P0(10-0) 10-0 0.000209 1.459 698 32-0% 4.36 2.2030 13-4% 0.003 23.611 Total(Pt) Route 37 622 35-5 4.09 2 (See Notes) 3-4% 120 22.149 Route 38 • •• Flow (q) from Route 55 P0(10-0) 10-0 0.000186 1.460 621 32-0% 4.09 2.2030 13-4% 0.002 23.611 Total(Pt) Route 38 &©M.E.P.CAD, Inc. AutoSPRINK20l8v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 26 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 a negative "aluc Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 546 35-5 3.87 2 (See Notes) 341, 120 22.149 ••••• Route 39 •• Flow (q) from Route 56 P0(10-0) 10-0 0.000168 1.461 545 32-0/ 3.87 2.2030 13-4% 0.002 23.611 Total(Pt) Route 39 469 35-5 3.69 2 (See Notes) 3-4% 120 22.148 ••'•• Route 40. Flow (q) from Route 52 P0(10-0) 10-0 0.000154 1.461 468 32-0% 3.69 2.2030 1341/2 0.002 23.612 Total(Pt) Route 40 402 35-5 3.56 2 (See Notes) 3-4% 120 22.148 ••••• Route 41 Flow (q) from Route 53 P0(10-0) 10-0 0.000144 1.462 401 3201/2 3.56 2.2030 13-4% 0.002 23.612 Total(Pt) Route 41 352 35-5 3.46 2 (See Notes) 3-41A 120 22.148 ••••• Route 42 Flow (q) from Route 49 P0(10-0) 10-0 0.000137 1.463 351 32-0% 3.46 2.2030 13-4% 0.002 23.613 Total(Pt) Route 42 289 35-5 3.40 2 (See Notes) 3-4% 120 22.148 ••••• Route 43 Flow (q) from Route 50 P0(10-0) 10-0 0.000132 1.463 389 32-0% 3.40 2.2030 13-4% 0.002 23.613 Total(Pt) Route 43 240 35-5 3.36 2 (See 1 Notes) 3-4% 120 22.148 •... Route 44• Flow (q) from Route 46 P0(10-0) t 10-0 0.000129 1.464 343 32-0% 3.36 2.2030 13-4% 1 0.002 23.614 Total(Pt) Route 44 192 35-5 3.34 2 (See Notes) 1 3-4% 120 22.148 ••••• Route 45•••• Flow (q) from Route 47 P0(10-0) 10-0 0.000128 1.465 284 32-0% 3.34 2.2030 13-4% 1 0.002 23.615 Total(Pt) Route 45 257 32-1 10.04 2 3-4 120 23.575 1 ••••• Route 46 •• P0(10-0), Flow (q) from Route 51 10-0 0.000129 -1.445 258 35-5 3.36 2.2030 13-4 ___________ 0.002 . © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 27 Job Nane: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 a negativ9 va1u9. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 258 35-5 2 (See Notes) 1116 120 22.131 P0(10-0) P0(10-0) 20-0 0.000129 240 35-5 3.36 2.2030 131-6 0.017 22.148 Total(Pt) Route 46 257 32-1 10.04 4 101-0 120 23.575 ••••• Route 47••••• Flow (q) from Route 51 0.000018 210 32-1 6.68 4.3100 10,-U 0.000 210 32-1 2 (See Notes) 3'-4 120 23.575 P0(1 0-U) 101-0 0.000128 . -1.445 211 35-5 3.34 2.2030 13-4 0.002 211 35-5 2 (See Notes) 1116 120 22.131 P0(1 0-U) P0(1 0-U) 20-0 0.000128 192 35-5 3.34 2.2030 131-6 0.017 22.148 Total(Pt) Route 47 210 32-1 3.34 4 10-0 120 23.575 ••••• Route 48•••• Flow (q) from Route 47 0.000005 162 32-1 3.34 4.3100 10-0 0.000 162 32-1 2 (See Notes) 3'4 120 23.575 P0(1 0-U) 10-0 0.000128 -1.445 163 35-5 3.34 2.2030 13-4 0.002 163 35-5 2 (See Notes) 111'6 120 22.131 P0(10-U) P0(10-U) 20-0 0.000128 145 35-5 T 3.34 2.2030 131-6 0.017 22.148 Total(Pt) Route 48 369 32-1 16.90 2 3-4 120 23.574 ••Route49•••' P0(10-U), Flow (q) from Route 54 10,-U 0.000137 1.445 370 35-5 3.46 2.2030 13-4 0.002 370 35-5 2 (See Notes) 111'6 120 22.130 P0(1 0-U) P0(10-0) 20-0 0.000137 352 35-5 3.46 2.2030 131-6 0.018 22.148 Total(Pt) Route 49 (&,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 28 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev I (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 ncjative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 369 32-1 16.90 4 10-0 120 23.574 ••••• Route 5O••'•• Flow (q) from Route 54 0.000064 319 32-1 13.44 4.3100 10-0 0.001 319 32-1 2 (See Notes) 3'4 120 23.574 P0(10-0) 10-0 0.000132 -1.445 320 35-5 3.40 2.2030 13-4 0.002 320 35-5 2 (See Notes) 111-6 120 22.131 P0(10-0) P0(10-0) 20-0 0.000132 289 35-5 3.40 2.2030 131-6 0.017 22.148 Total(Pt) Route 50 319 32-1 3.40 4 10-0 120 23.574 ••••• Route 5I•••'• Flow (q) from Route 50 0.000037 257 32-1 10.04 4.3100 10-0 0.000 23.575 Total(Pt) Route 51 487 32-1 24.15 2 3-4 120 23.571 •••'• Route 52••'•• P0(10-0), Flow (q) from Route 57 100 0.000154 -1.445 488 35-5 3.69 2.2030 13-4 0.002 488 35-5 2 (See Notes) 111'6 120 22.128 P0(10-0) P0(10-0) 20-0 0.000154 469 35-5 3.69 2.2030 131-6 0.020 22.148 Total(Pt) Route 52 487 32-1 24.15 4 10-0 120 23.571 .... Route 53 Flow (q) from Route 57 0.000139 419 32-1 20.46 4.3100 10'-O 0.001 419 32-1 2 (See Notes) 3'4 120 23.573 P0(10-0) 10-0 0.000144 -1.445 420 35-5 3.56 2.2030 13-4 0.002 420 35-5 2 (See Notes) 1116 120 22.129 P0(10-0) P0(10-0) 20-0 0.000144 402 35-5 3.56 2.2030 131-6 0.019 22.148 Total(Pt) Route 53 1,©M.E.P.CAD, Inc. F.11 AutoSPRINK2O18v13.1.69.O RA# 1 1/5/2018 9:50:19AM Page 29 Job Narn'e: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node 1 Elev I (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 a n93ativ9 vlue. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 419 32-1 3.56 4 10-0 120 23.573 ••••• Route 54 .... Flow (q) from Route 53 0.000098 369 32-1 16.90 4.3100 10-0 0.001 23.574 Total(Pt) Route 54 639 32-1 32.10 2 3-4 120 23.567 •••" Route 55•••• P0(10-0), Flow (q) from Route 60 10'O 0.000186 -1.445 640 35-5 4.09 2.2030 13-4 0.002 640 35-5 2 (See Notes) 1116 120 22.124 P0(10-0) P0(10-0) 20-0 0.000186 622 35-5 4.09 2.2030 131-6 0.024 22.149 Total(Pt) Route 55 639 32-1 32.10 4 10-0 120 23.567 •••• Route 56•••.' Flow (q) from Route 60 0.000249 563 32-1 28.02 4.3100 10-0 0.002 563 32-1 2 (See Notes) 34 120 23.569 P0(10-0) 0.000168 -1.445 564 35-5 3.87 2.2030 13-4 0.002 564 35-5 2 (See Notes) 1116 120 22.126 P0(10-0) P0(10-0) 20-0 0.000168 546 35-5 3.87 2.2030 131-6 0.022 22.149 Total(Pt) Route 56 563 32-1 3.87 4 10-0 120 23.569 ••••• Route 57 ..... Flow (q) from Route 56 0.000189 487 32-1 24.15 4.3100 10-0 0.002 23.571 Total(Pt) Route 57 792 32-1 41.14 2 3-4 120 23.560 '''Route58••••• P0(10-0), Flow (q) from Route 63 10'O 0.000239 1.445 793 35-5 4.68 2.2030 13-4 0.003 793 35-5 2 (See Notes) 1116 120 22.118 P0(10-0) P0(10-0) 20-0 0.000239 775 35-5 4.68 2.2030 131-6 0.031 22.149 Total(Pt) Route 58 ,©M.E.PCAD, Inc. qffi AutoSPRINK 2018 v1 3.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 30 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I 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 a n9gativ9 v'I"9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 792 32-1 41.14 4 10-0 120 23.560 ••••• Route 59••••• Flow (q) from Route 63 0.000406 716 32-1 36.46 4.3100 101-0 0.004 716 32-1 2 (See Notes) 3'4 120 23.564 P0(1 0-U) 101-0 0.000209 -1.445 717 35-5 4.36 2.2030 13-4 0.003 717 35-5 2 (See Notes) 111'-6 120 22.121 P0(1 0-U) P0(10-U) 20-0 0.000209 699 35-5 4.36 2.2030 131-6 0.028 22.149 Total(Pt) Route 59 716 32-1 4.36 4 101-0 120 23.564 ••••Route6O•''•• Flow (q) from Route 59 0.000321 639 32-1 32.10 4.3100 10,-U 0.003 23.567 Total(Pt) Route 60 945 32-1 51.69 2 3-4 120 23.548 ••••• Route 61 9 P0(10-U), Flow (q) from Route 66 10-0 0.000321 -1.445 _____________ 946 35-5 5.49 2.2030 13-4 0.004 946 35-5 2 (See Notes) 111'6 120 22.107 P0(10-0) P0(10-0) 20-0 0.000321 928 35-5 5.49 2.2030 131-6 0.042 22.150 Total(Pt) Route 61 945 32-1 51.69 4 101-0 120 23.548 •••'•Route 62••••• Flow (q) from Route 66 0.000628 868 32-1 46.20 4.3100 101-0 0.006 868 32-1 2 (See Notes) 3'4 120 23.555 P0(10-0) 101-0 0.000276 -1.445 869 35-5 5.06 2.2030 13-4 0.004 869 35-5 2 (See Notes) 111'6 120 22.113 P0(10-0) P0(1 0-U) 20-0 0.000276 851 35-5 5.06 2.2030 131-6 0.036 22.149 Total(Pt) Route 62 L I©M.E.P.CAD, Inc. V111 AutoSPRINK 2018 v1 3.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 31 Job Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev I (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 a n9gativ vlu9. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 868 32 -1 5.06 4 j [ 101-0 120 23.555 ••••• Route 63 Flow (q) from Route 62 0.000507 792 32-1 41.14 4.3100 101-0 0.005 23.560 Total(Pt) Route 63 1097 32-1 64.25 2 3-4 120 23.531 ••••• Route 64 P0(10-U), Flow (q) from Route 69 101-0 0.000447 -1.445 1098 35-5 6.56 2.2030 13-4 0.006 1098 35-5 2 (See Notes) 1116 120 22.092 P0(1 0-0) P0(1 0-U) 20-0 0.000447 1080 35-5 6.56 2.2030 131-6 0.059 22.151 Total(Pt) Route 64 1097 32-1 6425 4 101-0 120 23.531 ••'••Route 65••••• Flow (q) from Route 69 0.000948 1021 32-1 57.69 4.3100 10,-U 0.009 1021 32-1 2 (See Notes) 34 120 23.541 P0(1 0-U) 101-0 0.000378 -1.445 1022 35-5 5.99 2.2030 13-4 0.005 1022 35-5 2 (See Notes) 111'6 120 22.100 P0(10-U) P0(10-0) 20-U 0.000378 1004 35-5 5.99 2.2030 131-6 0.050 22.150 Total(Pt) Route 65 1021 32-1 5.99 4 1 1 10,-0 120 23.541 Route 66 ..... Flow (q) from Route 65 0.000774 945 32-1 51.69 4.3100 10,-0 0.008 23.548 Total(Pt) Route 66 1255 32-1 79.38 2 3-4 120 23.505 ••.•. Route 67•• P0(10-U), Flow (q) from Route 72 10-0 0.000633 -1.445 1256 35-5 7.93 2.2030 13-4 0.008 1256 35-5 2 (See Notes) 111'6 120 22.069 P0(10-U) P0(1 0-U) 20-0 0.000633 1238 35-5 7.93 2.2030 131-6 0.083 22.152 Total(Pt) Route 67 ,© M.E.P.CAD, Inc. P11 AutoSPRlNK 2018 v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 32 Job Name: Drawinq2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 a n9JativQ "al"e. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1255 32-1 79.38 4 10-0 120 23.505 •••• Route 68-0000 Flow (q) from Route 72 0.001408 1174 32-1 71.46 4.3100 10-0 0.014 1174 32-1 2 (See Notes) 34 120 23.519 P0(10-0) o'o 0.000531 -1.445 1175 35-5 7.21 2.2030 13-4 0.007 1175 35-5 2 (See Notes) 111'6 120 22.081 P0(10-0) P0(10-0) 20-0 0.000531 1157 35-5 7.21 2.2030 131-6 0.070 22.151 Total(Pt) Route 68 1174 32-1 7.21 4 1 1 10-0 120 23.519 •••'• Route 69•••• Flow (q) from Route 68 0.001157 1097 32-1 64.25 4.3100 10-0 0.012 23.531 Total(Pt) Route 69 1483 32-1 93.17 2 3-4 120 23.468 Route 7O P0(10-0), Flow (q) from Route 74 10'O 0.000511 -1.445 1484 35-5 7.06 2.2030 13-4 0.007 1484 35-5 2 (See Notes) 111'6 120 22.030 P0(10-0) P0(10-0) 20-0 0.000511 1464 35-5 7.06 2.2030 131-6 0.067 22.097 Total(Pt) Route 70 1483 32-1 93.17 4 10-0 120 23.468 ••••• Route 71••••• Flow (q) from Route 74 0.001989 1405 32-1 86.10 4.3100 10-0 0.020 1405 32-1 2 (See Notes) 3'4 120 23.488 P0(10-0) 10-0 0.000467 -1.445 1406 35-5 6.72 2.2030 13-4 0.006 1406 35-5 2 (See Notes) 111'6 120 22.049 P0(10-0) P0(10-0) 20-0 0.000467 1386 35-5 6.72 2.2030 131-6 0.061 22.111 Total(Pt) Route 71 ,,© M.E.P.CAD, Inc. §1 AutoSPRlNK 2018 v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 33 Job Name: Drawing2 Remote Area Number: RA# I Date: 1/5/2018 Pipe Information 1 Elev i (Foot) K-Factor Flow added this step Nominal ID TotalNode Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor () Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a nejative value. Fitting (Foot) Pf Friction Per Unit (psi) Elev(Pe) Loss Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1405 32-1 6.72 4 10-0 120 23.488 ••••• Route 72•••' Flow (q) from Route 71 0.001711 1255 32-1 79.38 4.3100 10-0 0.017 23.505 Total(Pt) Route 72 1635 32-1 4 10-0 120 23.419 ••••• Route 73•'••' 0002659 1559 32'-1 10074 43100 10-0 0.027 1559 32-1 2 (See Notes) 34 120 23.445 P0(10-0) 101-0 0.000581 -1.445 1560 35-5 7.57 2.2030 13-4 0.008 1560 35-5 2 (See Notes) 1116 120 22.008 P0(10-0) P0(10-0) 20-0 0.000581 1540 35-5 7.57 2.2030 131-6 0.076 22.084 Total(Pt) Route 73 1559 32-1 7.57 4 101-0 120 23.445 Route 74*** Flow (q) from Route 73 0.002301 1483 32-1 93.17 4.3100 10-0 0.023 23.468 Total(Pt) Route 74 1787 32-1 4 10-0 120 23.352 ••••Route 75••••• 0.003564 1711 32-1 118.03 4.3100 10-0 0.036 1711 32-1 4 10,-0 120 23.388 0.003075 1635 32-1 108.97 4.3100 10-0 0.031 1635 32-1 2 (See Notes) 3'4 120 23.419 P0(10-0) 101-0 0.000679 -1.445 1636 35-5 8.24 2.2030 13-4 0.009 1636 35-5 2 (See Notes) 111'6 120 21.983 P0(10-0) P0(10-0) 20-0 0.000679 1 1616 35-5 8.24 2.2030 131-6 0.089 22.072 Total(Pt) Route 75 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA# 1 1/5/2018 9:50:19AM Page 34 Jeb Name: Drawing2 Remote Area Number: RA# 1 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a njative vaIuQ. Fitting (Foot) __ ________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1962 32-1 3.87 4 11-0 120 23.258 ••••• Route 76••••• Flow (q) from Route 5 0.004836 1863 32-1 139.20 4.3100 11-0 0.053 1863 32-1 4 10-0 120 23.311 0.004144 1787 32-1 128.05 4.3100 10-0 0.041 1787 32-1 2 (See Notes) 3'4 120 23.352 P0(10-0) 10-0 0.000978 -1.445 1790 35-5 10.03 2.2030 13-4 0.013 1790 35-5 2 (See Notes) 111'6 120 21.920 P0(1 0-U) P0(10-0) 20-0 0.000978 1770 35-5 10.03 2.2030 131-6 0.129 22.049 Total(Pt) Route 76 1863 32-1 2 (See Notes) 3'4 120 23.311 .... Route 77 .... P0(1 0-U) 10.-0 0.001189 -1.445 1864 35-5 11.14 2.2030 13-4 0.016 1864 35-5 2 (See Notes) 1116 120 21.882 P0(10-U) P0(10-U) 20-0 0.001189 1846 35-5 11.14 2.2030 131-6 0.156 22.038 Total(Pt) Route 77 1711 32-1 2 (See Notes) 3-4 120 23.388 .... Route 78 P0(10-U) 10.-0 0.000810 -1.445 1712 35-5 9.06 2.2030 13-4 0.011 1712 35-5 2 (See Notes) 111'6 120 21.954 P0(10-0) P0(10-U) 20-0 0.000810 1692 35-5 9.06 2.2030 131-6 0.107 22.060 Total(Pt) Route 78 I J©M.E.P.CAD, Inc. 2.11 AutoSPRINK2O18v13.1.69.O RA# 1 1/5/2018 9:50:19AM Page 35 Jb Nan: Drawing2 Rpnnntp Arpq Numhr RAV 1 Date: 1/5/2018 quivalent Pipe Lengths of Valves and Fittings (C=120 only) I -fC Value Multiplier Actual Inside Diameter .. 4 Factor .87 Value OfC 100 130 140 150 I ' = Schedule 40 Steel Pipe Inside Diameterj Multiplying Factor 0.713 1.16 1.33 1.51 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 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange EN 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 PlV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.69.0 RA# 1 1/5/2018 9:50:19AM Page 36 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Roof Piping Design Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: RA #2 ESFR 25.000 NA 100. 00ft2 Pendent 12 Calculation Date: 1/5/2018 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm gpm at Node: 1 Type: Allowance at Source 250.00 gpm at Node: 35 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1829.88gpm @ 96.593 psi Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: 90.031 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.69.0 RA #2 1/5/2018 9:53:58AM Page 1 Hydraulic Graph Job Name: Drawing2 N 1.85 Remote Area Number: RA #2 Date: 1/5/2018 150— WaterSupply I Summary Sheet 135---Static Pressure 114 000 —_j Node: I ..00©126.000 120--- 105 82988@96.593 90H (I) ; 75- 60 - System demand curve 45— 30- 15H 0 -- _01111111111111111111111L 11111111 IIIIIIII 111111111 111111111 III 1.1 I I I I I I I I I I I I I I I I I I I I ____ 550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm (/&,©M.E.P.CAD, Inc. 111 AutoSPRINK 2018 03.1.69.0 1/5/2018 9:53:59AM Page 2 ~,JjR jSummary Of Outfiowing Devices I Job Number: 1 ReDort Descriotion: ESFR (RA #2 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 35 250.00 250.00 0 82.528 c Sprinkler 301 126.00 126.00 25.2 25.000 Sprinkler 302 126.88 126.00 25.2 25.350 Sprinkler 303 130.70 126.00 25.2 26.901 Sprinkler 304 126.14 126.00 25.2 25.054 Sprinkler 305 127.01 126.00 25.2 25.404 Sprinkler 306 130.84 126.00 25.2 26.959 Sprinkler 307 126.62 126.00 25.2 25.248 Sprinkler 308 127.51 126.00 25.2 25.601 Sprinkler 310 131.35 126.00 25.2 27.167 Sprinkler 311 142.00 126.00 25.2 31.750 Sprinkler 312 142.15 126.00 25.2 31.817 Sprinkler 313 142.69 126.00 25.2 32.060 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. jAutoSPRlNK2018v13.1.69.0 1/5/2018 9:54:01AM Page 3 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 134.000 126.000 8000.00 133.478 1829.88 96.593 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -11-1 Supply 96.593 1829.88 35 -2-7 Hydrant 82.528 250.00 301 35-5 Sprinkler 25.000 126.00 302 35-5 Sprinkler 25.350 126.88 303 35-5 Sprinkler 26.901 130.70 304 35-5 Sprinkler 25.054 126.14 305 35-5 Sprinkler 25.404 127.01 306 35-5 Sprinkler 26.959 130.84 307 35-5 Sprinkler 25.248 126.62 308 35-5 Sprinkler 25.601 127.51 310 35-5 Sprinkler 27.167 131.35 311 35-5 Sprinkler 31.750 142.00 312 35-5 Sprinkler 31.817 142.15 313 35-5 Sprinkler 32.060 142.69 8 32-1 54.357 9 32-1 54.358 10 32-1 54.361 11 32-1 54.366 12 32-1 54.374 ,© M.E.P.CAD, Inc. riflAutoSPRINK 2018 v13.1.( 1/5/2018 9:54:03AM Paqe 4 Job Name: Drawing2 Remdte Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 13 32-1 54.384 14 32-1 54.397 15 32-1 54.415 16 32-1 54.437 17 32-1 54.563 22 -6-7 85.934 25 -9-1 95.399 30 -6-7 85.330 32 -6-7 84.465 36 4-7 83.499 37 -6-7 84.465 42 32-1 49.775 43 32-1 50.320 44 32-1 50.837 45 32-1 51.333 46 32-1 51.810 47 32-1 52.272 48 32-1 52.725 49 35-5 47.442 50 32-1 48.589 51 32-1 49.200 53 -7-101/2 83.500 54 35-5 52.842 1&© M.E.P.CAD, Inc. §lAutoSPRINK 2018 03.1.1 1/5/2018 9:54:03AM Page 5 Job Name: Drawing2 Remdte Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 55 35-5 52.843 56 35-5 52.844 57 35-5 52.845 58 35-5 52.847 59 35-5 52.850 60 35-5 52.854 61 35-5 52.860 62 35-5 52.866 63 35-5 51.286 64 35-5 50.857 65 35-5 50.420 66 35-5 49.972 67 35-5 49.509 68 35-5 49.029 69 35-5 48.528 70 35-5 48.000 71 32-1 52.032 72 35-5 50.389 73 32-1 52.002 74 35-5 50.311 75 32-1 51.993 76 35-5 50.250 77 32-1 52.175 1&0 M.E.P.CAD, Inc. MlAutoSPRINK 2018 v13.1 .1 1/5/2018 9:54:03AM Paqe 6 Job Name: Drawing2 'Remo'te Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 78 35-5 50.613 79 32-1 52.088 80 35-5 50.488 81 32-1 52.439 82 35-5 50.939 83 32-1 52.293 84 35-5 50.763 85 32-1 52.800 86 35-5 51.349 87 32-1 52.610 88 35-5 51.135 89 32-1 42.282 90 32-1 53.157 91 35-5 51.822 92 32-1 52.999 93 35-5 51.680 94 32-1 53.376 95 35-5 52.019 96 32-1 53.281 97 35-5 51.934 98 32-1 53.498 99 35-5 52.129 100 32-1 53.447 &© M.E.P.CAD, Inc. FAII AutoSPRINK 2018 v13.1 .1 1/5/2018 9:54:03AM Paqe 7 Job Name: Drawing2 Remdte Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 101 35-5 52.083 102 32-1 53.554 103 35-5 52.180 104 32-1 53.533 105 35-5 52.160 107 0-6 79.644 108 32-1 53.566 109 35-5 52.190 110 35-5 32.466 114 2-1 82.327 115 2-1 90.327 118 35-5 32.534 119 35-5 32.782 133 32-1 42.368 137 32-1 62.658 162 32-1 64.546 177 32-1 42.675 201 32-0% 64.566 210 32-1 64.546 221 32-1 43.327 257 32-1 64.546 265 32-1 43.979 274 32-1 62.741 ,© M.E.P.CAD, Inc. FJO AutoSPRlNK 2018 v13.1. 1/5/2018 9:54:03AM Paqe 8 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 284 32-0% 64.565 309 32-1 44.631 319 32-1 64.546 333 32-1 63.040 343 32-0% 64.565 351 3201/2 64.563 369 32-1 64.546 379 32-1 63.673 389 32-0% 64.564 401 32-0% 64.563 419 32-1 64.546 426 32-1 64.307 468 32-0% 64.562 472 32-1 64.941 487 32-1 64.546 521 32-1 64.546 541 32-1 64.546 545 32-0% 64.561 563 32-1 64.546 594 32-1 64.546 615 32-1 64.546 621 3201/2 64.561 639 32-1 64.546 1&© M.E.P.CAD, Inc. 121 AutoSPRINK 2018 v13.1 1/5/2018 9:54:03AM Paqe 9 Job Name: Drawing2 Remdte Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 668 32-1 64.546 688 32-1 64.546 698 32O1/2 64.560 716 32-1 64.546 742 32-1 64.546 763 32-1 64.546 774 32-0% 64.559 792 32-1 64.546 816 32-1 64.546 836 32-1 64.546 850 32-0% 64.559 868 32-1 64.546 890 32-1 64.546 910 32-1 64.546 927 32-0% 64.558 945 32-1 64.546 964 32-1 64.546 984 32-1 64.546 1003 32-0% 64.557 1021 32-1 64.546 1037 32-1 64.546 1057 32-1 64.546 1079 32-1 64.557 (,© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.( 1/5/2018 9:54:03AM Page 10 Job Name: Drawing2 Remdte Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1097 32-1 64.546 1110 32-1 64.546 1130 32-1 64.546 1156 32-1 64.556 1174 32-1 64.546 1185 31-0 56.251 1188 32-1 64.546 1208 32-1 64.546 1237 32-1 64.555 1255 32-1 64.546 1261 32-1 64.546 1281 32-1 64.546 1385 32-1 64.554 1405 32-1 64.546 1408 32-1 64.546 1428 32-1 64.546 1463 32-1 64.554 1480 32-1 64.546 1483 32-1 64.546 1500 32-1 64.546 1539 32-1 64.553 1552 32-1 64.546 1559 32-1 64.546 ,©M.E.P.CAD, Inc. ill AutoSPRlNK 2018 03.1i 1/5/2018 9:54:03AM Paqe 11 Job Name: Drawing2 Remdte Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1572 32-1 64.546 1615 32-1 64.552 1624 32-1 64.546 1635 32-1 64.546 1644 32-1 64.546 1691 32-1 64.552 1696 32-1 64.546 1711 32-1 64.546 1716 32-1 64.546 1767 32-1 64.551 1768 32-1 64.546 1787 32-1 64.546 1788 32-1 64.546 1840 32-1 64.546 1845 32-1 64.550 1863 32-1 64.546 1911 32-1 64.546 1933 32-1 64.546 1941 32-1 64.550 1962 32-1 64.546 1971 32-1 54.356 1972 35-5 52.857 1992 32-1 53.571 &© M.E.P.CAD, Inc. FfIlAutoSPRINK 2018 03.1.1 1/5/2018 9:54:03AM Paqe 12 Job Name: Drawing2 Remthe Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1993 35-5 52.180 2055 32-1 64.546 2077 32-1 64.546 2085 32-1 64.549 2106 32-1 64.546 2115 32-1 54.355 2116 35-5 52.857 2136 32-1 53.575 2137 35-5 52.183 2199 32-1 64.546 2221 32-1 64.546 2229 32-1 64.548 2250 32-1 64.546 2259 32-1 54.355 2260 35-5 52.857 2280 32-1 53.577 2281 35-5 52.185 2343 32-1 64.546 2363 32-1 64.546 2370 32-1 64.547 2391 32-1 64.546 2400 32-1 54.355 2401 35-5 52.857 .,© M.E.P.CAD, Inc. q9VAutoSPRINK 2018 03.1 1/5/2018 9:54:03AM Paqe 13 Job Name: Drawing2 Remoie Area Number: RA #2 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2421 32-1 53.578 2422 35-5 52.186 2487 32-1 64.546 2509 32-1 64.546 2517 32-1 64.547 2538 32-1 64.546 2547 32-1 54.355 2548 35-5 52.857 2568 32-1 53.578 2569 35-5 52.186 &© M.E.P.CAD, Inc. AUtOSPRINK 2018 03.1.( 1/5/2018 9:54:03AM Page 14 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node 1 Elev i '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 a neJativ9 valuQ. Fitting (Foot) Loss Per Unit Pf Friction I (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 301 35-5 25.2 126.00 2½ (See Notes) 9-0 120 25.000 Route I Sprinkler 0.038876 302 35-5 126.00 2.7050 9-0 0.350 302 35-5 25.2 126.88 21/2 (See Notes) 111 0 120 25.350 Sprinkler 0.141054 303 35-5 252.88 1 2.7050 11-0 1.552 303 35-5 25.2 130.70 21/2 (See Notes) 6'3 120 26.901 Sprinkler, P0(12-0) 12-0 0.304886 110 35-5 383.58 2.7050 18-3 5.564 110 35-5 142.00 21/2 (See Notes) 3'4 120 32.466 Flow (q) from Route 4 P0(12-0) 12-0 0.545981 1.445 89 32-1 525.58 2.7050 15-4 8.372 89 32-1 6 10-0 120 42.282 0.008511 133 32-1 525.58 6.3570 10-0 0.085 133 32-1 526.14 6 10-0 120 42.368 Flow (q) from Route 2 0.030713 177 32-1 1051.72 6.3570 10-0 0.307 177 32-1 528.16 6 10-0 120 42.675 Flow (q) from Route 3 0.065203 221 32-1 1579.88 6.3570 10-0 0.652 221 32-1 6 10-0 120 43.327 0.065203 265 32-1 1579.88 6.3570 10-0 0.652 265 32-1 6 10-0 120 43.979 0.065203 309 32-1 1579.88 6.3570 10-0 0.652 309 32-1 6 (See Notes) 266 120 44.631 2E(17'-7) 35-2% 0.065203 50 32-1 1579.88 6.3570 60-81/2 3.958 50 32-1 6 10-0 120 48.589 0.061107 51 32-1 1525.43 6.3570 10-0 0.611 1 J ©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 15 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices E uiv 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 val"Q. Fitting (Foot) Pf Friction Loss Per Unit (1 Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 51 32-1 6 10-0 120 49.200 0.057525 42 32-1 1476.43 6.3570 10-0 0.575 42 32-1 6 10-0 120 49.775 0.054423 43 32-1 1432.84 6.3570 10-0 0.544 43 32-1 6 10-0 120 50.320 0.051768 44 32-1 1394.62 6.3570 0.518 44 32-1 6 10-0 120 50.837 0049534 45 32 1 136176 63570 101-0 0.495 45 32-1 6 10-0 120 51.333 0.047701 46 32-1 1334.29 6.3570 10-0 0.477 46 32-1 6 10-0 120 51.810 0046266 47 32'-1 131243 63570 101-0 0.463 47 32-1 6 10-0 120 52.272 0.045252 101-0 48 32-1 1296.81 6.3570 0.453 48 32-1 6 (See Notes) 3'4 120 52.725 T(37'-81/2) 3781/2 0.044804 17 32-1 1289.85 6.3570 4101/2 1.838 17 32-1 290.02 6 (See Notes) 1,-i 120 54.563 Flow (q) from Route 9 E(17-7) 17-7 0.065203 0.470 1185 31-0 1579.88 6.3570 1 8-8 1.218 1185 31-0 8 (See Notes) 3586 120 56.251 2E(21-11/2), 3fE(15'-3), Z, f(-0. )00), BV(14-1), T(41'-11/2), CV( 52-10) 196-11/2 0.018333 13.225 107 0-6 1579.88 8.2490 554 -7/2 10.168 107 0-6 10 (See Notes) 13'91A 140 79.644 E(36-1) 36-1 0.004336 3.640 53 -7-101/2 1579.88 10.4600 49-10% 0216 ,©M.E.P.CAD, Inc. V§j AutoSPRlNK2018v13.1.69.O RA #2 1/5/2018 9:54:07AM Page 16 Job Name: Drawinq2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 a ncjative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 53 -7-10% 10 (See Notes) 991 9 150 83.500 EE(12'-10%), 3E(25'-9), PIV(5- 10), T(58'-6%) 154-6% 0.006069 -0.578 32 -6-7 1579.88 9.5100 25431/2 1.543 32 -6-7 27.01 8 (See Notes) 5'0 150 84.465 Flow (q) from Route 7 T(44'-8) 44-8 0.017398 30 -6'-7 1606.89 7.7100 49-8 0.864 30 -6-7 222.99 12 (See Notes) 130'1 150 85.330 Flow (q) from Route 8 EE(16-1), E(31'-4) 46'-5 0.003424 22 -6-7 1829.88 11.3100 176'-6 0.604 22 -6-7 12 (See Notes) 11'2 140 85.934 E(45'-3%) 45'-31/2 0.002371 -3.741 114 2-1 1829.88 12.5200 56-5% 0.134 114 2-1 8 (See Notes) 0,-0 120 82.327 BFP(-8.000) 0.028256 115 2-1 1829.88 7.9810 0,-0 8.000 115 2-1 12 (See Notes) 13'8 140 90.327 2E(45'-3%) 90-6% 0.002371 4.825 25 -9-1 1829.88 12.5200 104-2 % 0.247 25 -9-1 12 (See Notes) 32'9% 150 95.399 2E(31'-4), S 62-8 0.003424 0.867 1 -11-1 1829.88 11.3100 F 95-5% 0.327 0.00 96.593 Hose Allowance At Source Total(Pt) Route 1 1 1829.88 304 35-5 25.2 126.14 2% (See Notes) 9-0 120 25.054 •• .'• Route 2 Sprinkler 0.038954 305 35-5 126.14 2.7050 9-0 0.351 305 35-5 25.2 127.01 21/2 (See Notes) 11,-0 120 25.404 Sprinkler 0.141335 306 35-5 253.15 2.7050 11-0 1.555 306 35-5 25.2 130.84 21/2 (See Notes) 63 120 26.959 Sprinkler, P0(12-0) 12-0 0.305491 118 35-5 383.99 2.7050 18-3 5.575 ,©M.E.P.CAD, Inc. AutoSPRlNK2U18v13.1.69.O RA #2 1/5/2018 9:54:07AM Page 17 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 a nQgati"Q va1ue. Fitting (Foot) Pt Friction Per Unit (psi) Elev(Pe) Loss Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 118 35-5 142.15 21/2 (See Notes) 3'4 120 32.534 Flow (q) from Route 5 P0(12-0) 12-0 0.547060 1.445 133 32-1 526.14 2.7050 15-4 8.388 42.368 Total(Pt) Route 2 307 35-5 25.2 126.62 21/2 (See Notes) 9-0 120 25.248 ••••• Route 3• Sprinkler 0.039232 308 35-5 126.62 2.7050 9,-U 0.353 308 35-5 25.2 127.51 21/2 (See Notes) 111 0 120 25.601 Sprinkler 0.142346 310 35-5 254.13 2.7050 11-0 1.566 310 35-5 25.2 131.35 21,6 (See Notes) 6-3 120 27.167 Sprinkler, P0(1 2-U) 12-0 0.307673 119 35-5 385.47 2.7050 18-3 5.615 119 35-5 142.69 21/2 (See Notes) 34 120 32.782 Flow (q) from Route 6 P0(12-0) 12-0 0.550954 1.445 177 32-1 528.16 2.7050 15-4 8.448 42.675 Total(Pt) Route 3 311 35-5 25.2 142.00 2% (See Notes) 2'-9 120 31.750 ••••• Route 4'•'•' Sprinkler, P0(1 2-U) 12-0 0.048496 110 35-5 142.00 2.7050 14-9 0.715 32.466 Total(Pt) Route 4 312 35-5 25.2 142.15 21/2 (See Notes) 2'-9 120 31.817 ••••• Route 5•"•• Sprinkler, P0(1 2-U) 12-0 0.048591 118 35-5 142.15 2.7050 14-9 0.717 32.534 Total(Pt) Route 5 313 35-5 25.2 142.69 21/2 (See Notes) 2-9 120 32.060 .... Route 6 Sprinkler, P0(1 2-U) 12-0 0.048933 119 35-5 142.69 2.7050 14-9 0.722 32.782 Total(Pt) Route 6 35 -2-7 250.00 4 (See Notes) 2-0 150 1 82.528 ••••• Route 7 ..... Hydrant, EE(6'-5%) 6-51/2 0.012349 0.867 36 4-7 250.00 4.0800 8-5% 0.104 L J©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 18 Job Name: Drawinq2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I 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 (Pt) and shown as Fitting (Foot) __ _______ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 36 -4-7 6 (See Notes) 87l/2 150 83.499 T(38-111/2) 38-111/2 0.002083 0.867 37 -6-7 250.00 5.8800 47-7 0.099 37 -6-7 8 22-1 150 84.465 0.000009 32 -6-7 27.01 7.7100 22-1 0.000 84.465 Total(Pt) Route 7 37 -6-7 27.01 8 (See Notes) 1689-10 150 84.465 ••••• Route 8•••• Flow (q) from Route 7 4E(22-1 1%), 8EE(1 1-6), T(44 -8) 228-5 0.000451 30 -6-7 222.99 7.7100 191831/2 0.864 85.330 Total(Pt) Route 8 2548 35-5 7.59 1% (See Notes) 3-4 120 52.857 ••••• Route 9••••• Flow (q) from Route 10 P0(6-0) 6-0 0.005703 1.445 2547 32-1 7.59 1.3800 9-4 0.053 2547 32-1 6 12-0 120 54.355 0.000003 2400 32-1 7.59 6.3570 12-0 0.000 2400 32'1 7.59 6 12-0 120 54.355 Flow (q) from Route 11 2259 32-1 15.19 6.3570 0.000012 12-0 0.000 2259 321 7.60 6 12-0 120 54. 355 Flow (q) from Route 12 2115 32-1 22.79 6.3570 0.000026 12-0 0.000 2115 32'1 7.61 6 12-0 120 54.355 Flow (q) from Route 13 0.000044 1971 32-1 30.40 6.3570 12-0 0.001 1971 321 7.64 6 111-0 120 54. 356 Flow (q) from Route 14 0.000066 -0 8 32-1 38.03 6.3570 11 0.001 8 32-1 24.73 6 10-0 120 54.357 Flow (q) from Route 34 0.000167 9 32-1 62.76 6.3570 10-0 0.002 1&,©M.E.P.CAD, Inc. 41AutoSPRINK2018v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 19 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev I (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 a negative va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 9 32'l 24.96 6 10-0 120 54.358 Flow (q) from Route 33 0.000310 10-0 10 32-1 87.72 6.3570 0.003 10 321 25.37 6 10-0 120 54.361 _______ Flow (q) from Route 32 0.000496 11 32-1 113.09 6.3570 10'-0 0.005 11 321 26.02 6 10-0 120 54. 366 Flow (q) from Route 31 0.000728 12 32-1 139.11 6.3570 10-0 0.007 12 321 26.95 6 10-0 120 54. 374 Flow (q) from Route 30 0.001010 13 32-1 166.07 6.3570 10-0 0.010 13 32-1 28.20 6 10-0 120 54.384 Flow (q) from Route 29 0.001350 10-0 14 32-1 194.27 6.3570 0.014 14 32'-1 29.80 6 10-0 120 54.397 Flow (q) from Route 28 0.001758 10-0 15 32-1 224.07 6.3570 0.018 15 32-1 31.78 6 10-0 120 54.415 Flow (q) from Route 27 0.002247 16 32-1 255.85 6.3570 10-0 0.022 16 32-1 34.17 6 (See Notes) 6-8 120 54.437 Flow (q) from Route 26 T(37'-8%) 37.81,4 0.002833 17 32-1 290.02 6.3570 F4~ -5 0.126 54.563 Total(Pt) Route 9 2569 35-5 7.59 11/4 (See Notes) 105-6 120 52.186 ••••• Route lO••••• T(6'-O), Flow (q) from Route 15 T(6'-O) 12-0 0.005703 2548 35-5 7.59 1.3800 117-6 0.670 52.857 Total(Pt) Route 10 2422 35-5 7.59 1% (See Notes) 105-6 120 52.186 ••••• Route 11 ..... T(6-0), Flow (q) from Route 17 T(6'-O) 12-0 0.005706 2401 35-5 7.59 1.3800 117-6 0.670 (,,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.O RA #2 1/5/2018 9:54:07AM Page 20 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I 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 (Pt) and shown as a nej'tiv vplue. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ______________ Friction(Pf) 2401 35-5 1¼ (See Notes) J 3'4 120 52.857 6-0 0.005706 1.445 2400 32-1 7.59 1.3800 9-4 1 P0(6-0) 0.053 54.355 Total(Pt) Route 11 2281 35-5 7.60 1¼ (See Notes) 105'6 120 52.185 •••••Route 12...' T(6'-O), Flow (q) from Route 18 T(6'-O) 12-0 0.005714 2260 35-5 7.60 1.3800 117-6 ____________ 0.671 2260 35-5 1¼ (See Notes) 34 120 52.857 P0(6-0) 6-0 0.005714 1.445 2259 32-1 7.60 1.3800 9-4 0.053 54.355 Total(Pt) Route 12 2137 35-5 7.61 1¼ (See Notes) 1056 120 52.183 ••••• Route 13•••• T(6'-O), Flow (q) from Route 19 T(6'-O) 12-0 0.005732 2116 36-5 7.61 1.3800 117-6 ___________ 0.674 2116 35-5 1¼ (See Notes) 3'4 120 52.857 P0(6-0) 6-0 0.005732 1.445 2115 32-1 7.61 1.3800 9-4 0.054 54.355 Total(Pt) Route 13 1993 35-5 7.64 1¼ (See Notes) 105-6 120 52.180 ••' Route 14••••• T(6'-O), Flow (q) from Route 16 T(6'-O) 12-0 0.005763 1972 35-5 7.64 1.3800 117-6 __________ 0.677 1972 35-5 1¼ (See Notes) 3'4 120 52.857 P0(6-0) 6-0 0.005763 1.445 1971 32-1 7.64 1.3800 9-4 0.054 54.356 Total(Pt) Route 14 2421 32-1 4 12-0 120 53.578 ••••• Route l5•"•• 0.000024 2568 32-1 7.59 4.2600 12-0 0.000 2568 32-1 11/4 (See Notes) 3'4 120 53.578 P0(6-0) 6-0 -1.445 2569 35-5 7.59 1.38001 0.005703 9-4 0.053 52.186 Total(Pt) Route 15 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 21 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as ncj'tive value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID TI (Foot) Friction(Pf) 48 32-1 2 (See Notes) 120 52.725 ••••• Route 16• 10-0 0.000498 -1.445 63 35-5 6.96 2.2030 13-4 0.007 63 35-5 2 (See Notes) 1066 120 51.286 P0 10-0 P0(10-0) 20-0 0.000498 86 35-5 6.96 2.2030 125-6 0.062 86 35-5 2 (See Notes) 34 120 51.349 P0(10-0) 0.000498 1.445 85 32-1 6.96 2.2030 13-4 0.007 85 . - 283.06 4 10-0 120 52.800 Flow (q) from Route 20 0.019903 92 32-1 290.02 4.2600 F 1 01-0 0.199 92 32-1 4 10-0 120 52.999 0.015784 90 32-1 255.85 4.2600 1 101-0 0.158 90 32-1 4 10-0 120 53.157 0.012349 96 32-1 224.07 4.2600 0.123 96 32-1 4 10-0 120 53.281 0.009484 94 32-1 194.27 4.2600 0.095 94 32-1 4 10-0 120 53.376 0.007095 100 32-1 166.07 4.2600 0.071 100 32-1 4 10-0 120 53.447 0.005113 98 32-1 139.11 4.2600 0.051 98 32-1 4 10-0 120 53.498 0.003486 104 32-1 113.09 4.2600 0.035 104 32-1 4 10-0 120 53.533 0.002179 102 32-1 87.72 4.2600 0.022 ,©M.E.P.CAD, Inc. AutoSPRlNK2O18v13.1.69.O RA #2 1/5/2018 9:54:07AM Page 22 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev I (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 a n9jativ v'l"e. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 102 32-1 4 10-0 120 53.554 0.001173 108 32-1 62.76 4.2600 101-0 0.012 108 32-1 4 11,-0 120 53.566 0.000464 1992 32-1 38.03 4.2600 111-0 0.005 '1992 32-1 11/4 (See Notes) 3'4 120 53.571 P0(6-U) 6-0 -1.445 1993 35-5 7.64 1.3800]0.005763 9-4 0.054 52.180 Total(Pt) Route 16 1992 32-1 7.64 4 12-0 120 53.571 ''.' Route 17••••• Flow (q) from Route 16 0.000307 2136 . 32-1 30.40 4.2600 12-U 0.004 2136 32-1 4 12-0 120 53.575 0.000180 2280 32-1 22.79 4.2600 12-U 0.002 2280 32-1 4 12-0 120 53.577 0.000085 2421 32-1 15.19 4.2600 12-U 0.001 2421 32-1 11/4 (See Notes) 34 120 53.578 P0(6-U) 6-0 0.005706 -1.445 2422 35-5 7.59 1.3800 9-4 0.053 52.186 Total(Pt) Route 17 2280 32-1 11/4 (See Notes) 3-4 120 53.577 ••••• Route 18•••• P0(6-U) 6-0 0.005714 -1.445 2281 35-5 7.60 1.3800 9-4 0.053 52.185 Total(Pt) Route 18 2136 32-1 1% (See 3-4 120 53.575 Route 19 ..... PO( ) 6-0 0.005732 6'-O) -1.445 2137 35-5 7.61 1.3800 9-4 0.054 52.183 Total(Pt) Route 19 /V ©M.E.P.CAD, Inc. 411 AutoSPRINK2Ol8v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 23 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 (Pt) and shown as a ncjativ value Fitting (Foot) _________ Pt Friction Loss Per Unit (psi) Elev(Pe) ______________ Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 72 35-5 43.59 2 (See Notes) 3-4 120 50.389 ••••• Route 20 Flow (q) from Route 40 P0(10-0) 10-0 0.014827 1.445 71 32-1 43.59 2.2030 13-4 0.198 71 32-1 103.45 4 10-0 120 52.032 Flow (q) from Route 41 0.005665 79 32-1 147.04 4.2600 10-0 0.057 79 32-1 38.22 4 10-0 120 52.088 Flow (q) from Route 21 0.008686 77 32-1 185.26 4.2600 10-0 0.087 77 32-1 32.86 4 10-0 120 52.175 Flow (q) from Route 22 0.011749 83 32-1 218.12 4.2600 10-0 0.117 83 32-1 27.47 4 10-0 120 52.293 Flow (q) from Route 23 0.014632 81 32-1 245.58 4.2600 10-0 0.146 81 32-1 21.86 4 10-0 120 52.439 Flow (q) from Route 24 0.017132 87 32-1 267.44 4.2600 10-0 0.171 87 32-1 15.62 4 10-0 120 52.610 Flow (q) from Route 25 0.019029 85 32-1 283.06 4.2600 10-0 0.190 52.800 Total(Pt) Route 20 80 35-5 38.22 2 (See Notes) 3-4 120 50.488 ••••• Route 21 Flow (q) from Route 39 P0(10-0) 10-0 0.011623 1.445 79 32-1 38.22 2.2030 13-4 0.155 52.088 Total(Pt) Route 21 78 35-5 32.86 2 (See Notes) 3'4 120 50.613 ••••• Route 22 Flow (q) from Route 38 P0(10-0) 10-0 0.008792 1.445 77 32-1 32.86 2.2030 13-4 0.117 52.175 Total(Pt) Route 22 84 35-5 27.47 2 (See Notes) 3-4 120 50.763 • ... Route 23 Flow (q) from Route 37 P0(10-0) 10-0 0.006309 1.445 83 32-1 27.47 2.2030 13-4 0.084 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.O RA#2 1/5/2018 9:54:07AM Page 24 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a negative value Fitting (Foot) _________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 52.293 Total(Pt) Route 23 82 35-5 21.86 2 (See Notes) 3'4 120 50.939 ••• Route 24••''• Flow (q) from Route 36 P0(10-0) 10-0 0.004135 1.445 81 32-1 21.86 2.2030 13-4 0.055 52.439 Total(Pt) Route 24 88 35-5 15.62 2 (See Notes) 3-4 120 51.135 ••••• Route 25••••• Flow (q) from Route 35 P0(10-0) oo 0.002221 1.445 87 32-1 15.62 2.2030 13-4 0.030 52.610 Total(Pt) Route 25 62 35-5 34.17 2 (See Notes) 3-4 120 52.866 ••••• Route 26••••• Flow (q) from Route 51 P0(10-0) oo 0.009449 1.445 16 32-1 34.17 2.2030 13-4 0.126 54.437 Total(Pt) Route 26 61 35-5 31.78 2 (See Notes) 3-4 120 52.860 Route 27 Flow (q) from Route 50 P0(10-0) 10-0 0.008264 1.445 15 32-1 31.78 2.2030 13-4 0.110 54.415 Total(Pt) Route 27 60 35-5 29.80 2 (See Notes) 3-4 120 52.854 •••'' Route 28 Flow (q) from Route 49 P0(10-0) 10-0 0.007337 1.445 14 32-1 29.80 2.2030 13-4 0.098 54.397 Total(Pt) Route 28 59 35-5 28.20 2 (See Notes) 3-4 120 52.850 •... Route 29••••• Flow (q) from Route 48 P0(10-0) 10-0 0.006625 1.445 13 32-1 28.20 2.2030 13-4 0.088 54.384 Total(Pt) Route 29 58 35-5 26.95 2 (See Notes) 3-4 120 52.847 .... Route 30 • Flow (q) from Route 47 P0(10-0) 10-0 0.006093 1.445 12 32-1 26.95 2.2030 13-4 0.081 54.374 Total(Pt) Route 30 57 35-5 26.02 2 (See Notes) 3-4 120 52.845 •• •.. Route 31 Flow (q) from Route 46 P0(10-0) 10-0 0.005709 1.445 11 32-1 26.02 2.2030 13-4 0.076 54.366 Total(Pt) Route 31 1.,©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 25 Job Name: Drawing2 Remote Ar&a Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 56 35-5 25.37 2 (See Notes) 3-4 120 52.844 •••• - Route 32..... Flow (q) from Route 45 P0(10-0) 10-0 0.005447 1.445 10 32-1 25.37 2.2030 13-4 0.073 54.361 Total(Pt) Route 32 55 35-5 24.96 2 (See Notes) 3-4 120 52.843 ' Route 33•• Flow (q) from Route 44 P0(10-0) 10-0 0.005284 1.445 9 32-1 24.96 2.2030 13-4 0.070 54.358 Total(Pt) Route 33 54 35-5 24.73 2 (See Notes) 3'4 120 52.842 .... Route 34. Flow (q) from Route 43 P0(10-0) 10-0 0.005196 1.445 8 32-1 24.73 2.2030 13-4 0.069 54.357 Total(Pt) Route 34 47 32-1 2 (See Notes) 3-4 120 52.272 •••Route 35••••• P0(10-0) oo 0.002221 -1.445 64 35-5 15.62 2.2030 13-4 0.030 64 35-5 2 (See Notes) 1056 120 50.857 P0(10-0) P0(10-0) 20-0 0.002221 88 35-5 15.62 2.2030 125-6 0.279 51.135 Total(Pt) Route 35 46 32-1 2 (See Notes) 3-4 120 51.810 '•••Route 36••••• P0(10-0) 10-0 0.004135 -1.445 65 35-5 21.86 2.2030 13-4 0.055 65 35-5 2 (See Notes) 1066 120 50.420 P0(10-0) P0(10-0) 20-0 0.004135 82 35-5 21.86 2.2030 125-6 0.519 50.939 Total(Pt) Route 36 45 32-1 2 (See Notes) 3-4 120 51.333 ••• Route 37•'••• P0(10-0) 101-0 0.006309 -1.445 66 35-5 27.47 2.2030 13-4 0.084 66 35-5 2 (See Notes) 1056 120 49.972 P0(1 0-0) P0(10-0) 20-0 0.006309 84 35-5 27.47 2.2030 125-6 0.792 50.763 Total(Pt) Route 37 L J©M.E.P.CAD, Inc. §j AutoSPRINK 2018 v1 3.1.69.0 RA #2 1/5/2018 9:54:07AM Page 26 Job Name: Drawing2. Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 a nj'tiv vlu9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 44 32-1 2 (See Notes) 3-4 120 50.837 ••••• Route 38. P0(10-0) oo 0.008792 -1.445 67 35-5 32.86 2.2030 13-4 0.117 67 35-5 2 (See Notes) 105-6 120 49.509 P0(10-0) P0(10-0) 20-0 0.008792 78 35-5 32.86 2.2030 125-6 1.103 50.613 Total(Pt) Route 38 43 32-1 2 (See Notes) 34 120 50.320 Route 39. P0(10-0) oo 0.011623 -1.445 68 35-5 38.22 2.2030 13-4 0.155 68 35-5 2 (See Notes) 1066 120 49.029 P0(10-0) P0(10-0) 20-0 0.011623 L8O 35-5 38.22 2.2030 125-6 1.459 50.488 Total(Pt) Route 39 42 32-1 2 (See Notes) 3'4 120 49.775 •••Route 4O•••• P0(10-0) oo 0.014827 -1.445 69 35-5 43.59 2.2030 13-4 0.198 69 35-5 2 (See Notes) 106-6 120 48.528 P0(10-0) P0(10-0) 20-0 72 35-5 -T-43.59 2.2030 0.014827 r125'-6 1.861 50.389 Total(Pt) Route 40 51 32-1 2 (See Notes) 3'4 120 49.200 ••••• Route 41 P0(10-0) 10-0 0.018413 -1.445 70 35-5 49.01 2.2030 13-4 0.246 70 35-5 2 (See Notes) 1066 120 48.000 P0(10-0) P0(10-0) 20-0 0.018413 74 35-5 49.01 2.2030 125-6 2.311 74 36-5 2 (See Notes) 3'4 120 50.311 P0(10-0) 100 0.018413 1.445 73 32-1 49.01 2.2030 13-4 0.246 73 32-1 54.44 4 10-0 120 52.002 Flow (q) from Route 42 0.002956 1 71 32-1 103.45 4.2600 10-0 0.030 ,©M.E.P.CAD, Inc. qffi AutoSPRINK 2018 v1 3.1.69.0 RA #2 1/5/2018 9:54:07AM Page 27 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a ncj'tivc va1u9. Fitting (Foot) __________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 52.032 J Total(Pt) Route 41 50 32-1 2 (See Notes) 3-4 120 48.589 •••'' Route 42. ( ) 10-0 0.022370 -1.445 49 35-5 54.44 2.2030 13-4 0.298 49 35-5 2 (See Notes) 1066 120 47.442 P0(1 0-0) P0(10'0) 20-0 0.022370 76 35-5 54.44 2.2030 125-6 2.807 76 35-5 2 (See Notes) 3'4 120 50.250 P0(10-0) 10-0 0.022370 1.445 75 32-1 54.44 2.2030 13-4 0.298 75 32-1 4 10-0 120 51.993 0.000901 73 32-1 54.44 4.2600 10,-U 0.009 52.002 Total(Pt) Route 42 108 32-1 2 (See Notes) 3-4 120 53.566 ••••• Route 43'••• P0(10-0) 101-0 0.005196 -1.445 109 35-5 24.73 2.2030 13-4 0.069 109 35-5 2 (See Notes) 1066 120 52.190 P0(10-U) P0(10-U) 20-0 0.005196 54 35-5 24.73 2.2030 F126-6 0.652 52.842 Total(Pt) Route 43 102 32-1 2 (See Notes) 3-4 120 53.554 ••••• Route 44 ..... P0(10-0) 101-0 0.005284 -1.445 103 35-5 24.96 2.2030 13-4 0.070 103 35-5 2 (See Notes) 1066 120 52.180 P0(10-0) P0(1 0-U) 20-0 0.005284 55 35-5 24.96 2.2030 125-6 0.663 52.843 Total(Pt) Route 44 104 32-1 2 (See Notes) 3-4 120 53.533 ••.. Route 45 P0(10-U) oo 0.005447 -1.445 105 35-5 25.37 2.2030 13-4 0.073 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 . RA #2 1/5/2018 9:54:07AM Page 28 Job Name: Drawing2 Remote Aria Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as Magatius va1u9. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 105 35-5 2 (See Notes) 105-6 120 52.160 P0(10-0) P0(10-0) 20-0 0.005447 56 35-5 25.37 2.2030 125-6 0.684 52.844 Total(Pt) Route 45 98 32-1 2 (See Notes) 3-4 120 53.498 ••••• Route 46•• () 10-0 0.005709 -1.445 99 35-5 26.02 2.2030 13-4 0.076 99 35-5 2 (See Notes) 1056 120 52.129 P0(10-0) P0(10-0) 20-0 0.005709 57 35-5 26.02 2.2030 125-6 0.716 52.845 Total(Pt) Route 46 100 32-1 2 (See Notes) 34 120 53.447 ••••• Route 47''••• P0(10-0) 10-0 0.006093 -1.445 101 35-5 26.95 2.2030 13-4 0.081 101 35-5 2 (See Notes) 1066 120 52.083 P0(10-0) P0(10-0) 20-0 0.006093 58 35-5 26.95 2.2030 125-6 0.765 52.847 Total(Pt) Route 47 94 32-1 2 (See Notes) 3-4 120 53.376 ••••• Route 48 P0(10-0) 10-0 0.006625 -1.445 95 35-5 28.20 2.2030 13-4 0.088 95 35-5 2 (See Notes) 1066 120 52.019 P0(10-0) P0(10-0) 20-0 0.006625 59 35-5 28.20 2.2030 125-6 0.831 52.850 Total(Pt) Route 48 96 32-1 2 (See Notes) 34 120 53.281 ••••• Route 49.. P0(10-0) 101-0 0.007337 -1.445 97 35-5 29.80 2.2030 13-4 0.098 97 35-5 2 (See Notes) 1056 120 51.934 P0(10-0) P0(10-0) 20-0 0.007337 60 35-5 29.80 2.2030 125-6 0.921 52.854 Total(Pt) Route 49 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA #2 1/5/2018 9:54:07AM Page 29 Job Name: Drawing2 Remote Area Number: RA #2 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a n9gatv9 value. Fitting (Foot) __________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow ( Actual ID Total (Foot) Friction(Pf) 90 32-1 2 (See Notes) 3-4 120 53.157 "•• Route 5O••••• P0(10-0) 10-0 0.008264 -1.445 91 35-5 31.78 2.2030 13-4 0.110 91 35-5 2 (See Notes) 1056 120 51.822 P0(10-0) P0(10-0) 20-0 0.008264 61 35-5 31.78 2.2030 125-6 1.037 52.860 Total(Pt) Route 50 92 32-1 2 (See Notes) 3'4 120 52.999 ••••' Route 51 P0(10-0) 10-0 0.009449 -1.445 93 35-5 34.17 2.2030 13-4 0.126 93 35-5 2 (See Notes) 1066 120 51.680 P0(1 0-0) P0(10-0) 20-0 0.009449 62 35-5 34.17 2.2030 125-6 1.186 52.866 Total(Pt) Route 51 ,© M.E.P.CAD, Inc. 011 AutoSPRINK 2018 v13.1 .69.0 RA #2 1/5/2018 9:54:07AM Page 30 Job Name: Drawing2 Remote Aria Number: RA #2 Date: 1/5/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I IC Value Multiplier Actual Inside Diameter ' 4 Factor .87 Value OfC 100 130 140 150 i I = Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow 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 Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. q,o AutoSPRlNK2018v13.1.69.0 RA #2 1/5/2018 9:54:07AM Page 31 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Roof Piping Design Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per 'Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: RA #3 ESFR 25.000 NA 100. 00ft2 Pendent 12 Calculation Date: 1/5/2018 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm gpm at Node: 1 Type: Allowance at Source 250.00 gpm at Node: 35 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1771.23gpm @ 117.378p5i Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 117.378 Right: 117.282 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1 .69.0 RA #3 1/5/2018 9:56:34AM Page 1 EL 60 C/) 75 Job Name: Drawing2 Remote Area Number: RA #3 150- 120 135 45 - Static Pressure 134.000—________ _________ ___________ _____________ Water Supply Summary Sheet Node: I ---.......... 8000.00t126.000 - 1771.23@117.378 System demand curve _...IjJIIjJ.Ljj.1_j.JIIIICIICI 111111111 111111111 IllIllIll III It I I III I II II I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 1/5/2018 q550 3100 I, 6200 7750 9300 10850 12400 13950 15500 Flow - gpm (/I V©M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.69.0 1/5/2018 9:56:36AM Paqe2 1111'summary Of Outfiowing Devices I Job Number: 1 Rrrnrt flstrintfrn FFR (PA \ Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 35 250.00 250.00 0 103.440 Sprinkler 3276 127.77 126.00 25.2 25.706 Sprinkler 3277 126.29 126.00 25.2 25.116 Sprinkler 3278 126.27 126.00 25.2 25.107 Sprinkler 3279 127.40 126.00 25.2 25.560 Sprinkler 3321 127.56 126.00 25.2 25.621 Sprinkler 3322 126.07 126.00 25.2 25.029 Sprinkler 3323 126.05 126.00 25.2 25.019 Sprinkler 3324 127.17 126.00 25.2 25.466 Sprinkler 3366 127.51 126.00 25.2 25.602 Sprinkler 3367 126.02 126.00 25.2 25.009 c Sprinkler 3368 126.00 126.00 25.2 25.000 Sprinkler 3369 127.12 126.00 25.2 25.446 r Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1.69.0 1/5/2018 9:56:37AM Page 3 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) ® (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 134.000 126.000 1 8000.00 133.508 1771.23 117.378 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -111-1 Supply 117.378 1771.23 35 -2-7 Hydrant 103.440 250.00 3276 35-3 Sprinkler 25.706 127.77 3277 35-3 Sprinkler 25.116 126.29 3278 35-3 Sprinkler 25.107 126.27 3279 35-3 Sprinkler 25.560 127.40 3321 35-3 Sprinkler 25.621 127.56 3322 35-3 Sprinkler 25.029 126.07 3323 35-3 Sprinkler 25.019 126.05 3324 35-3 Sprinkler 25.466 127.17 3366 35-3 Sprinkler 25.602 127.51 3367 35-3 Sprinkler 25.009 126.02 3368 35-3 Sprinkler 25.000 126.00 3369 35-3 Sprinkler 25.446 127.12 8 32-1 72.920 9 32-1 72.962 10 32-1 73.078 11 32-1 73.304 12 32-1 73.554 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 03.1 .1 1/5/2018 9:56:39AM Page 4 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 13 32-1 73.826 14 32-1 74.121 15 32-1 74.436 16 32-1 74.773 17 32-1 76.364 22 -6-7 106.760 25 -9-1 116.203 30 -6-7 106.191 32 -6-7 105.378 36 4-7 104.411 37 -6-7 105.378 42 32-1 76.062 43 32-1 76.068 44 32-1 76.077 45 32-1 76.091 46 32-1 76.111 47 32-1 76.138 48 32-1 76.174 49 35-5 74.452 50 32-1 76.059 51 32-1 76.060 53 -7-101/2 104.517 54 35-5 65.818 © M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.1 1/5/2018 9:56:39AM Page 5 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 55 35-5 65.858 56 35-5 65.981 57 35-5 71.602 58 35-5 71.893 59 35-5 72.195 60 35-5 72.511 61 35-5 72.839 62 35-5 73.180 63 35-5 74.486 64 35-5 74.476 65 35-5 74.468 66 35-5 74.462 67 35-5 74.458 68 35-5 74.455 69 35-5 74.453 70 35-5 74.453 71 32-1 74.192 72 35-5 72.910 73 32-1 74.209 74 35-5 72.926 75 32-1 74.214 76 35-5 72.931 77 32-1 74.090 (,© M.E.P.CAD, Inc. IMMAUtOSPRINK 2018 v13.1 1/5/2018 9:56:39AM Page 6 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 78 35-5 72.819 79 32-1 74.154 80 35-5 72.877 81 32-1 73.851 82 35-5 72.604 83 32-1 73.991 84 35-5 72.730 V 85 32-1 73.407 86 35-5 72.205 87 32-1 73.660 88 35-5 72.432 89 32-1 76.059 90 32-1 72.695 91 35-5 71.402 V 92 32-1 73.082 93 35-5 71.785 94 32-1 71.708 95 35-5 70.449 96 32-1 72.239 97 35-5 70.959 98 32-1 70.371 99 35-5 69.183 100 32-1 71.090 ,© M.E.P.CAD, Inc. FIR AutoSPRlNK 2018 v13.1 .1 1/5/2018 9:56:39AM Paqe 7 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 101 35-5 69.861 102 32-1 69.187 103 35-5 63.114 104 32-1 69.532 105 35-5 63.421 107 0-6 100.676 108 32-1 69.128 109 35-5 63.060 114 2-1 103.145 115 2-1 111.145 133 32-1 76.059 137 32-1 62.658 162 32-1 85.672 177 32-1 76.059 201 32-0% 85.692 210 32-1 85.672 221 32-1 76.059 257 32-1 85.672 265 32-1 76.059 274 32-1 62.741 284 320h/2 85.691 309 32-1 76.059 319 32-1 85.672 .,© M.E.P.CAD, Inc. FIN AutoSPRlNK 2018 v13.11 1/5/2018 9:56:39AM Paqe 8 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 333 32-1 63.040 343 32-0/ 85.691 351 32O1/2 85.689 369 32-1 85.672 379 32-1 63.673 389 320h/2 85.690 401 32-0Y2 85.689 419 32-1 85.672 426 32-1 64.307 468 32-0% 85.688 472 32-1 64.941 487 32-1 85.672 521 32-1 85.672 541 32-1 85.672 545 32-0/ 85.687 563 32-1 85.672 594 32-1 85.672 615 32-1 85.672 621 32-0% 85.687 639 32-1 85.672 668 32-1 85.672 688 32-1 85.672 698 32-0% 85.686 (.,© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.( 1/5/2018 9:56:39AM Paqe 9 Job,Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 716 32-1 85.672 742 32-1 85.672 763 32-1 85.672 774 32-O/ 85.685 792 32-1 85.672 816 32-1 85.672 836 32-1 85.672 850 32-0% 85.685 868 32-1 85.672 890 32-1 85.672 910 32-1 85.672 927 32-0% 85.684 945 32-1 85.672 964 32-1 85.672 984 32-1 85.672 1003 32-0% 85.683 1021 32-1 85.672 1037 32-1 85.672 1057 32-1 85.672 1079 32-1 85.683 1097 32-1 85.672 1110 32-1 85.672 1130 32-1 85.672 &© M.E.P.CAD, Inc. Mig AutoSPRINK 2018 v13.1.( 1/5/2018 9:56:39AM Page 10 Jot Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1156 32-1 85.682 1174 32-1 85.672 1185 31-0 77.970 1188 32-1 85.672 1208 32-1 85.672 1237 32-1 85.681 1255 32-1 85.672 1261 32-1 85.672 1281 32-1 85.672 1385 32-1 85.681 1405 32-1 85.672 1408 32-1 85.672 1428 32-1 85.672 1463 32-1 85.680 1480 32-1 85.672 1483 32-1 85.672 1500 32-1 85.672 1539 32-1 85.679 1552 32-1 85.672 1559 32-1 85.672 1572 32-1 85.672 1615 32-1 85.679 1624 32-1 85.672 © M.E.P.CAD, Inc. 1fiAutoSPRINK 2018 03.1 1/5/2018 9:56:39AM Page 11 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1635 32-1 85.672 1644 32-1 85.672 1691 32-1 85.678 1696 32-1 85.672 1711 32-1 85.672 1716 32-1 85.672 1722 35-5 45.739 1724 35-5 44.722 1726 35-5 44.707 1727 35-5 45.489 1767 32-1 85.677 1768 32-1 85.672 1787 32-1 85.672 1788 32-1 85.672 1798 35-5 45.593 1800 35-5 44.571 1802 35-5 44.555 1803 35-5 45.326 1840 32-1 85.672 1845 32-1 85.677 1863 32-1 85.672 1872 35-5 45.560 1874 35-5 44.538 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1 1/5/2018 9:56:39AM Paqe 12 Job, Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1876 35-5 44.522 1877 35-5 45.292 1911 32-1 85.672 1933 32-1 85.672 1941 32-1 85.676 1962 32-1 85.672 1971 32-1 72.917 1972 35-5 71.214 1992 32-1 69.152 1993 35-5 67.965 2055 32-1 85.672 2077 32-1 85.672 2085 32-1 85.675 2106 32-1 85.672 2115 32-1 72.914 2116 35-5 71.213 2136 32-1 69.170 2137 35-5 67.981 2199 32-1 85.672 2221 32-1 85.672 2229 32-1 85.674 2250 32-1 85.672 2259 32-1 72.913 (,© M.E.P.CAD, Inc. F111 AutoSPRINK 2018 v13.1 .1 1/5/2018 9:56:39AM Page 13 Jot Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2260 35-5 71.212 2280 32-1 69.180 2281 35-5 67.991 2343 32-1 85.672 2363 32-1 85.672 2370 32-1 85.674 2391 32-1 85.672 2400 32-1 72.912 2401 35-5 71.212 2421 32-1 69.185 2422 35-5 67.995 2487 32-1 85.672 2509 32-1 85.672 2517 32-1 85.673 2538 32-1 85.672 2547 32-1 72.912 2548 35-5 71.211 2568 32-1 69.186 2569 35-5 67.997 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1.( 1/5/2018 9:56:39AM Paqe 14 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pip e_Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Ln9 Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Friction(Pf) 3368 35-3 25.2 126.00 1 (See Notes) 0-0 120 25000 . ''•••Route l••••• Sprinkler, P0(5-0) 5-0 3.918880 -0.072 1876 35-5 126.00 1.0490 60 19.594 1876 35-5 2 9-6 120 44.522 0.001719 -6 .001719 1874 35-5 13.60 2.2030 9'6 0.016 1874 355 126.02 2 8'-0 120 5380 44. Flow (q) from Route 2 0:127750 1872 35-5 139.63 2.2030 8-0 1.022 1872 35-5 127.51 2 (See Notes) 37-9 120 45.560 Flow (q) from Route 10 P0(1 0-U) 101-0 0.424252 54 35-5 267.13 2.2030 20.258 54 2 (See Notes) 3'4 120 65.818 P0(10-0) 10-0 0.424252 1.445 8 32-1 267.13 2.2030 13-4 5.657 8 32-1 88.77 6 10-0 120 72.920 Flow (q) from Route 7 0.004138 101-0 9 32-1 355.91 6.3570 0.041 9 321 267.18 ::61 10-0 120 72.962 Flow (q) from Route 3 0.011661 10 32-1 623.09 6.3570 0.117 10 321 267.02 6 10-0 120 73. 078 Flow (q) from Route 5 0.022557 11 32-1 890.11 6.3570 0.226 11 32-1 50.23 6 10,-U 120 73. 304 Flow (q) from Route 36 0.024969 12 32-1 940.34 6.3570 0.250 12 32-1 45.71 6 10-0 120 73.554 Flow (q) from Route 35 0.027261 13 32-1 986.06 6.3570 0.273 13 32-1 42.13 6 10-0 120 73.826 Flow (q) from Route 34 0.029454 1 14 32-1 1028.18 6.3570 - F 10,-0 0.295 ,,©M.E.P.CAD, Inc. AutoSPRlNK2O18v13.1.69.0 RA #3 1/5/2018 9:56:44AM Page 15 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev I (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 (Pt) and shown as a n9JativQ val"9. ____________________ Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 14 32'1 39.51 6 10-0 120 74.121 Flow (q) from Route 33 0.031582 15 32-1 1067.70 6.3570 10-0 0.316 15 32'l 37.90 6 10-0 120 74.436 Flow (q) from Route 32 0.033688 16 32-1 1105.60 6.3570 10-0 0.337 16 32-1 37.31 6 (See Notes) 68 120 74.773 Flow (q) from Route 31 T(37-81/2) 37-8% 0.035821 17 32-1 1142.90 6.3570 44-5 1.591 17 32-1 378.33 6 (See Notes) 1,-i 120 76.364 Flow (q) from Route 8 E(17-7) 17-7 0.060796 0.470 1185 31-0 1521.23 6.3570 18-8 1.136 1185 31-0 8 (See Notes) 358'6 120 77.970 2E(21'-l%), 3fE(15-3), Z, f(-0. )00), BV(14'-l), T(41-11/2), CV( 52-10) 19611,6 0.017094 13.225 107 0-6 1521.23 8.2490 554-71/2 9.481 107 0-6 10 (See Notes) 13'9% 140 100.676 E(36'-l) 36-1 0.004043 3.640 53 -7-101/2 1521.23 10.4600 49-10% 0.202 53 -7-101/2 10 (See Notes) 991 9 150 104.517 EE(12'-10%), 3E(25-9), PIV(5'- 10), T(58'-6%) 154-61/2 0.005658 -0.578 32 -6-7 1521.23 9.5100 254-3% 1.439 32 -6-7 34.14 8 (See Notes) 5'O 150 105.378 Flow (q) from Route 13 T(44-8) 44-8 0.016380 30 -6-7 1555.37 7.7100 49-8 0.814 30 -6-7 21586 12 (See Notes) 130'l 150 106.191 Flow (q) from Route 14 EE(15-1), E(31'4) 46-5 0.003223 22 -6-7 1771.23 11.3100 176-6 0.569 22 -6-7 12 (See Notes) 11'2 140 106.760 E(45'-31/2) 45-3% 0.002232 -3.741 114 2-1 1771.23 12.5200 56-5% 0.126 114 2-1 8 (See Notes) 01 0 120 103.145 BFP(-8.000) 0.026604 115 2-1 1771.23 7.9810 0-0 8.000 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #3 1/5/2018 9:56:44AM Page 16 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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 a n2gativ9 valu9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 115 2-1 12 (See Notes) 13'8 140 111.145 2E(45-3%) 90-6% 0.002232 4.825 25 -9-1 1771.23 12.5200 104-21/2 0.233 25 -9-1 12 (See Notes) 32'g% 150 116.203 2E(31'-4), S 62-8 0.003223 0.867 1 -11,-1 1771.23 11.3100 95-5% 0.308 0.00 117.378 Hose Allowance At Source Total(Pt) Route 1 1 1771.23 3367 35-3 25.2 126.02 1 (See Notes) 0-0 120 25.009 ••••• Route 2 Sprinkler, P0(5-U) 5-0 3.920253 -0.072 1874 35-5 126.02 1.0490 5-0 19.601 44.538 Total(Pt) Route 2 3323 35-3 25.2 126.05 1 (See Notes) 01 0 120 25.019 ••••• Route 3• Sprinkler, P0(5-0) 5-0 3.921650 -0.072 1802 35-5 126.05 1.0490 5-0 19.608 1802 35-5 2 9-6 120 44.555 0.001708 1800 35-5 13.55 2.2030 9-6 0.016 1800 35-5 126.07 2 8-0 120 44.571 Flow (q) from Route 4 0.127750 1798 35-5 139.63 2.2030 8-0 1.022 1798 35-5 127.56 2 (See Notes) 37'9 120 45.593 Flow (q) from Route 11 P0(10-0) 0.424391 55 35-5 267.18 2.2030 47-9 20.265 55 36-5 2 (See Notes) 34 120 65.858 P0(10-0) 10-0 0.424391 1.445 9 32-1 267.18 2.2030 13-4 5.659 72.962 Total(Pt) Route 3 3322 35-3 25.2 126.07 1 (See Notes) o-o 120 25.029 '•'•Route4••••• Sprinkler, P0(5-0) 5,-U 3.923014 -0.072 1800 35-5 126.07 1.0490 5-0 19.615 44.571 Total(Pt) Route 4 ,©M.E.P.CAD, Inc. jAutoSPRlNK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 17 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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) _________ Loss Per Unit Pt Friction (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow ) Actual ID Total (Foot) Friction(Pf) 3278 35-3 25.2 126.27 1 (See Notes) o'-o 120 25.107 ....• Route 5 ..... Sprinkler, P0(5-0) 5-0 3.934447 -0.072 1726 35-5 126.27 1.0490 5-0 19.672 1726 35-5 2 9-6 120 44.707 0.001572 1724 35-5 12.96 2.2030 9-6 0.015 1724 35-5 126.29 2 8-0 120 44.722 Flow (q) from Route 6 0.127118 1722 35-5 139.25 2.2030 8-0 1.017 1722 35-5 127.77 2 (See Notes) 37'9 120 45.739 Flow (q) from Route 12 P0(10-0) 101-0 0.423912 56 35-5 267.02 2.2030 47-9 20.242 56 35-5 2 (See Notes) 3'4 120 65.981 P0(10-0) 10-0 0.423912 1.445 10 32-1 267.02 2.2030 13-4 5.652 73.078 Total(Pt) Route 5 3277 35-3 25.2 126.29 1 (See Notes) 01 0 1 120 25.116 •••••Route 6••••• Sprinkler, P0(5-0) 'ç 3.935702 -0.072 1724 35-5 126.29 1.0490 5-0 19.679 44.722 Total(Pt) Route 6 3369 35-3 25.2 127.12 1 (See Notes) 01-0 120 25.446 ••••• Route 7 Sprinkler, P0(5-0) 5,-0 3.983554 0.072 1877 35-5 127.12 1.0490 5-0 19.918 1877 35-5 112.40 2 (See Notes) 41'3 120 45.292 Flow (q) from Route 55 P0(10-0) 101-0 0.346694 109 35-5 239.52 2.2030 51-3 17.768 109 35-5 2 (See Notes) 3'4 120 63.060 P0(10-0) 0.346694 1.445 108 32-1 239.52 2.2030 13-4 4.623 108 32-1 4 11-0 120 69.128 0.002227 1992 32-1 88.77 4.2600 11-0 0.024 .,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 18 Job Name: Drawinq2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev I (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 (Pt) and shown as njativ val". __ Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1992 32-1 1¼ (See Notes) 3'4 120 69.152 P0(6-0) 6-0 0.027648 -1.445 1993 35-5 17.82 1.3800 9-4 0.258 1993 355 p/4 (See Notes) 1066 120 67.965 T(6'-U) T(6'-O) 12-0 0.027648 1972 35-5 17.82 1.3800 117-6 3.249 1972 35-5 1¼ (See Notes) 120 71.214 P0(6-U) 6-0 0.027648 1.445 1971 32-1 17.82 1.3800 9-4 0.258 1971 32'1 70.95 6 111-0 120 72.917 Flow (q) from Route 15 0.000317 8 32-1 88.77 6.3570 11,-U 0.003 72.920 Total(Pt) Route 7 3324 35-3 25.2 127.17 1 (See Notes) 01-0 120 25.466 ••••• Route 8 Sprinkler, P0(5-U) 5-0 3.986423 -0.072 1803 35-5 127.17 1.0490 5-0 19.932 1803 35-5 112.49 2 (See Notes) 41-3 120 45.326 Flow (q) from Route 54 P0(1 0-U) 101-0 0.347083 103 35-5 239.66 2.2030 51-3 17.788 103 35-5 2 (See Notes) 3'4 120 63.114 P0(10-U) 10-0 0.347083 1.445 102 32-1 239.66 2.2030 13-4 4.628 102 32'1 150.74 4 101-0 120 69.187 Flow (q) from Route 38 0.034493 104 32-1 390.41 4.2600 10-0 0.345 104 321 240.71 4 10-0 120 69. 532 Flow (q) from Route 9 0.083876 98 32-1 631.12 4.2600 10,-U 0.839 98 32-1 4 10-0 120 70.371 0.071944 100 32-1 580.89 4.2600 10,-U 0.719 100 32-1 4 101-0 120 71.090 0.061822 94 32-1 535.17 4.2600 10,-U 0.618 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 19 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 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 (Pt) and shown as value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 94 32-1 4 10-0 120 71.708 0.053122 96 32-1 493.05 4.2600 10-0 0.531 96 32-1 4 10-0 120 72.239 0.045515 90 32-1 453.54 4.2600 0.455 90 32-1 4 10-0 120 72.695 0.038730 101-0 92 32-1 415.63 4.2600 0.387 92 32-1 4 10-0 120 73.082 0.032545 85 32-1 378.33 4.2600 1 101-0 0.325 85 32-1 4 10-0 120 73.407 0.025226 101-0 87 32-1 329.66 4.2600 0.252 87 32-1 4 10-0 120 73.660 0.019120 81 32-1 283.79 4.2600 1-0 0.191 81 32-1 4 10-0 120 73.851 0.014040 83 32-1 240.16 4.2600 0.140 83 32-1 4 10-0 120 73.991 0.009845 77 32-1 198.24 4.2600 0.098 77 32-1 4 10-0 120 74.090 0.006435 79 32-1 157.54 4.2600 0.064 79 32-1 4 10-0 120 74.154 0.003750 71 32-1 117.66 4.2600 0.038 71 32-1 4 10-0 120 74.192 0.001764 73 32-1 78.26 4.2600 0.018 ,©M.E.P.CAD, Inc. §V AutoSPRINK 2018 v1 3.1.69.0 RA #3 1/5/2018 9:56:44AM Page 20 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as neatuve value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(Pf) 73 32-1 4 10,-0 120 . 74.209 0000489 75 32 1 3910 42600 10 0 0.005 75 32-1 2 (See Notes) 3-4 120 74.214 P0(10-U) 10-0 0.012125 -1.445 76 35-5 39.10 2.2030 13-4 0.162 76 35-5 2 (See Notes) 105-6 120 72.931 P0(10-U) P0(1 0-U) 20-0 0.012125 49 36-5 39.10 2.2030 125-6 1.522 49 36-5 2 (See Notes) 3-4 120 74.452 P0(1 0-U) 100 0.012125 1.445 50 32-1 39.10 2.2030 13-4 0.162 50 32-1 6 10-0 120 76.059 0.000070 51 32-1 39.10 6.3570 10,-0 0.001 51 321 39.16 6 10-0 120 76. 060 Flow (q) from Route 37 0.000251 42 32-1 78.26 6.3570 10,-0 0.003 42 32-1 39.39 6 10-0 120 76.062 Flow (q) from Route 24 0.000534 43 32-1 117.66 6.3570 10,-0 0.005 43 32-1 39.88 6 10,-U 120 76. 068 Flow (q) from Route 25 44 32 157.54 0.000916'-1 6.3570 10,-U 0.009 44 32-1 40.70 6 lU-U 120 76.077 Flow (q) from Route 26 0.001402 45 32-1 198.24 6.3570 0.014 45 32-1 41.93 6 10-0 120 76.091 Flow (q) from Route 27 0.001999 46 32-1 240.16 6.3570 10-0 0.020 46 32-1 43.63 6 10,-U 120 76. 111 Flow (q) from Route 28 0.002722 47 32-1 283.79 6.3570 1 EOO 1 0.027 L&©M.E.P.CAD, Inc. AutoSPRlNK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 21 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 (Pt) and shown as a nJativQ 'u"l"9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ______________ Friction(Pf) 47 32-1 45.86 6 10-0 120 76.138 Flow (q) from Route 29 0.003591 48 32-1 329.66 6.3570 10,-U 0.036 48 32-1 48.67 6 (See Notes) 3'-4 120 76.174 Flow (q) from Route 30 T(37'-8%) 3781/2 0.004633 17 32-1 378.33 6.3570 4101/2 0.190 76.364 Total(Pt) Route 8 3279 35-3 25.2 127.40 1 (See Notes) 01-0 120 25.560 ••••• Route 9 Sprinkler, P0(5-U) 5-0 4.000082 -0.072 1727 35-5 127.40 1.0490 5-0 20.000 1727 35-5 113.31 2 (See Notes) 41'3 120 45.489 Flow (q) from Route 53 P0(1 0-U) 0.349906 105 35-5 240.71 2.2030 51-3 17.933 105 35-5 2 (See Notes) 34 120 63.421 P0(10-0) 10-0 0.349906 1.445 104 32-1 240.71 2.2030 13-4 4.665 69.532 Total(Pt) Route 9 3366 35-3 25.2 127.51 1 (See Notes) 0-0 120 25.602 '•'' Route 10 Sprinkler, P0(5-U) 5-0 4.006115 -0.072 1872 35-5 127.51 1.0490 5-U 20.031 45.560 Total(Pt) Route 10 3321 35-3 25.2 127.56 1 (See Notes) 0,-U 120 25.621 Route II Sprinkler, P0(5-U) 5-0 4.008873 -0.072 1798 35-5 127.56 1.0490 5-0 20.044 45.593 Total(Pt) Route 11 3276 35-3 25.2 127.77 1 (See Notes) 0,-U 120 25.706 Route 12 - Sprinkler, P0(5-U) 5-0 4.021123 -0.072 1722 35-5 127.77 1.0490 5-U 20.106 45.739 Total(Pt) Route 12 35 -2-7 250.00 4 (See Notes) 2-0 150 103.440 ••••• Route 13. Hydrant, EE(6-5%) 651/2 0.012349 0.867 36 4-7 250.00 4.0800 851/2 0.104 ,©M.E.P.CAD, Inc. U11 AutoSPRINK2018v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 22 ,Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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 n9J'tiv9 va1u9. Fitting (Foot) __________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 36 4-7 6 (See Notes) 871/2 150 104.411 T(38-111/2) 38-11% 0.002083 0.867 37 -6-7 250.00 5.8800 47-7 0.099 37 -6-7 8 22-1 150 105.378 0.000014 32 -6-7 34.14 7.7100 22-1 0.000 105.378 Total(Pt) Route 13 37 -6-7 34.14 8 (See Notes) 1689-10 150 105.378 •••• Route 14•''•' Flow (q) from Route 13 4E(22'-l11/2), 8EE(11'-6), T(44 -8) 228-5 0.000424 30 -6-7 215.86 7.7100 1918-3% 0.814 106.191 Total(Pt) Route 14 2548 35-5 17.72 (See Notes) 3-4 120 71.211 •••• Route 15'••• Flow (q) from Route 16 P0(6-0) 6-0 0.027361 1.445 2547 32-1 17.72 1.3800 9-4 0.255 2547 32-1 6 12-0 120 72.912 0.000016 2400 32-1 17.72 6.3570 12-0 0.000 2400 32-1 17.72 6 12-0 120 72.912 Flow (q) from Route 17 0.000058 2259 32-1 35.45 6.3570 12-0 0.001 2259 32-1 17.74 6 12-0 120 72.913 Flow (q) from Route 18 0.000123 2115 32-1 53.18 6.3570 12-0 0.001 2115 32-1 17.77 6 12-0 120 72.914 Flow (q) from Route 19 0.000209 1971 32-1 70.95 6.3570 12-0 0.003 72.917 Total(Pt) Route 15 2569 35-5 17.72 11/4 (See Notes) 105-6 120 67.997 ••••• Route 16. T(6-0), Flow (q) from Route 20 T(6'-O) 12-0 0.027361 2548 35-5 17.72 1.3800 117-6 ___________ 3.215 71.211 Total(Pt) Route 16 , © M.E.P.CAD, Inc. 1,4.1 AutoSPRINK 2018 v13. 1.69.0 RA #3 1/5/2018 9:56:44AM Page 23 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a n9Jativ9 v'luQ. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 2422 35-5 17.72 1 (See Notes) 105-6 120 67.995 ••••• Route 17 ..... T(6-0), Flow (q) from Route 21 T(6'-O) 12-0 0.027372 2401 35-5 17.72 1.3800 117-6 ___________ 3.216 2401 355 11/4 (See Notes) 3'4 120 71.212 P0(6-0) 6-0 0.027372 1.445 2400 32-1 17.72 1.3800 9-4 0.255 72.912 Total(Pt) Route 17 2281 35-5 17.74 1% (See Notes) 105-6 120 67.991 ••••• Route 18••••• T(6-0), Flow (q) from Route 22 T(6-0) 12-0 0.027413 2260 35-5 17.74 1.3800 117-6 ___________ 3.221 2260 35-5 V/4 (See Notes) 34 120 71.212 P0(6-0) 6-0 1.445 2259 32-1 17.74 1.38001 0.027413 9-4 0.256 72.913 Total(Pt) Route 18 2137 35-5 17.77 11/4 (See Notes) 105-6 120 67.981 ••••• Route 19••••• T(6-0), Flow (q) from Route 23 T(6-0) 12-0 0.027500 2116 35-5 17.77 1.3800 117-6 ___________ 3.231 2116 35-5 1% (See Notes) 34 120 71.213 P0(6-0) -0 0.027500 1.445 2115 32-1 17.77 1.3800 L;-L4] 0.257 72.914 Total(Pt) Route 19 2421 32-1 4 12-0 120 69.185 Route 20 0.000113 2568 32-1 17.72 4.2600 12-0 0.001 2568 32-1 1% (See Notes) 34 120 69.186 P0(6-0) 6-0 0.027361 -1.445 2569 35-5 17.72 1.3800 9-4 0.255 67.997 Total(Pt) Route 20 1992 32-1 17.82 4 12-0 120 69.152 •••••Route21••••• Flow (q) from Route 7 0.001471 2136 32-1 70.95 4.2600 12-0 0.018 ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 24 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node 1 Elev I (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 (Pt) and shown as a ncjative value. Fitting (Foot) __________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2136 32-1 4 12 -0 120 69.170 0.000863 2280 32-1 53.18 4.2600 12-0 0.010 2280 32-1 4 12-0 120 69.180 0.000407 2421 32-1 35.45 4.2600 12-0 0.005 2421 32-1 1% (See Notes) 34 120 69.185 P0(6-0) 6-0 0.027372 -1.445 2422 35-5 17.72 1.3800 9-4 0.255 67.995 Total(Pt) Route 21 2280 32-1 /4 (See Notes) 1 120 69.180 Route 22 P0(6-0) 6-0 t 0.027413 -1.445 2281 35-5 17.74 1.3800 '- 0.256 67.991 Total(Pt) Route 22 2136 32-1 11/4 (See Notes) 1 120 69.170 ••••• Route 23••••• P0(6-0) 60 0.027500 2137 35-5 17.77 1.3800 .4 0.257 67.981 Total(Pt) Route 23 69 35-5 39.39 2 (See Notes) 3-4 120 74.453 '•'' Route 24. Flow (q) from Route 51 P0(10-0) 10-0 0.012294 1.445 42 32-1 39.39 2.2030 13-4 0.164 76.062 Total(Pt) Route 24 68 35-5 39.88 2 (See Notes) 3'4 120 74.455 ••••• Route 25 .... Flow (q) from Route 50 P0(10-0) 10-0 0.012576 1.445 43 32-1 39.88 2.2030 13-4 0.168 76.068 Total(Pt) Route 25 67 35-5 40.70 2 (See Notes) 3-4 120 74.458 .... Route 26. Flow (q) from Route 49 P0(10-0) 10-0 0.013059 1.445 44 32-1 40.70 2.2030 13-4 0.174 76.077 Total(Pt) Route 26 66 35-5 41.93 2 (See Notes) 3-4 120 74.462 ••... Route 27 Flow (q) from Route 48 P0(10-0) 10-0 0.013798 1.445 45 32-1 41.93 2.2030 13-4 0.184 I J ©M.E.P.CAD, Inc. 1,11 AutoSPRlNK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 25 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devi ces 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 a nQgatvQ "l"9. Fitting (Foot) __ ________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 76.091 J Total(Pt) Route 27 65 35-5 43.63 2 (See Notes) 3-4 120 74.468 ••••• Route 28• Flow (q) from Route 47 P0(10-0) 101-0 0.014852 1.445 46 32-1 43.63 2.2030 13-4 0.198 76.111 Total(Pt) Route 28 64 35-5 45.86 2 (See Notes) 3-4 120 74.476 Route 29 Flow (q) from Route 46 P0(10-0) 10-0 0.016288 1.445 47 32-1 45.86 2.2030 13-4 0.217 76.138 Total(Pt) Route 29 63 35-5 48.67 2 (See Notes) 3-4 120 74.486 Route 30 .... Flow (q) from Route 45 P0(10-0) 10-0 0.018181 1.445 48 32-1 48.67 2.2030 13-4 0.242 76.174 Total(Pt) Route 30 62 35-5 37.31 2 (See Notes) 3'4 120 73.180 ••... Route 31 Flow (q) from Route 44 P0(10-0) 10-0 0.011116 1.445 16 32-1 37.31 2.2030 13-4 0.148 74.773 Total(Pt) Route 31 61 35-5 37.90 2 (See Notes) 3-4 120 72.839 ••••• Route 32. Flow (q) from Route 43 P0(10-0) 10-0 0.011447 1.445 15 32-1 37.90 2.2030 13-4 0.153 74.436 Total(Pt) Route 32 60 35-5 39.51 2 (See Notes) 34 120 72.511 •••'• Route 33••'• Flow (q) from Route 42 P0(10-0) 10-0 0.012363 1.445 14 32-1 39.51 2.2030 13-4 0.165 74.121 Total(Pt) Route 33 59 35-5 42.13 2 (See Notes) 3-4 120 72.195 ••••• Route 34•" •• Flow (q) from Route 4 P0(10-0) 0.013918 10-0 1 1 13 32-1 42.13 2.2030 13-4 0.186 73.826 Total(Pt) Route 34 58 35-5 45.71 2 (See Notes) 3-4 120 71.893 ••••• Route 35•"•• Flow (q) from Route 40 P0(10-0) 10-0 0.016190 1.445 12 32-1 45.71 2.2030 13-4 0.216 73.554 Total(Pt) Route 35 l&,©M.E.P.CAD, Inc. AutoSPRlNK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 26 ,Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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 negative vpIuQ. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 57 35-5 50.23 2 (See Notes) 3-4 120 71.602 ••••' Route 36••••' Flow (q) from Route 39 P0(10-0) 101-0 0.019277 1.445 11 32-1 50.23 2.2030 13-4 0.257 73.304 Total(Pt) Route 36 70 35-5 39.16 2 (See Notes) 3-4 120 74.453 ••••• Route 37• Flow (q) from Route 52 P0(1 0-U) 10-0 0.012162 1.445 51 32-1 39.16 2.2030 13-4 0.162 76.060 Total(Pt) Route 37 108 32-1 8877 4 10-0 120 69.128 Route 38""' Flow (q) from Route 7 0.005932 102 32-1 150.74 4.2600 10,-U 0.059 69.187 Total(Pt) Route 38 98 32-1 2 (See Notes) 3-4 120 70.371 ••••• Route 39••••• P0(1 0-U) 101-0 0.019277 -1.445 99 35-5 50.23 2.2030 13-4 0.257 99 35-5 2 (See Notes) 105'6 120 69.183 P0(1 0-U) P0(10-U) 20-0 0.019277 57 35-5 50.23 2.2030 125-6 2.419 71.602 Total(Pt) Route 39 100 32-1 2 (See Notes) 3'4 120 71 .090 .... Route 40 .... P0(10-0) 101-0 0.016190 -1.445 101 35-5 45.71 2.2030 13-4 0.216 101 35-5 2 (See Notes) 1066 120 69.861 P0(10-U) P0(10-0) 20-0 0.016190 58 35-5 45.71 2.2030 125-6 2.032 71.893 Total(Pt) Route 40 94 32-1 2 (See Notes) 3'4 120 71.708 ••"• Route 4l ( ) lU-U 0.013918 -1.445 95 35-5 42.13 2.2030 13-4 0.186 95 35-5 2 (See Notes) 1056 120 70.449 P0(10-U) P0(10-U) 20-0 0.013918 59 35-5 42.13 2.2030 125-6 1.747 72.195 Total(Pt) Route 41 &©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 27 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as ncjative vlu. Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 96 32 -1 2 (See Notes) 3-4 120 72.239 ••••• Route 42 ..... P0(10-0) 10-0 0.012363 -1.445 97 35-5 39.51 2.2030 13-4 0.165 97 35-5 2 (See Notes) 1056 120 70.959 P0(1 0-0) P0(10-0) 20-0 0.012363 60 35-5 39.51 2.2030 125-6 1.552 72.511 Total(Pt) Route 42 90 32-1 2 (See Notes) 3'4 120 72.695 .... Route 43 () 10-0 0.011447 -1.445 91 35-5 37.90 2.2030 13-4 0.153 91 35-5 2 (See Notes) 1056 120 71.402 P0(1 0-0) P0(10-0) 20-0 61 35-5 37.90 2.2030]0.011447 125-6 1.437 72.839 Total(Pt) Route 43 92 32-1 2 (See Notes) 3-4 120 73.082 .... Route 44' P0(10-0) 10-0 0.011116 -1.445 93 35-5 37.31 2.2030 13-4 0.148 93 35-5 2 (See Notes) 1066 120 71.785 P0(10-0) P0(10-0) 20-0 0.011116 62 35-5 37.31 2.2030 125-6 1.395 73.180 Total(Pt) Route 44 85 32-1 2 (See Notes) 3-4 120 73.407 ••••• Route 45. P0(10-0) 10-0 • 0.018181 -1.445 86 35-5 48.67 2.2030 13-4 0.242 86 35-5 2 (See Notes) 1056 120 72.205 P0(10-0) P0(10-0) 20-0 0.018181 63 35-5 48.67 2.2030 125-6 2.282 74.486 Total(Pt) Route 45 87 32-1 2 (See Notes) 3'- J 120 73.660 ••••'Route 46•'''' () o'o 0.016288 -1.445 88 35-5 45.86 2.2030 13-4 0.217 /.,©M.E.P.CAD, Inc. AutoSPRINK2O18vl3.1.69.0 RA #3 1/5/2018 9:56:44AM Page 28 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as negate vplue. Filling (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 88 35-5 2 (See Notes) I 1056 120 72.432 P0(10-0) P0(10-0) 20-0 64 35-5 45.86 2.2030 125-6 1 0.016288 2.044 74.476 Total(Pt) Route 46 81 32-1 2 (See Notes) 3-4 120 73.851 ••••• Route 47 P0(10-0) 10-0 0.014852 -1.445 82 35-5 43.63 2.2030 13-4 0.198 82 35-5 2 (See Notes) 1066 120 72.604 P0(10-0) P0(10-0) 20-0 0.014852 65 35-5 43.63 2.2030 125-6 1.864 74.468 Total(Pt) Route 47 83 32-1 2 (See Notes) 3-4 120 73.991 Route 48 P0(10-0) 10-0 0.013798 -1.445 84 35-5 41.93 2.2030 13-4 0.184 84 35-5 2 (See Notes) 1056 120 72.730 P0(10-0) P0(10-0) 20-0 0.013798 66 35-5 41.93 2.2030 125-6 1.732 74.462 Total(Pt) Route 48 77 32-1 2 (See Notes) 3-4 120 74.090 ••••• Route 49 P0(10-0) 10-0 0.013059 -1.445 78 35-5 40.70 2.2030 13-4 0.174 78 35-5 2 (See Notes) 1056 120 72.819 P0(10-0) P0(10-0) 20-0 0.013059 67 35-5 40.70 2.2030 125-6 1.639 74.458 Total(Pt) Route 49 79 32-1 2 (See Notes) 34 120 74.154 .... Route 50 P0(10-0) 10-0 0.012576 -1.445 80 35-5 39.88 2.2030 13-4 0.168 80 35-5 2 (See Notes) 1056 120 72.877 P0(10-0) P0(10-0) 20-0 0.012576 68 35-5 39.88 2.2030 125-6 1.578 74.455 Total(Pt) Route 50 ,©M.E.P.CAD, Inc. §1 AutoSPRlNK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 29 Job Name: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 neptiv9 va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 71 32-1 2 (See Notes) 3-4 120 74.192 ••••Route51•..'. P0(10-0) 10-0 0.012294 -1.445 72 35-5 39.39 2.2030 13-4 0.164 72 35-5 2 (See Notes) 1066 120 72.910 P0(10-0) P0(10-0) 20-0 0.012294 69 35-5 39.39 2.2030 125-6 1.543 74.453 Total(Pt) Route 51 73 32-1 2 (See Notes) 3-4 120 74.209 •• Route 52. P0(10-0) 10-0 0.012162 -1.445 74 35-5 39.16 2.2030 13-4 0.162 74 35-5 2 (See Notes) 1056 120 72.926 P0(10-0) P0(10-0) 20-0 0.012162 70 35-5 Lj 39.16 2.2030 125-6 1.526 74.453 Total(Pt) Route 52 1726 35-5 12.96 2 9-0 1 120 44.707 ••••• Route 53'•''' Flow (q) from Route 5 0.086809 1727 35-5 113.31 2.2030 9-0 0.781 45.489 Total(Pt) Route 53 1802 35-5 13.55 2 9-0 1 120 44.555 ••'•• Route 54•"•• Flow (q) from Route 3 0.085656 1803 35-5 112.49 2.2030 9-0 0.771 45.326 Total(Pt) Route 54 1876 35-5 13.60 2 9-0 120 44.522 Route 55 Flow (q) from Route 1 0.085521 1877 35-5 112.40 2.2030 9-0 0.770 45.292 Total(Pt) Route 55 I.,©M.E.P.CAD, Inc. AutoSPRlNK2O18v13.1.69.O RA #3 1/5/2018 9:56:44AM Page 30 o1? Nane: Drawing2 Remote Area Number: RA #3 Date: 1/5/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) • IC Value Multiplier 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 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 Eel 11 %' Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #3 1/5/2018 9:56:44AM Page 31 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Roof Piping Design Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: RA #4 Ordinary Group II 0.2009pm/ft2 1500.00ft2 (Actual 1825.34ft2) 100. 00ft2 Upright 16 Calculation Date: 1/5/2018 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm gpm at Node: 1 Type: Allowance at Source 250.00 gpm at Node: 35 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 581 .269pm @ 55.334 psi Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 55.334 Right: 55.334 1&©M.E.P.CAD, Inc. AutoSPRlNK201803.1.69.0 RA #4 1/5/2018 9:59:06AM Page 1 135 120 105 90 U) EL :: a- 45 30 15 Hydraulic Graph N 1.85 Date: 1/5/2018 :1581.26 133,937 Available Supply Summary Sheet =Static Pressure 134.000 Node: I Water Supply 8000 00126.000 J55t261 55.334 System demand curve 11 W _.LiJ.LiIHIHH 111111111 IIIIIIII IIIIIIII 111111 II II I II I I III I I I I I I I I I I I I G .. 3100 6200 9300 12400 155 Flow - gpm U b IV©M.E.P.CAD, Inc. @11 AutoSPRINK 2018 03.1.69.0 1/5/2018 9:59:08AM Page 2 Job Name: Drawing2 Remote Area Number: RA #4 150- IJ 1111 summary Of Outfiowing Devices Job Number: 1 Reoort Descriotion: Ordinary Crouo II (RA #4 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 35 250.00 250.00 0 43.179 Sprinkler 3491 21.65 19.20 5.6 14.946 Sprinkler 3492 21.12 19.20 5.6 14.222 Sprinkler 3493 21.06 19.20 5.6 14.149 Sprinkler 3494 21.17 19.20 5.6 14.293 Sprinkler 3495 21.83 19.20 5.6 15.201 Sprinkler 3532 21.64 19.20 5.6 14.933 Sprinkler 3533 21.11 19.20 5.6 14.208 Sprinkler 3534 21.05 19.20 5.6 14.134 Sprinkler 3535 21.16 19.20 5.6 14.278 Sprinkler 3536 21.82 19.20 5.6 15.182 Sprinkler 3569 20.21 19.20 5.6 13.028 Sprinkler 3570 19.38 19.20 5.6 11.974 r. Sprinkler 3578 19.20 19.20 5.6 11.755 Sprinkler 3678 19.20 19.20 5.6 11.759 Sprinkler 3679 19.44 19.20 5.6 12.051 Sprinkler 3680 20.21 19.20 5.6 13.019 c Most Demanding Sprinkler Data I/V ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 1/5/2018 9:59:09AM Page 3 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 134.000 126.000 1 8000.00 133.937 581.26 55.334 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 56 35-5 25.972 57 35-5 25.990 58 35-5 26.008 59 35-5 26.026 60 35-5 26.046 61 35-5 26.066 62 35-5 26.087 63 35-5 26.167 64 35-5 26.167 65 35-5 26.166 66 35-5 26.166 67 35-5 26.166 68 35-5 26.166 69 35-5 26.166 70 35-5 26.166 71 32-1 27.517 72 35-5 26.081 73 32-1 27.518 74 35-5 26.082 ,©M.E.P.CAD, Inc. F111AutoSPRINK 2018 v13.1.( 1/5/2018 9:59:11 AM Paqe4 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 75 32-1 27.519 76 35-5 26.082 77 32-1 27.512 78 35-5 26.076 79 32-1 27.515 80 35-5 26.079 81 32-1 27.499 82 35-5 26.064 83 32-1 27.506 84 35-5 26.071 85 32-1 27.474 86 35-5 26.043 87 32-1 27.488 88 35-5 26.055 89 32-1 27.620 90 32-1 27.436 91 35-5 25.998 92 32-1 27.457 93 35-5 26.019 94 32-1 27.383 95 35-5 25.946 96 32-1 27.411 97 35-5 25.974 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 03.1 .1 1/5/2018 9:59:11 AM Paqe 5 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 98 32-1 27.313 99 35-5 25.880 100 32-1 27.351 101 35-5 25.915 102 32-1 27.220 103 35-5 25.793 104 32-1 27.270 105 35-5 25.839 107 0-6 41.964 108 32-1 27.162 109 35-5 25.739 114 2-1 41.573 115 2-1 49.573 133 32-1 27.620 137 32-1 62.658 162 32-1 28.191 177 32-1 27.620 201 32-0% 28.211 210 32-1 28.191 221 32-1 27.620 257 32-1 28.191 265 32-1 27.620 274 32-1 62.741 IA© M.E.P.CAD, Inc. 911 AutoSPRINK 2018 v13.1 .1 1/5/2018 9:59:11 AM Page 6 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 284 32-0% 28.211 309 32-1 27.620 319 32-1 28.191 333 32-1 63.040 343 32-0% 28.210 351 32-0% 28.209 369 32-1 28.191 379 32-1 63.673 389 32-0% 28.209 401 320h/2 28.208 419 32-1 28.191 426 32-1 64.307 468 32-0% 28.207 472 32-1 64.941 487 32-1 28.191 521 32-1 28.191 541 32-1 28.191 545 32-0% 28.207 563 32-1 28.191 594 32-1 28.191 615 32-1 28.191 621 32-0% 28.206 639 32-1 28.191 ,© M.E.P.CAD, Inc. jAutoSPRINK 2018 03.1A 1/5/2018 9:59:11AM Page 7 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 668 32-1 28.191 688 32-1 28.191 698 32-0% 28.205 716 32-1 28.191 742 32-1 28.191 763 32-1 28.191 774 32-0% 28.205 792 32-1 28.191 816 32-1 28.191 836 32-1 28.191 850 32-0% 28.204 868 32-1 28.191 890 32-1 28.191 910 32-1 28.191 927 32-0% 28.203 945 32-1 28.191 964 32-1 28.191 984 32-1 28.191 1003 32-0% 28.203 1021 32-1 28.191 1037 32-1 28.191 1057 32-1 28.191 1079 32-1 28.202 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1 .1 1/5/2018 9:59:11 AM Paqe 8 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1097 32-1 28.191 1110 / 32-1 28.191 1130 32-1 28.191 1156 32-1 28.201 1174 32-1 28.191 1185 31-0 28.174 1188 32-1 28.191 1208 32-1 28.191 1237 32-1 28.201 1255 32-1 28.191 1261 32-1 28.191 1281 32-1 28.191 1385 32-1 28.200 1405 32-1 28.191 1408 32-1 28.191 1428 32-1 28.191 1463 32-1 28.199 1480 32-1 28.191 1483 32-1 28.191 1500 32-1 28.191 1539 32-1 28.199 1552 32-1 28.191 1559 32-1 28.191 .,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1 .1 1/5/2018 9:59:11AM Paqe 9 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1572 32-1 28.191 1615 32-1 28.198 1624 32-1 28.191 1635 32-1 28.191 1644 32-1 28.191 1691 32-1 28.197 1696 32-1 28.191 1711 32-1 28.191 1716 32-1 28.191 1767 32-1 28.196 1768 32-1 28.191 1787 32-1 28.191 1788 32-1 28.191 1840 32-1 28.191 1845 32-1 28.196 1863 32-1 28.191 1911 32-1 28.191 1933 32-1 28.191 1941 32-1 28.195 1962 32-1 28.191 1971 32-1 27.395 1972 35-5 25.928 1992 32-1 27.088 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.1 1/5/2018 9:59:11AM Paqe 10 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1993 35-5 25.664 2055 32-1 28.191 2077 32-1 28.191 2085 32-1 28.194 2106 32-1 28.191 2115 32-1 27.383 2116 35-5 25.911 2129 35-5 15.775 2130 35-5 15.014 2131 35-5 14.937 2132 36-5 15.089 2133 35-5 16.042 2136 32-1 27.002 2137 35-5 25.583 2199 32-1 28.191 2220 35-5 15.762 2221 32-1 28.191 2223 35-5 14.999 2224 35-5 14.922 2225 35-5 15.072 2227 35-5 16.022 2229 32-1 28.193 2250 32-1 28.191 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 03.1i 1/5/2018 9:59:11AM Page 11 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2259 32-1 27.371 2260 35-5 24.095 2280 32-1 26.911 2281 35-5 23.360 2322 35-5 13.758 2323 35-5 12.649 2324 35-5 12.479 2343 32-1 28.191 2363 32-1 28.191 2364 35-5 12.483 2365 35-5 12.792 2366 35-5 13.814 2370 32-1 28.193 2391 32-1 28.191 2400 32-1 27.366 2401 35-5 24.088 2421 32-1 26.867 2422 35-5 23.321 2487 32-1 28.191 2509 32-1 28.191 2517 32-1 28.192 2538 32-1 28.191 2547 32-1 27.364 &© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1 i 1/5/2018 9:59:11AM Paqe 12 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2548 35-5 23.726 2568 32-1 26.854 2569 35-5 22.897 1 -11-1 Supply 55.334 581.26 35 -2-7 Hydrant 43.179 250.00 3491 35-5 Sprinkler 14.946 21.65 3492 35-5 Sprinkler 14.222 21.12 3493 35-5 Sprinkler 14.149 21.06 3494 35-5 Sprinkler 14.293 21.17 3495 35-5 Sprinkler 15.201 21.83 3532 35-5 Sprinkler 14.933 21.64 3533 35-5 Sprinkler 14.208 21.11 3534 35-5 Sprinkler 14.134 21.05 3535 35-5 Sprinkler 14.278 21.16 3536 35-5 Sprinkler 15.182 21.82 3569 35-5 Sprinkler 13.028 20.21 3570 35-5 Sprinkler 11.974 19.38 3578 35-5 Sprinkler 11.755 19.20 3678 35-5 Sprinkler 11.759 19.20 3679 35-5 Sprinkler 12.051 19.44 3680 35-5 Sprinkler 13.019 20.21 8 32-1 27.406 9 32-1 27.418 IJ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.l 1/5/2018 9:59:11 AM Page 13 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 10 32-1 27.432 11 32-1 27.446 12 32-1 27.463 13 32-1 27.480 14 32-1 27.498 15 32-1 27.518 16 32-1 27.539 17 32-1 27.636 22 -6-7 45.298 25 -9-1 54.428 30 -6-7 45.226 32 -6-7 45.123 36 4-7 44.150 37 -6-7 45.117 42 32-1 27.620 43 32-1 27.620 44 32-1 27.621 45 32-1 27.621 46 32-1 27.622 47 32-1 27.624 48 32-1 27.626 49 35-5 26.166 50 32-1 27.620 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.( 1/5/2018 9:59:11 AM Paqe 14 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 51 32-1 27.620 53 -7-10% 45.615 54 35-5 25.940 55 35-5 25.956 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1. 1/5/2018 9:59:11 AM Paqe 15 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 (Pt) and shown as a negative vl"c Fitting (Foot) Pt Friction Loss Per Unit is Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 3578 35-5 5.6 19.20 1 (See Notes) 1-0 120 11755 . •••'• Route l••••• Sprinkler, T(5'-O) 5-0 0.120666 2324 35-5 19.20 1.0490 6-0 0.724 2324 355 .,, 6-8 120 12.479 0.025546 2323 36-5 17.08 1.3800 6-8 0.170 2323 35-5 19.38 1 10-8 120 12.649 Flow (q) from Route 3 0.103912 2322 35-5 36.45 1.3800 10-8 1.108 2322 35-5 20.21 11/4 (See Notes) 36-5 120 13.758 Flow (q) from Route 6 T(6'-O) 6-0 0.235015 2548 35-5 56.67 1.3800 42'5 9.968 2548 35-5 1% (See Notes) 3'4 120 23.726 P0(6-0) 6-0 0.235015 1.445 2547 32-1 56.67 1.3800 2.193 2547 32-1 6 12-0 120 27.364 0.000138 2400 32-1 56.67 6.3570 12-0 0.002 2400 32-1 51.42 6 12-0 120 27. 366 Flow (q) from Route 7 0.000456 2259 32-1 108.08 6.3570 12-0 0.005 2259 32-1 51.40 6 12-0 120 27. 371 Flow (q) from Route 8 0.000937 2115 32-1 159.48 6.3570 12-0 0.011 2115 321 5.16 6 12-0 120 27. 383 Flow (q) from Route 20 0.000994 1971 32-1 164.64 6.3570 12-0 0.012 1971 32-1 4.60 6 11-0 120 27.395 Flow (q) from Route 2 0.001046 8 32-1 169.24 6.3570 0.012 8 32-1 13.09 6 10-0 120 27. 406 Flow (q) from Route 39 0.001201 9 32-1 182.33 6.3570 10'-0 0.012 ,©M.E.P.CAD, Inc. AutoSPRINK2018v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 16 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a natv va1 . Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(Pf) 9 32-1 11.69 6 10-0 120 27.418 Flow (q) from Route 38 0.001347 10 32-1 194.02 6.3570 10_0 0.013 10 32-1 10.47 6 10-0 120 27.432 Flow (q) from Route 37 0.001484 11 32-1 204.49 6.3570 10-0 0.015 11 32-1 9.44 6 10-0 120 27.446 Flow (q) from Route 36 0.001614 12 32-1 , 213.93 6.3570 10-0 0.016 12 32-1 8.60 6 10-0 120 27.463 Flow (q) from Route 35 0.001736 13 32-1 222.53 6.3570 10-0 0.017 13 32-1 7.95 6 10-0 120 27.480 Flow (q) from Route 34 0.001852 14 32-1 230.48 6.3570 10-0 0.019 14 32-1 7.51 6 101-0 120 27.498 Flow (q) from Route 33 0.001965 15 32-1 238.00 6.3570 10,-0 0.020 15 321 7.29 6 101-0 120 27.518 Flow (q) from Route 32 0.002078 16 32-1 245.29 6.3570 10,-0 0.021 16 32-1 7.28 6 (See Notes) 6-8 120 27.539 Flow (q) from Route 31 T(37'-81/2) 3781/2 0.002194 17 32-1 252.57 6.3570 0.097 17 32-1 78.70 6 (See Notes) 1-1 120 27.636 Flow (q) from Route 24 E(17-7) 17-7 0.003624 0.470 1185 31-0 331.26 6.3570 1 8-8 0.068 1185 31-0 8 (See Notes) 358'6 120 28.174 2E(21'-V/2), 3fE(15'-3), Z, f(-0. )00), BV(14'-l), T(41-11/2), CV( 52-10) 196-11/2 0.001019 13.225 107 0-6 331.26 8.2490 554'-71/2 0.565 107 0-6 10 (See Notes) 13'9% 140 41.964 E(36-1) 36-1 0.000241 3.640 53 -7-101/2 331.26 10.4600 49-10% 0.012 ,©M.E.P.CAD, Inc. AutoSPRINK2018v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 17 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev I (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 valu___________ a nQJag. _____tivQ __ Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 53 -7-101/2 10 (See Notes) 999 150 45.615 EE(12-10½), 3E(25-9), PIV(5'- 10), T(58'-61/2) 154-61/2 0.000337 -0.578 32 -6-7 331.26 9.5100 254-3% 0.086 32 -6-7 177.09 8 (See Notes) 50 150 45.123 Flow (q) from Route 17 T(44'-8) 44-8 0.002069 30 -6-7 508.35 7.7100 49-8 0.103 30 -6-7 72.91 12 (See Notes) 130'1 150 45.226 Flow (q) from Route 18 EE(15-1), E(31-4) 46-5 0.000410 22 -6'-7 581.26 11.3100 176-6 0.072 22 -6-7 12 (See Notes) 112 140 45.298 E(45'-3%) 4531/2 0.000284 -3.741 114 2-1 581.26 12.5200 56'-51/2 0.016 114 2-1 8 (See Notes) 00 120 41.573 BFP(-8.000) 0.003386 115 2-1 581.26 7.9810 0-0 8.000 115 2-1 12 (See Notes) 13'8 140 49.573 2E(45'-3%) 90-61/2 0.000284 4.825 25 -9-1 581.26 12.5200 104-21/2 0.030 25 -9-1 12 (See Notes) 3291/2 150 54.428 '2E(31'-4), S 62-8 0.000410 0.867 1 -11-1 581.26 11.3100 95-5% 0.039 0.00 55.334 Hose Allowance At Source Total(Pt) Route 1 1 581.26 3678 35-5 5.6 19.20 1 (See Notes) 1-0 120 11.759 ••••• Route 2•"•• T(5'-O) 5-0 0.120705 Sprinkler, 2364 35-5 19.20 1.0490 6-0 0.724 2364 35-5 2.12 11/4 8-0 120 12.483 Flow (q) from Route 19 0.038547 2365 35-5 21.33 1.3800 8-0 0.308 2365 3515 19.44 1/4 8-0 120 12.792 Flow (q) from Route 4 0.127801 2366 35-5 40.77 1.3800 8-0 1.022 ©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v13.1.69.0 RA #4 1/5/2018 9:59:16AM Page 18 Job Name, Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a neJativQ valuQ. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2366 35-5 20.21 P/4 (See Notes) 279 120 13.814 Flow (q) from Route 5 T(6'-O) 6-0 0.269124 2569 35-5 60.97 1.3800 33-9 9.083 2569 35-5 1% (See Notes) 3'4 120 22.897 P0(6-0) 6-0 0.269124 1.445 2568 32-1 60.97 1.3800 9-4 2.512 2568 32-1 4 12-0 120 26.854 0.001112 2421 32-1 60.97 4.2600 12-0 0.013 2421 32-1 55.37 4 12-0 120 26.867 Flow (q) from Route 11 0.003673 2280 32-1 116.34 4.2600 12-0 0.044 2280 32-1 55.44 4 12-0 120 26.911 Flow (q) from Route 12 0.007553 2136 32-1 171.78 4.2600 12-0 0.091 2136 32-1 4 12-0 120 27.002 0.007139 1992 32-1 166.62 4.2600 12-0 0.086. 1992 32-1 1% (See Notes) 34 120 27.088 P0(6-0) 6-0 0.002253 -1.445 1993 35-5 4.60 1.3800 9-4 0.021 1993 35-5 11/4 (See Notes) 1056 120 25.664 . T(6'-O) T(6-0) 12-0 0.002253 1972 35-5 4.60 1.3800 117-6 0.265 1972 35-5 1v4 (See Notes) 34 120 25.928 P0(6-0) 6-0 0.002253 1.445 1971 32-1 4.60 1.3800 9-4 0.021 27.395 Total(Pt) Route 2 3570 35-5 5.6 19.38 1 (See Notes) 0-6 120 11.974 ••••• Route 3•"•' Sprinkler, T(5-0) 5-0 0.122746 2323 35-5 19.38 1.0490 5-6 0.675 12.649 Total(Pt) Route 3 I&,©M.E.P.CAD, Inc. 111 AutoSPRINK2O18v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 19 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev i (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 a n3tiv9 va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3679 35-5 5.6 19.44 1 (See Notes) 11-0 120 12.051 •••• Route 4••••• Sprinkler, T(5'-O) 5-0 0.123472 2365 35-5 19.44 1.0490 6-0 0.741 12.792 Total(Pt) Route 4 3680 35-5 5.6 20.21 1 (See N Notes) 1-0 120 13.019 ••••• Route 5 .... Sprinkler, T(5-0) 5-0 0.132615 2366 35-5 20.21 1.0490 6-0 0.796 13.814 Total(Pt) Route 5 3569 35-5 5.6 20.21 1 (See Notes) 0-6 120 13.028 ''•• Route 6 Sprinkler, T(5-0) 5-0 0.132705 2322 35-5 20.21 1.0490 5-6 0.730 13.758 Total(Pt) Route 6 3534 35-5 5.6 21.05 1 (See Notes) 0'6 120 14.134 ••••• Route 7••••• Sprinkler, T(5'-O) 0.143098 2224 35-5 21.05 1.0490 5-6 0.787 2224 355 .,, 10-8 120 14.922 0.007286 2223 35-5 8.67 1.3800 10-8 0.078 2223 35-5 21.11 1114 10-8 120 14.999 Flow (q) from Route 9 0.071465 2220 35-5 29.78 1.3800 10-8 0.762 2220 35-5 21.64 P/4 (See Notes) 36'5 120 15.762 Flow (q) from Route 13 T(6'-O) 6-0 0.196327 2401 35-5 -. 51.42 1.3800 42-5 8.327 2401 35-5 1% (See Notes) 3'4 120 24.088 P0(6-0) 6-0 0.196327 1.445 2400 32-1 51.42 1.3800 9-4 1.832 27.366 Total(Pt) Route 7 3493 35-5 5.6 21.06 1 (See Notes) 0-6 120 14.149 ••••• Route 8••••• Sprinkler, T(5'-O) 0.143235 2131 35-5 21.06 1.0490 5'-6 0.788 ,,©M.E.P.CAD, Inc. §1 AutoSPRlNK2O18v13.1.69.0 RA #4 1/5/2018 9:59:16AM Page 20 Job Name, Drawinq2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev i (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 a n9gativ9 v'1u9. Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2131 35-5 1¼ 10-8 120 14.937 0.007223 2130 35-5 8.63 1.3800 10-8 0.077 2130 35-5 21.12 10-8 120 15.014 Flow (q) from Route 10 0.071329 2129 35-5 29.75 1.3800 10-8 0.761 2129 35-5 21.65 1¼ (See Notes) 36-5 120 15.775 Flow (q) from Route 14 T(6'-O) 6-0 0.196176 2260 35-5 51.40 1.3800 42-5 8.320 2260 35-5 1¼ (See.. Notes) 3'4 120 24.095 P0(6-0) 6-0 0.196176 1.445 2259 32-1 51.40 1.3800 9-4 1.831 27.371 Total(Pt) Route 8 3533 35-5 5.6 21.11 1 (See Notes) 1 0-6 120 14.208 ••••• Route 9 Sprinkler, T(5'-O) t 5-0 0.143790 2223 35-5 21.11 1.0490 5-6 0.79 1 14.999 Total(Pt) Route 9 3492 35-5 5.6 21.12 1 (See Notes) 0-6 120 14.222 •••••RouteIO••• Sprinkler, T(5-0) 0.143921 2130 35-5 21.12 1.0490 5-6 0.792 15.014 Total(Pt) Route 10 3535 35-5 5.6 21.16 1 (See Notes) 0-6 120 14.278 .... Route 11 ..... Sprinkler, T(5-0) 0.144438 2225 35-5 21.16 1.0490 5-6 0.794 2225 35-5 12.39 10-8 120 15.072 Flow (q) from Route 22 0.089102 2227 35-5 33.55 1.3800 10-8 0.950 2227 35-5 21.82 1¼ (See Notes) 26'5 120 16.022 Flow (q) from Route 15 T(6-0) 6-0 0.225135 2422 35-5 55.37 1.3800 32-5 7.299 2422 35-5 11/4 (See Notes) 3'4 120 23.321 P0(6-0) 6-0 0.225135 1.445 2421 32-1 55.37 1.3800 9-4 2.101 L, © M.E.P.CAD, Inc. @11 AutcSPRINK 2018 v13.1 .69.0 RA #4 1/5/2018 9:59:16AM Page 21 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 nejative va1u9. Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 26.867 Total(Pt) Route 11 3494 35-5 5.6 21.17 1 (See Notes) 0-6 120 14.293 •••'• Route 12•''•' Sprinkler, T(5'-O) 5-0 0.144585 2132 35-5 21.17 1.0490 5-6 0.795 2132 35-5 12.44 11/4 10-8 120 15.089 Flow (q) from Route 21 0.089414 2133 35-5 33.61 1.3800 10-8 0.954 2133 35-5 21.83 1% (See Notes) 265 120 16.042 Flow (q) from Route 16 T(6'-O) 6-0 0.225715 2281 35-5 55.44 1.3800 32-5 7.317 2281 35-5 1% (See Notes) 3-4 120 23.360 P0(6-0) 6-0 0.225715 1.445 2280 32-1 55.44 1.3800 9-4 2.107 26.911 Total(Pt) Route 12 3532 35-5 5.6 21.64 1 (See Notes) 0-6 120 14.933 ••'•' Route 13..... Sprinkler, T(5-0) 5-0 0.150565 2220 35-5 21.64 1.0490 5-6 0.828 15.762 Total(Pt) Route 13 3491 35-5 5.6 21.65 1 (See Notes) o'6 120 14.946 ••••• Route 14 ... Sprinkler, T(5-0) 5,-0 0.150682 2129 35-5 -. 21.65 1.0490 5-6 0.829 15.775 Total(Pt) Route 14 3536 35-5 5.6 21.82 1 (See Notes) 0-6 120 15.182 •... Route 15'. Sprinkler, T(5'-O) 5-0 0.152878 2227 35-5 21.82 1.0490 5-6 0.841 16.022 Total(Pt) Route 15 3495 35-5 5.6 21.83 1 (See Notes) 0-6 120 15.201 '' • Route 16..... Sprinkler, T(5-0) 5,-0 0.153054 2133 35-5 21.83 1.0490 5-6 0.842 16.042 Total(Pt) Route 16 35 -2-7 250.00 4 (See Notes) 2'0 150 43.179 "" Route 17"" Hydrant, EE(6'-5%) 6-51/2 0.012349 0.867 36 4-7 250.00 4.0800 8-5% 0.104 ©M.E.P.CAD, Inc. ffl AutoSPRlNK2O18v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 22 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev I (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 nJptiv9 vpl"9. Fitting (Foot) __________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 36 4-7 6 (See Notes) 8'7% 150 44.150 T(38-11 1/2) 38-111/2 0.002083 0.867 37 -6-7 250.00 5.8800 47.7 0.099 37 -6-7 8 22-1 150 45.117 0.000294 32 -6-7 177.09 7.7100 22-1 0.006 45.123 Total(Pt) Route 17 37 -6-7 177.09 8 (See Notes) 168910 150 45.117 ••'•' Route 18••••• Flow (q) from Route 17 4E(22'-111/2), 8EE(1 1-6), T(44' -8) 228-5 0.000057 30 -6-7 72.91 7.7100 191831/2 0.109 45.226 Total(Pt) Route 18 2324 35-5 17.08 1% 8-0 1 120 12.479 ••••• Route 19•'' Flow (q) from Route 1 0.000541 2364 35-5 2.12 1.3800 8-0 0.004 12.483 Total(Pt) Route 19 2137 35-5 5.16 11/4 (See Notes) 105-6 120 25.583 ••••• Route 2O••••• T(6-0), Flow (q) from Route 23 T(6-0) 12-0 0.002795 2116 35-5 5.16 1.3800 117-6 __________ 0.328 2116 35-5 1/4 (See Notes) 34 120 25.911 P0(6-0) 6-0 0.002795 1.445 2115 32-1 5.16 1.3800 9-4 0.026 27.383 Total(Pt) Route 20 2131 35-5 8.63 11,/4 10-8 120 14.937 ••••• Route 21 Flow (q) from Route 8 0.014215 2132 35-5 12.44 1.3800 10-8 0.152 15.089 Total(Pt) Route 21 2224 35-5 8.67 1% 10-8 120 14.922 ••••• Route 22••••' Flow (q) from Route 7 0.014106 2225 35-5 12.39 1.3800 10-8 0.150 15.072 Total(Pt) Route 22 2136 32-1 1% (See Notes) 3-4 120 27.002 Route 23 P0(6-0) 6-0 0.002795 -1.445 2137 35-5 5.16 1.3800 9-4 0.026 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.0 RA #4 1/5/2018 9:59:16AM Page 23 Job Name:, Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elevi (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 a nQgtiv9 vplue. ______________________ Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 25.583 Total(Pt) Route 23 69 35-5 8.19 2 (See Notes) 3-4 120 26.166 •••• Route 24••••• Flow (q) from Route 43 P0(10-0) oo 0.000673 1.445 42 32-1 8.19 2.2030 13-4 0.009 42 32-1 16.28 6 10-0 120 27.620 Flow (q) from Route 40 0.000029 43 32-1 24.47 6.3570 io'-o 0.000 43 32'l 8.30 6 10-0 120 27.620 Flow (q) from Route 25 0. 000050 44 32-1 32.77 6.3570 10'-0 0.001 44 32'1 8.47 6 10-0 120 27. 621 Flow (q) from Route 26 45 32'- 41.23 0.000077.l 6.3570 io'-o 0.001 45 32'1 8.72 6 10-0 120 27. 621 Flow (q) from Route 27 0.000109 10-0 46 32-1 49.96 6.3570 0.001 46 32-1 9.08 6 10-0 120 27.622 Flow (q) from Route 28 0.000149 10-0 47 32'1 59.03 6.3570 0.001 47 321 9.54 6 10-0 120 27. 624 Flow (q) from Route 29 0.000197 48 32-1 68.57 6.3570 10-0 0.002 48 32-1 10.12 6 (See Notes) 3-4 120 27.626 Flow (q) from Route 30 '- T(37 81/2) 3781/2 0.000254 17 32-1 78.70 6.3570 41-0% 0.010 27.636 Total(Pt) Route 24 68 35-5 8.30 2 (See Notes) 3-4 120 26.166 ••••• Route 25 •'••• Flow (q) from Route 58 P0(10-0) 10-0 0.000689 1.445 43 32-1 8.30 2.2030 13-4 0.009 27.620 Total(Pt) Route 25 67 35-5 8.47 2 (See Notes) 3-4 120 26.166 Route 26 • •• • Flow (q) from Route 44 P0(10-0) 10-0 0.000715 1.445 44 32-1 8.47 2.2030 13-4 0.010 &,©M.E.P.CAD, Inc. jAutoSPRlNK2O18v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 24 Job Name:, Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 a n9J'tiv9 value. Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 27.621 Total(Pt) Route 26 66 35-5 8.72 2 (See Notes) 3'4 120 26.166 Route 27 Flow (q) from Route 57 P0(10-0) 10-0 0.000756 1.445 45 32-1 8.72 2.2030 13-4 0.010 27.621 Total(Pt) Route 27 65 35-5 9.08 2 (See Notes) '- 1 120 26.166 ••••• Route 28. Flow (q) from Route 45 P0(10-0) 10-0 t 0.000813 1.445 46 32-1 9.08 2.2030 13-4 0.011 27.622 Total(Pt) Route 28 64 35-5 9.54 2 (See Notes) 3-4 120 26.167 ••••• Route 29. Flow (q) from Route 56 P0(10-0) 10-0 0.000892 1.445 47 32-1 9.54 2.2030 13-4 0.012 27.624 Total(Pt) Route 29 63 35-5 10.12 2 (See Notes) 3-4 120 26.167 ••••• Route 30•'••• Flow (q) from Route 46 P0(10-0) 10-0 0.000996 1.445 48 32-1 10.12 2.2030 13-4 0.013 27.626 Total(Pt) Route 30 62 35-5 7.28 2 (See Notes) 3'4 120 26.087 ••.• Route 31 Flow (q) from Route 55 P0(10-0) 10-0 0.000541 1.445 16 32-1 7.28 2.2030 13-4 0.007 27.539 Total(Pt) Route 31 61 35-5 7.29 2 (See Notes) 3-4 120 26.066 .... Route 32. Flow (q) from Route 47 P0(10-0) 10-0 0.000542 1.445 15 32-1 7.29 2.2030 13-4 0.007 27.518 Total(Pt) Route 32 60 35-5 7.51 2 (See Notes) 3-4 120 26.046 • - Route 33..... Flow (q) from Route 54 P0(10-0) 10-0 0.000573 1.445 14 32-1 7.51 2.2030 13-4 0.008 27.498 Total(Pt) Route 33 59 35•-5 7.95 2 (See Notes) 3'4 120 26.026 Route 34 Flow (q) from Route 48 P0(1 0'O) io'-o 0.000637 1.445 13 32-1 7.95 2.2030 13-4 0.008 27.480 Total(Pt) Route 34 V ©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 25 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 a nQgativf v'l•9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 58 35-5 8.60 2 (See Notes) 3-4 120 26.008 "•• Route 35•'••• Flow (q) from Route 53 P0(1 0-U) 10-0 0.000736 1.445 12 32-1 8.60 2.2030 13-4 0.010 27.463 Total(Pt) Route 35 57 36-5 9.44 2 (See Notes) 3'4 120 25.990 Route 36.. Flow (q) from Route 49 P0(10-0) 10-0 0.000875 1.445 11 32-1 9.44 2.2030 13-4 0.012 27.446 Total(Pt) Route 36 56 35-5 1047 2 (See Notes) 3'4 120 25.972 "•• Route 37•'''• Flow (q) from Route 52 P0(1 0-U) 101-0 0.001060 1.445 10 32-1 10.47 2.2030 13-4 0.014 27.432 Total(Pt) Route 37 55 35-5 11.69 2 (See Notes) 3'4 120 25.956 ••••• Route 38'••• Flow (q) from Route 50 P0(1 0-U) 10-0 0.001299 1.445 9 32-1 11.69 2.2030 13-4 0.017 27.418 Total(Pt) Route 38 54 35-5 13.09 2 (See Notes) 3-4 120 25.940 ••••• Route 39 Flow (q) from Route 51 P0(10-0) 10-0 0.001602 1.445 8 32-1 13.09 2.2030 13-4 0.021 27.406 Total(Pt) Route 39 49 35-5 8.13 2 (See Notes) 3-4 120 26.166 ' Route 4O Flow (q) from Route 42 P0(10-0) 10-0 0.000664 1.445 50 32-1 8.13 2.2030 13-4 0.009 50 32-1 6 10-0 120 27.620 0.000004 51 32-1 8.13 6.3570 10-U 0.000 51 32-1 8.15 6 10-0 120 27.620 Flow (q) from Route 41 0.000014 42 32-1 16.28 6.3570 101-0 0.000 27.620 Total(Pt) Route 40 70 35-5 8.15 2 (See Notes) 3'- 120 26.166 '•'' Route 41 Flow (q) from Route 59 P0(10-U) 10-0 0.000666 1.445 51 32-1 8.15 2.2030 13-4 0.009 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1 .69.0 RA #4 1/5/2018 9:59:16AM Page 26 Job Name:, Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices 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 a n9gativ9 va1u9. Fitting (Foot) Pf Friction Loss Per Unit (p Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 27.620 Total(Pt) Route 41 71 32-1 4 10-0 120 27.517 ••••• Route 42•'•' 0.000097 73 32-1 16.28 4.2600 10,-U 0.001 73 32-1 4 10,-0 120 27.518 0.000027 75 32-1 8.13 4.2600 10,-0 0.000 75 32-1 2 (See Notes) 3'4 120 27.519 P0(1 0-U) 101-0 0.000664 -1.445 76 35-5 8.13 2.2030 13-4 0.009 7 36-5 (See Notes) 105'6 120 26.082 P0(1 0-U) P0(10-0) 20-0 0.000664 49 35-5 8.13 2.2030 125-6 0.083 26.166 Total(Pt) Route 42 77 32-1 4 101-0 120 27.512 ••••• Route 43'•••• 0.000352 79 32-1 32.77 4.2600 10,-U 0.004 79 32-1 4 10-0 120 27.515 0.000205 71 32-1 24.47 4.2600 10-0 0.002 71 ''' i 2 (See Notes) 34 120 27.517 P0(10-U) 101-0 0.000673 -1.445 72 35-5 8.19 2.2030 13-4 0.009 72 35-5 2 (See Notes) 1U5'6 120 26. 081 P0(10-0) P0(10-0) 20-0 0.000673 69 35-5 8.19 2.2030 125-6 0 084 26.166 Total(Pt) Route 43 81 32-1 4 10-0 120 27.499 .... Route 44 0.000769 101-0 83 32-1 49.96 4.2600 0.008 83 32-1 4 10,-0 120 27.506 0.000539 77 32-1 41.23 4.2600 10,-U 0.005 L,©M.E.P.CAD, Inc. 511AutoSPRlNK2018v13.1.69.0 RA #4 1/5/2018 9:59:16AM Page 27 Job Name; Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices lUPh (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a n9gatve "I•'c F Pf Friction Loss Per Unit (t Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID TI (Foot) Friction(Pt) 77 r i - 2 'See Notes) 3'4 120 27.512 P0(10-0) 10-0 0.000715 -1.445 78 35-5 8.47 2.2030 13-4 0.010 78 35-5 2 (See Notes) 1056 120 26.076 P0 10 - 0 P0(10-0) 20-0 0.000715 67 35-5 8.47 2.2030 125-6 0.090 26.166 Total(Pt) Route 44 85 32-1 4 10-0 120 27.474 Route 45 0.001381 87 32-1 68.57 4.2600 0.014 87 32-1 10-0 120 27.488 0.001047 101-0 81 32-1 59.03 4.2600 0.010 81 32-1 2 (See Notes) 34 120 27.499 P0(10-0 10-0 0.000813 -1.445 82 35-5 9.08 2.2030 13-4 0.011 82 35-5 2 (See Notes) 1066 120 26.064 P0 10' - 0 P0(10-0) 20-0 0.000813 65 35-5 9.08 2.2030 125-6 0.102 26.166 Total(Pt) Route 45 90 32-1 4 10-0 120 27.436 •••'Route 46•••.' 0.002099 101-0 92 32-1 85.98 4.2600 0.021 92 32-1 4 10-0 120 27.457 0.001782 101-0 85 32-1 78.70 4.2600 0.018 85 • 32-1 2 'See Notes) 34 120 27.474 P0(10-0) 10-0 0.000996 -1.445 86 35-5 10.12 2.2030 13-4 0.013 86 35-5 2 (See Notes) 1056 120 26.043 P0 -0 P0(10-0) 20-0 0.000996 63 35-5 10.12 2.2030 125-6 0.125 26.167 Total(Pt) Route 46 ©M.E.P.CAD, Inc. jAutoSPRlNK2018v13.1.69.0 RA #4 1/5/2018 9:59:16AM Page 28 Job Name: Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node 1 Elev 1 'Foot' K-Factor Flow added this step (q) Nominal ID FittingsLength & Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as n23'tivQ vlu9. Fitting (Foot) Pt Friction 055( Unit Elev(Pe) L Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 94 32-1 4 10-0 120 27.383 .... Route 47 0.002816 96 32-1 100.78 4.2600 10-0 0.028 96 32-1 4 10-0 120 27.411 0.002440 90 32-1 93.27 4.2600 10-0 0.024 90 32-1 2 (See Notes) 3'4 120 27.436 P0(10-U) 10-0 0.000542 -1.445 91 35-5 7.29 2.2030 13-4 0.007 91 35-5 2 (See Notes) 1056 120 25.998 P0(10-0) P0(10-0) 20-0 0.000542 61 35-5 7.29 2.2030 125-6 0.068 26.066 Total(Pt) Route 47 98 32-1 4 10-0 120 27.313 Route 48 0.003731 100 32-1 117.33 4.2600 10-0 0.037 100 32-1 4 10-0 120 27.351 0.003241 94 32-1 108.73 4.2600 10-0 0.032 94 32-1 2 (See Notes) 34 120 27.383 P0(10-0) 101-0 0.000637 -1.445 95 35-5 7.95 2.2030 13-4 0.008 95 35-5 2 (See Notes) 105'6 120 25.946 P0(10-0) P0(10-0) 20-0 0.000637 59 36-5 7.95 2.2030 F 125-6 0.080 • 26.026 Total(Pt) Route 48 102 32-1 4 101-0 120 27.220 •••Route 49•••• 0.004986 104 32-1 137.24 4.2600 10-0 0.050 104 32-1 4 10,-0 120 27.270 0.004305 98 32-1 126.77 4.2600 10-0 0.043 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v1 3.1.69.0 RA #4 1/5/2018 9:59:16AM Page 29 Job Name1 Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal I D 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 a nQgativQ va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 98 32-1 2 (See Notes) 3'4 120 27.313 P0(10-0) 10-0 0.000875 -1.445 99 35-5 9.44 2.2030 13-4 0.012 99 35-5 2 (See Notes) 1056 120 25.880 P0(10-0) P0(10-0) 20-0 0.000875 57 35-5 9.44 2.2030 125-6 0.110 25.990 Total(Pt) Route 49 1992 32-1 4.60 4 11-0 120 27.088 '••• Route 5O••••' Flow (q) from Route 2 0.006779 108 32-1 162.02 4.2600 11-0 0.075 108 32-1 4 10.-0 120 27.162 0.005800 102 32-1 148.93 4.2600 10,-U 0.058 102 32-1 2 (See Notes) 3'-4 120 27.220 P0(10-0) 10-0 0.001299 -1.445 103 35-5 11.69 2.2030 13-4 0.017 103 35-5 2 (See Notes) 106-6 120 25.793 P0(1 0-U) P0(10-0) 20-0 0.001299 55 35-5 11.69 2.2030 125-6 0.163 25.956 Total(Pt) Route 50 108 32-1 2 (See Notes) 3-4 120 27.162 Route 51 P0(1 0-U) 10-0 0.001602 -1.445 109 35-5 13.09 2.2030 13-4 0.021 109 35-5 2 (See Notes) 1066 120 25.739 P0(10-0) P0(10-0) 20-0 0.001602 54 35-5 13.09 2.2030 125-6 0.201 25.940 Total(Pt) Route 51 104 32-1 2 (See Notes) 3-4 120 27.270 •••.. Route 52 P0(10-0) 10-0 0.001060 -1.445 105 35-5 10.47 2.2030 13-4 0.014 105 35-5 2 (See Notes) 1066 120 25.839 P0(10-0) P0(10-0) 20-U 0.001060 56 35-5 10.47 2.2030 125-6 0.133 ©M.E.P.CAD, Inc. §V AutoSPRINK2018v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 30 Job Name Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev i (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 (N) and shown as n9jtiv9 va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 25.972 Total(Pt) Route 52 100 32-1 2 (See Notes) 3-4 120 27.351 ••••• Route 53••••• P0(10-0) 10-0 0.000736 -1.445 101 35-5 8.60 2.2030 13-4 0.010 101 35-5 2 (See Notes) 1056 120 25.915 P0(10-0) P0(10-0) 20-0 0.000736 58 35-5 8.60 2.2030 125-6 0.092 26.008 Total(Pt) Route 53 96 32-1 2 (See Notes) 34 120 27.411 ••••• Route 54•••• P0(10-0) 0.000573 -1.445 97 35-5 7.51 2.2030 13-4 0.008 97 35-5 2 (See Notes) 106-6 120 25.974 P0(10-0) P0(10-U) 20-0 0.000573 60 35-5 7.51 2.2030 125-6 0.072 26.046 Total(Pt) Route 54 92 32-1 2 (See Notes) 3-4 120 27.457 ••••• Route 55 .... P0(10-0) 10-0 0.000541 -1.445 93 35-5 7.28 2.2030 13-4 0.007 93 35-5 2 (See Notes) 1066 120 26.019 P0(1 0-0) P0(10-0) 20-0 0.000541 62 35-5 7.28 2.2030 125-6 0.068 26.087 Total(Pt) Route 55 87 32-1 2 (See Notes) 3-4 120 27.488 '... Route 56.. P0(10-0) 10-0 0.000892 -1.445 88 35-5 9.54 2.2030 13-4 0.012 88 35-5 2 (See Notes) 1056 120 26.055 P0(10-0) P0(1 0-U) 20-0 0.000892 64 35-5 9.54 2.2030 125-6 0.112 26.167 Total(Pt) Route 56 83 32-1 2 (See Notes) 34 120 27.506 ••.. Route 57 P0(10-0) 10-0 0.000756 -1.445 84 35-5 8.72 2.2030 13-4 0.010 1.,©M.E.P.CAD, Inc. F111 AutoSPRlNK2018v13.1.69.O RA #4 1/5/2018 9:59:16AM Page 31 Joh Name Drawing2 Remote Area Number: RA #4 Date: 1/5/2018 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & i 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 ncgativ value. Fitting (Foot) _________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 84 35-5 2 (See Notes) I 1066 120 26.071 P0(10-0) P0(10-0) 20-0 0.000756 66 35-5 8.72 2.2030 1 125-6 0.095 26.166 Total(Pt) Route 57 79 32-1 2 (See Notes) 3-4 120 27.515 Route 58 P0(10-0) 10-0 0.000689 -1.445 80 35-5 8.30 2.2030 13-4 0.009 80 35-5 2 (See Notes) 1066 120 26.079 P0(10-0) P0(10-0) 20-0 0.000689 68 35-5 8.30 2.2030 125-6 0.086 26.166 Total(Pt) Route 58 73 32-1 2 (See Notes) 3-4 120 27.518 ••••Route 59••••• P0(10-U) oo 0.000666 -1.445 74 35-5 8.15 2.2030 13-4 0.009 74 35-5 ___ 2 ________ (See Notes) 1066 120 26.082 P0(10-0) P0(1 0-U) 20-0 0.000666 70 35-5 8.15 2.2030 125-6 0.084 26.166 Total(Pt) Route 59 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #4 1/5/2018 9:59:16AM Page 32 Jola Name Drawinq2 Remote Area Number: RA #4 Date: 1/5/2018 Equivalent Pipe Lengths of Valves and Fittings (C120 only) I IC Value Multiplier / Actual Inside Diameter 4.87 Factor Value Of 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 BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve F 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 22½° Elbow I Flow Device fd Flex Drop FDC Fire Department Connectk IF 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fIg Flange EN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. qffi AutoSPRINK 2018 v1 3.1.69.0 RA #4 1/5/2018 9:59:16AM Page 33 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Roof Piping Design Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: RA #5 ESFR 25.000 NA 100. oOft2 Pendent 12 Calculation Date: 1/5/2018 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm gpm at Node: 1 Type: Allowance at Source 250.00 gpm at Node: 35 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1805.67 gpm @ 114.701 psi Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 108.998 Right: N/A M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1 .69.0 RA #5 1/5/201810:01 :45AM Page 1 a- 60 Job Name: Drawing2 Remote Area Number: RA #5 150- 135 120 105 75 45 30 M Ii 9550 31 00 461 V--"M 1805 67@ 1 Static Pressure 134.000—_________ ___________ ____________ ______________ Node: I Water Supply Summary Sheet 00126.000 180567 114.701 - System demand curve UiLIJJ.IIIIIIM 111111111 illllllll 111111111 I II I III I I I I I I I I I I I I I I I I I 6200 . 9300 7750 10850 Flow - gpm Hydraulic Graph N 1.85 12400 13950 Date: 1/5/2018 15500 1M7©M.E.P.CAD, Inc. AutoSPRINK2018v13.1.69.0 1/5/2018 10:01:46AM Page 2 ~1111SILIlmmary Of Outfiowing Devices Job Number: 1 Reoort Descriotion: ESFR (RA #5) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 35 250.00 250.00 0 100.689 c Sprinkler 2601 126.00 126.00 25.2 25.000 Sprinkler 2602 126.64 126.00 25.2 25.256 Sprinkler 2603 128.84 126.00 25.2 26.138 Sprinkler 2604 136.40 126.00 25.2 29.296 Sprinkler 2624 126.09 126.00 25.2 25.035 Sprinkler 2625 126.73 126.00 25.2 25.292 Sprinkler 2626 128.93 126.00 25.2 26.175 Sprinkler 2627 136.49 126.00 25.2 29.337 Sprinkler 2647 126.41 126.00 25.2 25.163 Sprinkler 2648 127.06 126.00 25.2 25.421 Sprinkler 2649 129.25 126.00 25.2 26.308 Sprinkler 2650 136.84 126.00 25.2 29.486 Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v1 3.1.69.0 1/5/2018 10:01:47AM Page Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 134.000 126.000 8000.00 133.490 1805.67 114.701 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -11-1 Supply 114.701 1805.67 35 -2-7 - Hydrant 100.689 250.00 2601 35-3 Sprinkler 25.000 126.00 2602 35-3 Sprinkler 25.256 126.64 2603 35-3 Sprinkler 26.138 128.84 2604 35-3 Sprinkler 29.296 136.40 2624 35-3 Sprinkler 25.035 126.09 2625 35-3 Sprinkler 25.292 126.73 2626 35-3 Sprinkler 26.175 128.93 2627 35-3 Sprinkler 29.337 136.49 2647 35-3 Sprinkler 25.163 126.41 2648 35-3 Sprinkler 25.421 127.06 2649 35-3 Sprinkler 26.308 129.25 2650 35-3 Sprinkler 29.486 136.84 8 32-1 82.796 9 32-1 82.796 10 32-1 82.796 11 32-1 82.796 12 32-1 82.796 © M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1 .1 1/5/2018 10:01:50AM Page 4 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 13 32-1 82.796 14 32-1 82.796 15 32-1 82.796 16 32-1 82.796 22 -6-7 104.059 25 -9-1 113.515 30 -6-7 103.470 32 -6-7 102.627 36 4-7 101.660 37 -6-7 102.626 42 32-1 82.796 43 32-1 82.796 44 32-1 82.796 45 32-1 82.796 46 32-1 82.796 47 32-1 82.796 48 32-1 82.796 50 32-1 82.796 51 32-1 82.796 53 7101/2 101.705 71 32-1 82.796 73 32-1 82.796 75 32-1 82.796 .,©M.E.P.CAD, Inc. FIINAutoSPRINK 2018 v13.1.( 1/5/2018 10:01:50AM Page 5 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 77 32-1 82.796 79 32-1 82.796 81 32-1 82.796 83 32-1 82.796 85 32-1 82.796 87 32-1 82.796 89 32-1 82.796 90 32-1 82.796 92 32-1 82.796 94 32-1 82.796 96 32-1 82.796 98 32-1 82.796 100 32-1 82.796 102 32-1 82.796 104 32-1 82.796 107 0-6 97.855 108 32-1 82.796 114 2-1 100.449 115 2-1 108.449 132 35-5 44.513 133 32-1 82.796 134 35-5 44.955 135 35-5 46.475 IA© M.E.P.CAD, Inc. VfjAutoSPRINK 2018 03.1 1/5/2018 10:01:50AM Paqe 6 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 137 32-1 62.658 138 35-5 53.067 140 35-5 51.904 162 32-1 82.039 177 32-1 82.796 181 35-5 44.574 182 35-5 45.016 183 35-5 46.538 185 35-5 53.139 187 35-5 51.975 201 3201/2 82.059 210 32-1 82.039 221 32-1 82.796 229 35-5 44.794 230 35-5 45.239 231 35-5 46.768 233 35-5 53.399 235 35-5 52.230 257 32-1 82.039 265 32-1 82.796 274 32-1 62.741 284 32-0% 82.058 309 32-1 82.796 J©M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.1 1/5/2018 10:01:50AM Pacie7 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 319 32-1 82.039 333 32-1 63.040 343 32-0/ 82.057 351 3201/2 82.056 369 32-1 82.039 379 32-1 63.673 '389 32-0% 82.057 401 3201/2 82.055 419 32-1 82.039 426 32-1 64.307 446 35-5 76.812 465 35-5 68.202 468 3201/2 82.055 472 32-1 64.941 487 32-1 82.039 521 32-1 79.117 522 35-5 76.862 541 32-1 68.787 542 35-5 68.719 545 32-0% 11, 82.054 563 32-1 82.039 594 32-1 79.120 598 35-5 76.915 © M.E.P.CAD, Inc. TORAutoSPRINK 2018 v13.1.( 1/5/2018 10:01:50AM Paqe 8 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 615 32-1 69.350 618 35-5 69.176 621 32-0% 82.053 639 32-1 82.039 668 32-1 79.133 676 35-5 76.976 688 32-1 69.848 696 35-5 69.580 698 3201/2 82.053 716 32-1 82.039 742 32-1 79.160 752 35-5 77.049 763 32-1 70.286 772 35-5 69.935 774 32-0% 82.052 792 32-1 82.039 816 32-1 79.205 828 35-5 77.137 836 32-1 70.670 848 35-5 70.246 850 32-0% 82.051 868 32-1 82.039 890 32-1 79.270 (&© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1. 1/5/2018 10:01:50AM Paqe 9 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 905 35-5 77.244 910 32-1 71.003 925 35-5 70.516 927 3201/2 82.051 945 32-1 82.039 964 32-1 79.361 981 35-5 77.372 984 32-1 71.289 1001 35-5 70.749 1003 3201,6 82.050 1021 32-1 82.039 1037 32-1 79.479 1057 32-1 71.533 1070 35-5 77.526 1079 32-1 82.049 1091 35-5 70.950 1097 32-1 82.039 1110 32-1 79.627 1130 32-1 71.738 1151 35-5 77.707 1156 32-1 82.049 1172 35-5 71.120 1174 32-1 82.039 &© M.E.P.CAD, Inc. ffi AutoSPRlNK 2018 v13.1 .1 1/5/2018 10:01:50AM Page 10 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1188 32-1 79.810 1208 32-1 71.907 1234 35-5 77.920 1237 32-1 82.048 1255 32-1 82.039 1257 35-5 71.263 1261 32-1 80.030 1281 32-1 72.043 1385 32-1 82.047 1405 32-1 82.039 1408 32-1 80.108 1421 32-1 80.205 1428 32-1 72.150 1463 32-1 82.047 1469 32-1 80.977 1470 32-1 80.522 1480 32-1 80.028 1483 32-1 82.039 1485 35-5 78.001 1500 32-1 72.230 1505 35-5 71.367 1539 32-1 82.046 1552 32-1 79.970 &©M.E.P.CAD, Inc. IN AutoSPRINK2018v13.1.l 1/5/2018 10:01:50AM Page 11 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1559 32-1 82.039 1564 35-5 77.933 1572 32-1 72.288 1584 35-5 71.434 1615 32-1 82.045 1624 32-1 79.931 1635 32-1 82.039 1640 35-5 77.885 1644 32-1 72.327 1660 35-5 71.483 1691 32-1 82.045 1696 32-1 79.907 1711 32-1 82.039 1716 32-1 72.351 1717 35-5 77.853 1740 35-5 71.515 1767 32-1 82.044 1768 32-1 79.895 1787 32-1 82.039 1788 32-1 72.363 1797 35-5 77.833 1820 35-5 71.535 1840 32-1 79.891 © M.E.P.CAD, Inc. 45 AutoSPRINK 2018 v13.1.( 1/5/2018 10:01:50AM Pacie 12 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1845 32-1 82.043 1863 32-1 82.039 1873 35-5 77.823 1895 35-5 71.545 1911 32-1 79.887 1933 32-1 72.371 1941 32-1 82.043 1962 32-1 82.039 1971 32-1 82.796 1992 32-1 82.796 2035 35-5 77.955 2049 35-5 71.413 2055 32-1 79.884 2077 32-1 72.374 2085 32-1 82.042 2106 32-1 82.039 2115 32-1 82.796 2136 32-1 82.796 2153 35-5 77.953 2167 35-5 71.415 2199 32-1 79.882 2221 32-1 72.375 2229 32-1 82.041 1J©M.E.P.CAD, Inc. INAutoSPRlNK 2018 v13.1.1 1/5/2018 10:01:50AM Page 13 Job Name: Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2250 32-1 82.039 2259 32-1 82.796 2267 35-5 77.951 2280 32-1 82.796 2282 35-5 71.416 2343 32-1 79.882 2363 32-1 72.376 2370 32-1 82.040 2391 32-1 82.039 2400 32-1 82.796 2421 32-1 82.796 2461 35-5 77.951 2474 35-5 71.417 2487 32-1 79.882 2509 32-1 72.376 2517 32-1 82.039 2538 32-1 82.039 2547 32-1 82.796 2568 32-1 82.796 I&© M.E.P.CAD, Inc. FIIRAutoSPRINK 2018 v13.1 .1 1/5/2018 10:01:50AM Paqe 14 Job Name:.Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices 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 nJativQ va1u9. Fitting F Pf Friction Loss Per Unit (1 Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2601 35-3 25.2 126.00 1 (See Notes) 0-0 120 25.000 •••• Route I Sprinkler, P0(5-0) 5-0 3.918880 -0.081 132 35-5 126.00 1.0490 51 0 19.594 132 35-5 2% 10-0 120 44.513 0.044171 134 35-5 126.00 2.6350 10-0 0.442 134 35-5 12664 2 21/ 9-6 120 44.955 Flow (q) from Route 4 0.159990 135 35-5 252.64 2.6350 9-6 1.520 135 35-5 128.84 21/2 (See Notes) 2-9 120 46.475 Flow (q) from Route 7 P0(16-5%) 16-5% 0.342905 138 35-5 381.48 2.6350 1921/2 , 6.592 138 35-5 136.40 21/2 (See Notes) 3-4 120 53.067 Flow (q) from Route 10 P0(12-0) 12-0 0.531271 1.445 137 32-1 517.88 2.7050 15-4 8.146 137 32-1 6 10-0 120 62.658 0.008282 274 32-1 517.88 6.3570 0.083 274 32-1 518.24 6 10-0 120 62. 741 Flow (q) from Route 2 0.029876 333 32-1 1036.12 6.3570 0.299 333 3 - 2' 1 519.56 6 10-0 120 63.040 Flow (q) from Route 3 0.063367 379 32-1 1555.67 6.3570 0.634 379 32-1 6 10-0 120 63.673 0.063367 426 32-1 1555.67 6.3570 0.634 426 32-1 6 10,-0 120 64.307 0.063367 472 32-1 1555.67 6.3570 10,-0 0.634 472 32-1 6 (See Notes) 266 120 64.941 2E(17-7) 35-2% 0.063367 541 32-1 1555.67 6.3570 60-8% 3.847 1,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA #5 1/5/2018 10:01:54AM Page 15 Job Name: ,Drawinq2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev I (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 a negative __________________ value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 541 32-1 2 (See Notes) 3'4 120 68.787 P0(1 0-U) 10-0 0.064491 -1.445 465 35-5 96.49 2.2030 13-4 0.860 465 35-5 2 (See Notes) 113-6 120 68.202 P0(10-U) P0(1 0-U) 20-0 0.064491 446 35-5 96.49 2.2030 133-6 8.610 446 35-5 2 (See Notes) 3-4 120 76.812 P0(1 0-U) 101-0 0.064491 1.445 521 32-1 96.49 2.2030 13-4 0.860 521 32-1 6 10-0 120 79.117 0.000370 594 32-1 96.49 6.3570 10-0 0.004 594 32'1 93.63 6 10-0 120 79.120 Flow (q) from Route 15 0.001297 668 32-1 190.13 6.3570 10,-U 0.013 668 32-1 91.09 6 10,-U 120 79.133 Flow (q) from Route 16 0.002676 742 32-1 281.22 6.3570 10,-0 0.027 742 32'-1 88.89 6 101-0 120 79. 160 Flow (q) from Route 17 0.004449 816 32-1 370.11 6.3570 10,-0 0.044 816 32-1 87.04 6 10,-U 120 79.205 Flow (q) from Route 34 0.006575 890 32-1 457.15 6.3570 10-0 0.066 890 32-1 85.55 6 10,-U 120 79.270 Flow (q) from Route 33 0.009031 964 32-1 542.70 6.3570 10,-0 0.090 964 32'-1 84.45 6 101-0 120 79. 361 Flow (q) from Route 32 0.011802 1037 32-1 627.15 6.3570 10,-0 0.118 1037 32'1 83.74 6 101-0 120 79.479 Flow (q) from Route 31 0.014881 1110 32-1 710.89 6.3570 10,-0 0.149 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA #5 1/5/2018 10:01:54AM Page 16 Job Name:,Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev I (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 (Pt) and shown as a nQgativ vl"e. __ Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1110 32'l 83.42 6 101-0 120 79. 627 Flow (q) from Route 30 0.018272 1188 32-1 794.30 6.3570 10,-U 0.183 1188 32-1 83.49 6 10,-U 120 79.810 Flow (q) from Route 29 0.021983 1261 32-1 877.80 6.3570 10,-U 0.220 1261 32-1 83.97 6 681/2 120 80.030 Flow (q) from Route 28 0.026031 1421 32-1 961.77 6.3570 681/2 0.174 1421 32-1 8 (See Notes) 2'-3 120 80.205 1(41-1%) 41-1% 0.007319 1470 32-1 961.77 8.2490 43-4% 0.317 1470 32-1 593.91 8 (See Notes) 10'3 120 80.522 Flow (q) from Route 18 fE(15'-3) 15-3 0.017817 1469 32-1 1555.67 8.2490 26-6 0.455 1469 32-1 8 (See Notes) 40'l% 120 80.977 (-0.000), BV(14'-l), 2fE(15'-3), T(41'-11/2), CV(52'-10) 138-7 0.017817 13.694 107 0-6 1555.67 82490 . 178-81/2 3.184 107 0-6 10 (See Notes) 13'9% 140 97.855 E(36'-l) 36-1 0.004214 3.640 53 -7'-10/ 1555.67 10.4600 49-10% 0.210 53 -7-10/ 10 (See Notes) 991 9 150 101.705 E(12'-101/2), 3E(25'-9), PlV(5'- 10), T(58'-61/2) 154'-61/2 0.005898 -0.578 32 -6'-7 1555.67 9.5100 254'-3/2 1.500 32 -6'-7 29.95 8 (See Notes) 5'0 150 102.627 Flow (q) from Route 13 T(44'-8) 44-8 0.016974 30 -6-7 1585.63 7.7100 49'-8 0.843 30 -6-7 220.05 12 (See Notes) 130'1 150 103.470 Flow (q) from Route 14 EE(15'-1), E(31'-4) 46-5 0.003340 22 -6-7 1805.67 11.3100 176-6 0.590 22 -6-7 12 (See Notes) 11'2 140 104.059 E(45'-3%) 45-31/2 0.002313 -3.741 114 2-1 1805.67 12.5200 5651/2 0.131 ,©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 17 Job Name: !Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor I Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction i Elev(Pe) Loss P Unit t (psi) Friction(Pf) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 114 2-1 8 (See Notes) 01 0 120 100.449 BFP(-8.000) 0.027569 8.000 115 2-1 1805.67 7.9810 ,o 115 2-1 12 (See Notes) 13'-8 140 108.449 2E(45 3½) 9061/2 4.825 0002313 0.241 25 -91-1 180567 125200 104'-2Y2 25 -9-1 12 (See Notes) 32'9% 150 113.515 2E(31'-4), 5 62-8 0.867 0003340 0319 1 -111-1 180567 113100 95 51/ 0.00 114.701 Hose Allowance At Source Total(Pt) Route 1 1 1805.67 2624 35-3 25.2 126.09 1 (See Notes) o'-O 5-0 120 25.035 -0.081 3924008 19.620 ••••• Route 2 Sprinkler, P0(5 0) 181 35-5 12609 10490 5'-0 181 35-5 2Y2 10-0 120 44.574 0.044229 0.442 182 35-5 126.09 2.6350 , 10-0 182 35-5 126.73 2% 9-6 120 45.016 0.160199 I 1.522 Flow (q) from Route 5 183 35-5 252.82 2.6350 9-6 183 35-5 128.93 21/2 (See Notes) 2'9 1651/ 120 46.538 0.343353 6.601 Flow (q) from Route 8 P0(16-5%) 185 35-5 381.75 2.6350 19-2% 185 35-5 136.49 21/2 (See Notes) 3'4 12-0 120 53.139 1.445 0.531965 8.157 Flow (q) from Route 11 P0(1 2-U) 274 32-1 518.24 2.7050 15-4 62.741 Total(Pt) Route 2 2647 35-3 25.2 126.41 1 (See Notes) 01-0 120 25.163 • •.. Route 3 Sprinkler, P0(5-U) 5-0 -0.081 3.942502 19.713 229 35-5 126.41 1.0490 5-0 229 35-5 21/2 10,-0 120 44.794 0.044437 0.444 230 35-5 126.41 2.6350 10-U /,,©M.E.P.CAD, Inc. 01 AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 18 JoI Name: .Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Notes Total(Pt) Node I (Foot) K-Factor this step Nominal ID Devices (Foot) _____________ Fitting/Device (Equivalent _______________ ________ Fitting (Foot) ____________ Pf Friction (q) Equiv. ______________ Length) Elev(Pe) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) _______________ when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as nej'tive value. 230 35-5 127.06 2% 9'-6 120 45.239 Flow (q) from Route 6 0.160954 231 35-5 253.47 2.6350 9-6 1.529 231 35-5 129.25 2% (See 2'-9 120 46.768 Flow from Notes) 16-5 % (q) Route 9 233 35-5 382.72 2.6350 0.344970 P0(16-5%) 19-2% 6.632 233 35-5 136.84 21/2 (See 3'4 120 53.399 Notes) 12-0 1.445 Flow (q) from Route 12 333 32-1 519.56 2.7050 0.534466 P0(12-U) 15-4 8.195 63.040 Total(Pt) Route 3 2602 35-3 25.2 126.64 1 (See 0-0 120 25.256 •'••• Route 4• Sprinkler, 5-0 Notes) -0.081 134 35-5 126.64 1.0490 3.956001 I P0(5-0) 5-0 19.780 44.955 Total(Pt) Route 4 2625 35-3 25.2 126.73 1 (See 0-0 120 25.292 Route 5 Notes) -0.081 Sprinkler, 5-0 182 35-5 126.73 1.0490 3.961175 P0(5-0) 5-0 19.806 45.016 Total(Pt) Route 5 2648 35-3 25.2 127.06 1 (See 0'O 120 25.421 ••••• Route 6 Sprinkler, Notes) 5-0 -0.081 230 35-5 127.06 1.0490 3.979836 P0(5-0) 5-0 19.899 45.239 Total(Pt) Route 6 2603 35-3 25.2 128.84 1 (See 01 0 120 26.138 Route 7• Notes) 5-0 Sprinkler, -0.081 135 35-5 128.84 1.0490 4.083608 P0(5-0) 5-0 20.418 46.475 ] Total(Pt) Route 7 2626 35-3 25.2 128.93 1 (See 01-0 120 26.175 Route 8.. Sprinkler, 5,-0 Notes) -0.081 183 35-5 128.93 1.0490 4.088941 1 P0(5-U) 5-0 20.445 46.538 ]Total(Pt) Route 8 2649 35-3 25.2 129.25 1 (See 01-0 120 26.308 •.... Route 9. Notes) 0.081 Sprinkler, 5-0 231 35-5 129.25 1.0490 4.108176 P0(5-U) 5-0 20.541 ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 R.A#5 1/5/2018 10:01:54AM Page 19 Job Name: ,Drawinq2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev i '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, applicable, are added directly to (Pf) and shown as nctive va1u9. Fitting (Foot) Pf Loss Friction Unit when Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) (ps Fructuon(Pf) 46.768 Total(Pt) Route 9 2604 35-3 25.2 136.40 1 (See Notes) 01-0 120 29.296 ....• Route 10..... Sprinkler, P0(5-U) 5-0 4.537985 -0.081 140 35-5 136.40 1.0490 5-0 22.690 140 35-5 21/2 (See Notes) 63 120 51.904 P0(16-5%) 16-5% 0.051149 138 35-5 136.40 2.6350 2281,4 1.162 53.067 Total(Pt) Route 10 2627 35-3 25.2 136.49 1 (See Notes) 01-0 120 29.337 ••••• Route 11•. Sprinkler, P0(5-0) 5-0 4.543885 -0.081 187 35-5 136.49 1.0490 5'0 22.719 187 35-5 21/2 (See Notes) 63 120 51.975 P0(16-5%) 1651/2 0.051216 185 35-5 136.49 2.6350 22-8% 1.164 53.139 Total(Pt) Route 11 2650 35-3 25.2 136.84 1 (See Notes) 01-0 120 29.486 "" Route 12•• Sprinkler, P0(5-0) 5-0 4.565164 -0.081 235 35-5 136.84 1.0490 5'0 22.826 235 35-5 21/2 (See Notes) 6-3 120 52.230 P0(16-5%) 16-5% 0.051455 233 35-5 136.84 2.6350 22-8% 1.169 53.399 Total(Pt) Route 12 35 -2-7 250.00 4 (See Notes) 2'0 150 100.689 Route 13 - Hydrant, EE(6'-51/2) 6'-5% 0.012349 0.867 36 4-7 250.00 4.0800 8'-S% 0.104 36 4-7 6 (See Notes) 8'7% 150 101.660 T(38'-l11/2) 38-111/2 0.002083 0.867 37 -6-7 250.00 5.8800 0.099 37 -6-7 8 22-1 150 102.626 0.000011 32 -6-7 29.95 7.7100 22-1 0.000 102.627 Total(Pt) Route 13 ,©M.E.P.CAD, Inc. §j AutoSPRlNK2O18v13.1.69.O RA #5 1/5/2018 10:01:54AM Page 20 JoL Name: ,Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev i (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 a njative valuc. Fitting (Foot) __ _______ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 37 -6-7 29.95 8 (See Notes) 1689-10 150 102.626 ••••• Route 14'•••• Flow (q) from Route 13 4E(22-11Y2), 8EE(11-6), T(44' -8) 228-5 0.000440 30 -6-7 220.05 7.7100 1918-3% 0.843 103.470 Total(Pt) Route 14 541 32-1 96.49 6 10-0 120 68.787 ••••' Route 15 - Flow (q) from Route 1 0.056288 615 32-1 1459.18 6.3570 10-0 0.563 615 32-1 2 (See Notes) 3'4 120 69.350 P0(10-0) 10-0 0.060999 -1.445 542 35-5 93.63 2.2030 13-4 0.813 542 35-5 2 (See Notes) 1136 120 68.719 P0(10-0) P0(10-0) 20-0 0.060999 522 35-5 93.63 2.2030 133-6 8.143 522 35-5 2 (See Notes) 34 120 76.862 P0(10-0) 10-0 0.060999 1.445 594 32-1 93.63 2.2030 13-4 0.813 79.120 Total(Pt) Route 15 615 32-1 93.63 6 10-0 120 69.350 ••••• Route 16••'•• Flow (q) from Route 15 0.049789 688 32-1 1365.55 6.3570 10-0 0.498 688 32-1 . 2 (See Notes) 3'-4 120 69.848 P0(10-0) 10-0 0.057972 -1.445 618 35-5 91.09 2.2030 13-4 0.773 618 35-5 2 (See Notes) 113-6 120 69.176 P0(10-0) P0(10-0) 20-0 0.057972 598 35-5 91.09 2.2030 133-6 7.739 598 35-5 2 (See Notes) 3'4 120 76.915 P0(10-0) 10-0 0.057972 1.445 668 32-1 91.09 2.2030 13-4 0.773 79.133 Total(Pt) Route 16 688 32-1 91.09 6 10-0 120 69.848 Route 17 Flow (q) from Route 16 0.043819 763 32-1 1274.45 6.3570 10-0 0.438 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.O RA #5 1/5/2018 10:01:54AM Page 21 JoI Name:Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev I (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 a nQJative vlue. Fitting (Foot) _________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 763 32-1 2 (See Notes) 3'4 120 70.286 P0(10-0) 10-0 0.055403 -1.445 696 35-5 88.89 2.2030 13-4 0.739 696 35-5 2 (See Notes) 1136 120 69.580 P0(10-0) P0(10-U) 20-0 0.055403 676 35-5 88.89 2.2030 133-6 7.396 676 35-5 2 (See Notes) 3'4 120 76.976 P0(10-0) 0.055403 1.445 742 32-1 88.89 2.2030 13-4 0.739 79.160 Total(Pt) Route 17 71 2474 35-5 25.09 1% (See Notes) 113-6 120 71.417 ••••• Route I8•'•'• T(6'-O), Flow (q) from Route 48 T(6'-O) 12-0 0.052062 2461 35-5 25.09 1.3800 125-6 6.534 2461 35-5 1% (See Notes) 3'4 120 77.951 P0(6-U) 6-0 0.052062 1.445 2487 32-1 25.09 1.3800 9-4 0.486 2487 32-1 6 12-0 120 79.882 0.000031 2343 32-1 25.09 6.3570 12-0 0.000 2343 32-1 6 12-0 120 79.882 0.000031 2199 32-1 25.09 6.3570 12-0 0.000 2199 32'1 25.09 6 12-0 120 79. 882 Flow (q) from Route 19 0.000110 2055 32-1 50.18 6.3570 12-0 0.001 2055 32'l 25.10 6 12-0 120 79.884 Flow (q) from Route 20 0.000234 1911 32-1 75.28 6.3570 12-0 0.003 1911 32-1 25.11 6 111-0 120 79.887 Flow (q) from Route 21 0.000398 1840 32-1 100.39 6.3570 11-0 0.004 1840 32-1 6 10-0 120 79.891 0.000398 1768 32-1 100.39 6.3570 10-0 0.004 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 22 Job Name:,Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I 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 a negative valuQ. Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1768 32-1 81.35 6 10-0 120 79.895 Flow (q) from Route 22 0.001193 1696 32-1 181.74 6.3570 10-0 . 0.012 1696 32-1 81.49 6 10,-0 120 79.907 Flow (q) from Route 23 0.002368 1624 32-1 263.23 6.3570 10,-U 0.024 1624 32-1 81.77 6 10-0 120 79.931 Flow (q) from Route 24 0.003906 1552 32-1 344.99 6.3570 10-0 0.039 1552 32-1 82.22 6 10-0 120 79.970 Flow (q) from Route 25 0.005801 1480 32-1 427.21 6.3570 10,-U 0.058 1480 32-1 82.89 6 10,-0 120 80.028 Flow (q) from Route 26 0.008053 1408 32-1 510.10 6.3570 10,-U 0.081 1408 32-1 83.81 6 (See Notes) 101/2 120 80.108 Flow (q) from Route 27 T(37-8%) 37-8% 0.010671 1470 32-1 593.91 6.3570 38-9 0.414 80.522 Total(Pt) Route 18 2282 35-5 25.09 1% (See Notes) 113-6 120 71.416 ••••• Route 19'••'• T(6-0), Flow (q) from Route 51 T(6-U) 12-0 0.052072 2267 35-5 25.09 1.3800 125-6 __________ 6.535 2267 35-5 11/4 (See Notes) 3'4 120 77.951 P0(6-U) 6-0 0.052072 1.445 2199 32-1 25.09 1.3800 9-4 0.486 79.882 Total(Pt) Route 19 2167 35-5 25.10 11/4 (See Notes) 113-6 120 71.415 ••••• Route 2O '• • T(6'-U), Flow (q) from Route 50 T(6-0) 12-0 0.052090 2153 35-5 25.10 1.3800 125-6 ___________ 6.537 2153 35-5 1% (See Notes) 3'4 120 77.953 P0(6-U) 6-0 0.052090 1.445 2055 32-1 25.10 1.3800 9-4 0.486 79.884 Total(Pt) Route 20 1.,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 23 JoI Name: ,Drawinq2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe _Information. Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (N) and shown as 'nrtiv9 value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2049 35-5 25.11 11/4 (See Notes) 113-6 120 71.413 ••"• Route 21 T(6'-O), Flow (q) from Route 49 T(6'-O) 12-0 0.052129 2035 35-5 25.11 1.3800 125-6 6.542 2035 35-5 1% (See Notes) 3'4 120 77.955 P0(6-0) 6-0 0.052129 1.445 1911 32-1 25.11 1.3800 9-4 0.487 79.887 Total(Pt) Route 21 1873 35-5 81.35 2 (See Notes) 3-4 120 77.823 ••••• Route 22•••'• Flow (q) from Route 45 P0(10-0) 10-0 0.047026 1.445 1768 32-1 81.35 2.2030 13-4 0.627 79.895 Total(Pt) Route 22 1797 35-5 81.49 2 (See Notes) '- 1 120 77.833 ••••'Route23••'• Flow (q) from Route 44 P0(10-0) 10-0 0.047175 1.445 1696 32-1 81.49 2.2030 13-4 0.629 79.907 Total(Pt) Route 23 1717 35-5 81.77 2 (See Notes) 1 120 77.853 ••'•• Route 24••••• Flow (q) from Route 47 P0(10-0) 10-0 1 0.047471 1.445 1624 32-1 81.77 2.2030 13-4 0.633 79.931 Total(Pt) Route 24 1640 35-5 82.22 2 (See Notes) 3-J 120 77.885 ••'•• Route 25 ... Flow (q) from Route 46 P0(10-0) I 0.047958 1.445 1552 32-1 82.22 2.2030 13-4 0.639 79.970 Total(Pt) Route 25 1564 35-5 82.89 2 (See Notes) 1 120 77.933 ••''• Route 26••••• Flow (q) from Route 41 P0(10-0) 1 0.048683 1.445 1480 32-1 82.89 2.2030 13-4 0.649 80.028 Total(Pt) Route 26 1485 35-5 83.81 2 (See Notes) 120 78.001 ••••• Route 27 00000 Flow (q) from Route 40 P0(10-0) 10-0 0.049688 1.445 1408 32-1 83.81 2.2030 13-4 0.663 80.108 Total(Pt) Route 27 ,©M.E.P.CAD, Inc. 011AutoSPRINK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 24 Job Name: Drawinq2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev i (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 (Pt) and shown as a njative vp49. __ Fitting (Foot) Loss Per Unit Pf Friction (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1234 35-5 83.97 2 (See Notes) 3-4 120 77.920 ••••• Route 28.. Flow (q) from Route 43 P0(10-0) 10-0 0.049867 1.445 1261 32-1 83.97 2.2030 13-4 0.665 80.030 Total(Pt) Route 28 1151 35-5 83.49 2 (See Notes) T 120 77.707 ••••• Route 29••••• Flow (q) from Route 42 P0(10-0) t 0.049345 1.445 1188 32-1 83.49 2.2030 13-4 0.658 79.810 Total(Pt) Route 29 1070 35-5 83.42 2 (See Notes) 34 120 77.526 ••••' Route 30..... Flow (q) from Route 36 P0(10-U) 10-0 0.049259 1.445 1110 32-1 83.42 2.2030 13-4 0.657 79.627 Total(Pt) Route 30 981 35-5 83.74 2 T (See Notes) T 120 77.372 ••••• Route 31 Flow (q) from Route 35 P0(1 0-U) 10 , -U 0.049609 1.445 1037 32-1 83.74 2.20 13-4 0.661 79.479 Total(Pt) Route 31 905 35-5 84.45 2 (See Notes) 3-4 120 77.244 ••... Route 32. Flow (q) from Route 38 P0(10-0) 10-0 0.050395 1.445 964 32-1 84.45 2.2030 13-4 0.672 79.361 Total(Pt) Route 32 828 35-5 85.55 2 (See Notes) 1 120 77.137 •••• Route 33 Flow (q) from Route 37 P0(1 0-U) 101-0 t 0.051620 1.445 890 32-1 85.55 2.2030 13-4 0.688 79.270 Total(Pt) Route 33 752 35-5 87.04 2 (See Notes) 3-4 120 77.049 .... Route 34. Flow (q) from Route 39 P0(1 0-U) 10-0 0.053288 1.445 816 32-1 87.04 2.2030 13-4 0.711 79.205 Total(Pt) Route 34 1057 32-1 928.52 2 3-4 120 71.533 ••••• Route 35•"•• P0(10-0), Flow (q) from Route 53 10,-U 0.049609 -1.445 1001 35-5 83.74 2.2030 13-4 ___________ 0.661 I J©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 25 Job, Name: Drawinq2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Filling/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a nejative value. Fitting (Foot) _________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1001 35-5 2 (See Notes) 113'6 120 70.749 P0(10-0) P0(10-0) 20-0 0.049609 981 35-5 83.74 2.2030 133-6 6.623 77.372 Total(Pt) Route 35 1057 32-1 928.52 6 10-0 120 71.533 •••• Route 36••••• Flow (q) from Route 53 0.020479 1130 32-1 844.79 6.3570 10-0 0.205 1130 32-1 2 (See Notes) 3'4 120 71.738 P0(10-0) 10-0 0.049259 -1.445 1091 35-5 83.42 2.2030 13-4 0.657 1091 35-5 2 (See Notes) 113'6 120 70.950 P0(1 0-U) P0(10-U) 20-0 0.049259 1070 35-5 83.42 2.2030 133-6 6.576 77.526 Total(Pt) Route 36 910 32-1 1098.53 2 3-4 120 71.003 ••••• Route 37'•••• P0(10-U), Flow (q) from Route 52 101 0 0.051620 1.445 848 35-5 85.55 2.2030 13-4 0.688 848 35-5 2 (See Notes) 113'6 120 70.246 P0(10-0) P0(10-0) 20-0 0.051620 828 35-5 85.55 2.2030 133-6 6.891 77.137 Total(Pt) Route 37 910 32-1 1098.53 6 10-0 120 71.003 ••••• Route 38••'• Flow (q) from Route 52 0.028653 984 32-1 1012.97 6.3570 101-0 0.287 984 32-1 2 (See Notes) 3'4 120 71.289 P0(10-0) 101-0 0.050395 -1.445 925 35-5 84.45 2.2030 13-4 0.672 925 35-5 2 (See Notes) 113'.6 120 70.516 P0(10-U) P0(10-0) 20-0 0.050395 905 35-5 84.45 2.2030 133-6 6.728 77.244 Total(Pt) Route 38 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 26 Job Name: Drawinq2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 'n9jativ9 valuQ. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 763 32-1 88.89 6 10-0 120 70.286 - ••'•• Route 39 •• Flow (q) from Route 17 0.038333 836 32-1 1185.57 6.3570 10-0 0.383 836 32-1 2 (See Notes) 3'4 120 70.670 () 10-0 0.053288 -1.445 772 35-5 87.04 2.2030 13-4 0.711 772 35-5 2 (See Notes) 113'-6 120 69.935 P0(10-0) P0(10-0) 20-0 0.053288 752 35-5 87.04 2.2030 133-6 7.114 77.049 Total(Pt) Route 39 1428 32-1 ____ 593.91 __________ 2 3-4 120 72.150 ••••• Route 40•'•'• P0(10-0), Flow (q) from Route 55 10-0 0.049688 -1.445 1505 35-5 83.81 2.2030 13-4 ____________ 0.663 1505 35-5 2 (See Notes) 113'-6 120 71.367 P0(10-0) P0(10-0) 20-0 0.049688 1485 35-5 83.81 2.2030 133-6 6.633 78.001 Total(Pt) Route 40 1428 32-1 59391 6 10-0 120 72.150 ••••• Route 41 Flow (q) from Route 55 0.008053 1500 32-1 510.10 6.3570 10-0 0.081 1500 32-1 2 (See Notes) 3'4 120 72.230 P0(10-0) 10-0 0.048683 -1.445 1584 35-5 82.89 2.2030 13-4 0.649 1584 35-5 2 (See Notes) 113'6 120 71.434 P0(1 0-0) P0(10-0) 20-0 0.048683 1564 35-5 82.89 2.2030 133-6 6.499 77.933 Total(Pt) Route 41 1208 32-1 761.37 2 3-4 120 71.907 '•'Route42'•• P0(10-0), Flow (q) from Route 54 10-0 _________ 0.049345 -1.445 1172 35-5 83.49 2.2030 13-4 0.658 1172 35-5 2 (See Notes) 113'6 120 71.120 P0(10-0) P0(10-0) 20-0 0.049345 1151 35-5 83.49 2.2030 133-6 6.588 .,©M.E.P.CAD, Inc. R11 AutoSPRINK 2018 v1 3.1.69.0 RA #5 1/5/2018 10:01:54AM Page 27 Job, Name:,Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node I Elev i 'Foot K-Factor Flow added this step (q) Nominal ID FittingsLength Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as njative vplu. Fitting (Foot) _________ Pf Friction Loss Unit Elev(Pe) Lo Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) (ps Friction(Pf) 77.707 Total(Pt) Route 42 1208 32-1 761.37 6 10-0 120 71.907 •••'• Route 43•••'• Flow (q) from Route 54 0.013628 1281 32-1 677.88 6.3570 10-0 0.136 1281 32-1 2 (See Notes) 3'4 120 72.043 P0(10-U) 101-0 0.049867 -1.445 1257 35-5 83.97 2.2030 13-4 0.665 1257 35-5 2 (See Notes) 113'6 120 71.263 P0(1 0-U) P0(10-0) 20-0 0.049867 1234 35-5 83.97 2.2030 133-6 6.657 77.920 Total(Pt) Route 43 1716 32-1 263.23 2 3-4 120 72.351 •••• Route 44•••• P0(10-0), Flow (q) from Route 57 10-0 0.047175 -1 . 1820 35-5 81.49 2.2030 13-4 0.629 1820 35-5 2 (See Notes) 113'6 120 71.535 P0(10-0) P0(10-0) 20-0 0.047175 1797 35-5 81.49 2.2030 133-6 6.298 77.833 Total(Pt) Route 44 1716 32-1 263.23 6 10-0 120 72.351 ••••• Route 45••••• Flow (q) from Route 57 0.001193 1788 32-1 181.74 6.3570 100 0.012 1788 32-1 2 (See Notes) 34 120 72.363 P0(10-0) 10-0 0.047026 -1.445 1895 35-5 81.35 2.2030 13-4 0.627 1895 35-5 2 (See Notes) 113'6 120 71.545 P0(10-0) P0(10-0) 20-0 0.047026 1873 35-5 81.35 2.2030 133-6 6.278 77.823 Total(Pt) Route 45 1572 32 -1 427.21 2 3-4 120 72.288 ••... Route 46 ..... P0(10-U), Flow (q) from Route 56 101-0 -1.445 1660 35-5 82.22 2.2030 13-4 0.047958 0.639 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v131.69.0 RA #5 1/5/2018 10:01:54AM Page 28 Job Name:Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node 1 Elev i '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 (Pt) and shown as a ngativ v'lue. Fitting (Foot) Pt Friction Loss :r Unit Lo U Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) (ps Friction(Pf) 1660 35-5 2 (See Notes) 113'6 120 71.483 P0(10 0) 0047958 20'-0' P0(10-0) 1640 36-5 8222 22030 133 6 6402 77.885 Total(Pt) Route 46 1572 32-1 427.21 6 10-0 120 72.288 '••• Route 47 Flow (q) from Route 56 0.003906 1644 32-1 344.99 6.3570 10-0 , 0.039 1644 32-1 2 (See Notes) 34 120 72.327 P0(10-0) 10-0 0.047471 -1.445 1740 35-5 81.77 2.2030 13-4 0.633 1740 35-5 2 (See Notes) 113'6 120 71.515 P0(1 0-0) P0(10-0) 20-0 0.047471 1717 35-5 81.77 2.2030 133-6 6.337 77.853 Total(Pt) Route 47 1933 32-1 100.39 6 12-0 120 72.371 Route 48 Flow (q) from Route 58 0.000234 2077 32-1 75.28 6.3570 12-0 0.003 2077 32-1 6 12-0 120 72.374 0.000110 2221 32-1 50.18 6.3570 12-0 0.001 2221 32-1 6 12-0 120 72.375 0.000031 2363 32-1 25.09 6.3570 12-0 0.000 2363 32-1 6 12-0 120 72.376 0.000031 2509 32-1 25.09 6.3570 12-0 0.000 2509 32-1 11/4 (See Notes) 3'4 120 72.376 P0(6-0) 6-0 0.052062 -1.445 2474 35-5 25.09 1.3800 9-4 0.486 71.417 Total(Pt) Route 48 1933 32-1 10039 1114 3-4 120 72.371 ••••• Route 49••••• P0(6-0), Flow (q) from Route 58 6-0 0.052129 -1.445 2049 35-5 25.11 1.3800 9-4 __________ 0.487 .,©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v13.1.69.O RA #5 1/5/2018 10:01:54AM Page 29 Job, Name:,Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Node 1 Elev i (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 a n9ative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) : Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 71.413 Total(Pt) Route 49 2077 32-1 1y4 (See Notes) 1 120 72.374 '••Route 50••••• P0(6-0) 6-0 t 0.052090 -1.445 2167 35-5 25.10 1.3800 4 0.486 71.415 Total(Pt) Route 50 2221 32-1 11/4 (See Notes) 3-4 120 72.375 ••"• Route 51••••• P0(6-0) 6-0 0.052072 -1.445 2282 35-5 25.09 1.3800 9-4 0.486 71.416 Total(Pt) Route 51 836 32-1 87.04 6 10-0 120 70.670 ....• Route 52 Flow (q)from Route 39 0.033290 910 32-1 1098.53 6.3570 10-0 0.333 71.003 Total(Pt) Route 52 984 32-1 84.45 6 10-0 120 71.289 ••••Route 53•••• Flow (q) from Route 38 0.024391 1057 32-1 928.52 6.3570 10-0 0.244 71.533 Total(Pt) Route 53 1130 32-1 83.42 6 10-0 120 71.738 •••• Route 54•'''• Flow (q) from Route 36 0.016895 1208 32-1 761.37 6.3570 10-0 0.169 71.907 Total(Pt) Route 54 1281 32-1 83.97 6 10-0 120 72.043 •••" Route 55''•• Flow (q) from Route 43 0.010671 1428 32-1 593.91 6.3570 10-0 0.107 72.150 Total(Pt) Route 55 1500 32-1 82.89 6 10-0 1 120 72.230 ••••• Route 56 Flow (q) from Route 41 0.005801 1572 32-1 427.21 6.3570 10-0 0.058 72.288 Total(Pt) Route 56 1644 32-1 81.77 6 10-0 1 120 72.327 •• •' Route 57•'••• Flow (q) from Route 47 0.002368 1716 32-1 263.23 6.3570 10-0 0.024 72.351 Total(Pt) Route 57 (V ©M.E.P.CAD, Inc. AutoSPRINK2O18v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 30 Job)Name;Drawing2 Remote Area Number: RA #5 Date: 1/5/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) _________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as a n9gativ9 valu9. _______________________ 1788 32'l 81.35 6 21-0 120 72.363 ••••• Route 58•••• Flow (q) from Route 45 0.000398 1933 32-1 100.39 6.3570 21-0 0.008 72.371 Total(Pt) Route 58 J ©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.O RA #5 1/5/2018 10:01:54AM Page 31 Job4NmeDrawing2 Remote Area Number: RA #5 Date: 1/5/2018 Equivalent Pipe Lengths of Valves and Fittings (Cr120 only) flJC Value Multiplier Actual Inside Diameter . 4 Factor .87 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 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 Eel 11W Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK2018v13.1.69.0 RA #5 1/5/2018 10:01:54AM Page 32 g Page 1 of 6 MICROFAST® QUICK 44j IKJI16j lsillEU'1M RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small thermo- sensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV FM Approved: Class Series 2000 Rl VdS Approved: Certificates G414009 and G414010 LPCB Approved (( CE Certified: Standard EN 12259-1:1999, A3:2006 Certificate of Constancy of Performance 0832-CPR-S0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart I and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) *CULUS Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sørinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D, 200°F (93 °C) = E, 286°F (141 °C) = G Foi example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Form No. F033314 17.06.02 Rev 17.1 Replaces Form No. F_033314 Rev 16.4 (Added PN for CCCF approved sprinkler.) Page 2 of 6 \II II(II%1G®MICROFAST@ QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Sprinkler Wrenches: Standard Wrench: Part No. 10896W/13 (available since 2000). Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A ½" ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfase Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Sprinkler Wrench Flat Clip __ n--7- I Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_033314 17.06.02 Rev 17.1 Page 3of6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature' Bulb Color Ordinary 135 °F (57 °C) 100 °F (38 00) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 00) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 00) Green High 286 °F (141 °C) 225 °F (107 00) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 00) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Sprinkler wrench 13655W/B** for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) *4 Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No. F033314 17.06.02 Rev 17.1 Page 4 of 6 MICROFAST® QUICK "s.j II(IIs1G1 l:II[.1u0711 RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) The Viking Microfast5 Quick Response Tcmpertue KEY Fnst Pendent Sprinkler VK302 Estchcon applicable) Maximum 175 PSI(12 Bar) WVJP Nominal Overall Listings and Approvals3 Base Sprinkler Thread Size Part SIN tyle K-Factor Length (Refer also to Design Criteria.) S Number' NPT BSP U.S. metric' Inches mm cULus' VdS LPCB (E 12979 VK302 Pendent 1/2" 15 mm 56 80.6 2-1/4 58 A1Z,B1Y,D2,C2X Al A1Z,B1Y D1Z,C1Y -- -- 19780 VK302 Pendent 1/2" -- 5.6 80.6 2-1/4 58 -- -- -- -- -- D3 21354 VK302 Pendent -- 15 mm 56 80.6 2-1/4 58 -- -- -- -- -- D3 . .., • 4' * 06662B VK302 Pendent 1/2' 15 mm 56 80.6 2-1/4 58 A1Z, B1Y, 02, C2X -- -- -- -- 18021 VK302 Pendent 1/2" 15 mm 56 80.6 2-1/4 58 1 A1X,B1Y Al A1X,B1Y D1X,C1Y6 D1X,C1Y9 -- Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135°F (57 "C) 155°F (68 °C), 175°F 1 - Brass, Chrome, White X - Standard surface-mounted escutcheon or the (79 °C), 200 °F (93 °C), 286 °F (141 °C) Polyester' 6, Black Polyes- Viking Micromatic5 Model E-i Recessed Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 "F ter56 Y - Standard surface-mounted escutcheon or the (79 °C), and 200 °F (93 °C) 2 - ENT' Viking Microfasta Model F-i Adjustable Escutcheon, or recessed with the Viking Micro- C - 155 °F (68 °C), 175 °F (79 °C), and 3-Chrome matice Model E-i, E-2, or E-3 Recessed Escutcheon 200 °F (93 "C) Z - Standard surface-mounted escutcheon or the D - 155 °F (68 °C), 175 -F (79 °C), 200 "F Viking Microfast5 Model F-i Adjustable Escutcheon (93 °C), 286 °F (141 °C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001. CE Certified, Standard EN 12259-1, EC-certificates of conformity 0832-CPD-2001 and 0832-CPD-2003. MED Certified, Standard EN 12259-1, EC-certificates of conformity 0832-MED-1003 and 0832-MED-1008. DESIGN CRITERIA - UL (Also refer to Approval Chart I above.) cULus Listina Reauirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and stan- dards, whenever applicable. Form No. F_033314 17.06.02 Rev 17.1 I Page 5 of 6 tIIII I ® MICROFAST® QUICK RESPONSE PENDENT KJ I1G SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) The Viking Microfast5 Quick Response Temperur KEY Pendent Sprinkler VK302 AiX i Escutcheon (i applicabl e) Maximum 175 PSI (12 Bar) WWP Base Part SIN Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3 NPT BSP U.S. metric2 Inches mm Number' Style (Refer also to Design Criteria.) 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 ______ iZ11 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 Pendent 1 1/2" 15 mm 5.6 80.6 2-1/4 1 58 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface-mounted escutcheon or the A - 135 °F (57 °C), 155 °F (68 °C), 175°F (79 °C), 200 °F Viking Micromatic® Model E-1 Recessed (93 °C), 286 °F (141 °C) Approved Finishes Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 1 -Brass, Chrome, White Polyester', Y - Standard surface-mounted escutcheon or the 200 °F (93 °C) and Black Polyester' Viking Microfast Model F-i Adjustable Escutcheon, C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 2 - ENT or recessed with the Viking Micromatic@ Model E-i °F (141 °C) or E-2 Recessed Escutcheon D - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-i Adjustable Escutcheon Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion resistant. DESIGN CRITERIA -FM (Also refer to Approval Chart 2 above) FM Approval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033314 17.06.02 Rev 17.1 (51mm) Max. Installed with a Model E-2 Thread-on Recessed Escutcheon 1-1/8" (29 mm) Mm. Page 6 of 6 MICROFAST® QUICK N I IJFs1G'1 RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 1/2" Ceiling Opening Size: 2-5/16" (59 mm) minimum (15 mm) - 2-1/2" (64 mm) maximum NPT\ _8L:. 2-1/4" (45 mm) j Installed with a standard Installed with a Microfast Note: At maximum, adapter 1/8" surface-mounted Model F-I Adjustable is exposed 1/2" (13 mm) escutcheon Escutcheon from face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 2-1/8" - (54 mm) 4- i• 1-3/4" ft (45 mm) Max. Installed - Installed with a Model E-I Recessed Escutcheon ---i (54mm) Figure 4: Sprinkler Dimensions with the Model E-I and E-2 Recessed Escutcheons Form No. F_033314 17.06.02 Rev 17.1 Replaces Form No. F_033314 Rev 16.4 (Added PN for 000F approved sprinkler.) Fig. 1001 - Sway Brace Attachment Size Range - Pipe size to be braced: 21/2 thru 8 IPS.* Pipe size used for bracing: 1 and 11/4 Schedule 40 IPS. C®US LISTED Component of State of California OSHPD Approved Seismic Restraints System Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCOIM 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features - Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unneces- sary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installa- tion. See installation note below. unstaiiation Note - I-'osltlon 1-1g. iuui over tne pipe to oe braced and tighten two hex head cone point set bolts until heads I Maximum Design Load I bottom out. A minimum of 1 pipe extension is recommended. I Sch 7-1600 lbs. I Brace pipe can be installed on top or bottom of pipe to be braced. I Sch 10 & 40 w/1 Brace Pipe -2015 lbs. I Approvals - Underwriters Laboratories Listed in the USA (UL) Sch 10 & 40 w/1¼ Brace Pipe - 2765 lbs. and Canada (I1L) InrIiirIcd in our Seismic Restraints (thInn approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH, 951 737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.folco.com FC!D P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH SIZE - 3/8" and 1/2" rod. MATERIAL - Ductile iron. FINISH - Plain, E.G. and H.D.G. LISTINGS - Sus US 203-EX 2551 Approval guide - Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thickness of less than 3/4". INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8= 60 inch lbs. or 1/2= 125 inch lbs. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/3 turn. FEATURES * Listings allow installation with set screw up or down - see drawings. * Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. * Flat throat back to prevent twisting on flange during installation. ORDERING - Part #, rod size and finish. 'A Inch pipe 5 thru 8 inch pipe P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 314 thru 4 inch pipe LISTED FOR STEELICPVC SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - 203-EX 2551 <a> Approval guide - Pipe Hangers OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171 Type 10, Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component for use on steel, CPVC or copper piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring body. * Full length knurl on swivel nut for better grip. ORDERING - Part #, pipe size. 9/08 NFPA 13 PIPE ROD MAX REC. LOAD LBS. METRIC REFERENCE 3/4 3/8 400 20 1 3/8 400 25 11/4 3/8 1 400 32 11/2 3/8 400 40 2 3/8 400 50 21/2 3/8 600 65 3 3/8 600 80 3 1/2 3/8 600 4 3/8 1000 100 5 1/2 1250 125 6 1/2 1250 150 8 1/2 1250 200 The purlin lip is not capable of supporting NFPA 13 fire sprinkler pipe at 1(wt.) +250 lbs mm. When manufacturers specify 200 lbs. max. P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 551 REVOLVER THREADED BRACKET SIZE - 3/8' rod. MATERIAL - Carbon Steel. FINISH - Plain, E.G. and S.S. LISTING/APPROVAL - c®us 203-EX 2551 PATENT - No. 6,568,642 FUNCTION - Listed to support max. 4" Steel, CPVC or Copper pipe. Listed hanger component per NFPA 13. INSTALLATION - per NFPA 13. Space by pipe type. Install on vertical mounting surface of wood, concrete or steel. Center hole accepts 3/8" and 1/2" NFPA 13 fasteners. ADDITIONAL UL LISTED FASTENERS PER NFPA 13 FOR STEEL PIPE LOADS -SEE TABLES.. A~_'~O) 0 2.0312 t 00 13/8 1.250 FEATURES * Universal fastener array for enhanced mounting. * Double fastener installation allows: Vertical - Hangs plumb from first fastener. Stops wood splitting along the grain. Horizontal - When vertical space is limited. * Radius -Tapped orifice: Aligns rod for easy thread engagement and eliminates structural deficiencies associated with rod inserts. * No speed/pal nuts required. ORDERING - Part # and finish. UL Fasteners Locations 1 BorE 3@ A-C-E ® ® 2@ B-E 3@ B-D-F ® 2f A-C 4@ A-C-D-F Wood — No Pre Drill Mm. Mm. Max. Fastener Qty. Pipe Steel — 1/4 or #14 Tek Mm. Mm. Max. Thickness Qty. Pipe Steel — #10 SMS or #905 Mm. Mm. Max. Thickness Qty. Pipe 1/4x I Yx Lag 1 2 14 GA. 1 3 18 GA. 1 2 /2 24 24 2 3 3 4 #14x 1 Y2 SMS 1 2 16 GA. 1 2 V2 2 4 2 4 20 GA. 2 3 44 #16x2DS 2 2 18 CA. I 2/2 3 4 2 3 22 GA. 3 3 Wood — OO — Thru 5/8" Gyp. 20 GA. 3 * 1 4 2 1/4 x 2 Lag 1 2 2 4 *@BONLY 2 3 3 4 DS Drive Screw #14 x 2 SMS 1 2 SMS =Sh,,tM,rnlScrew 2 4 22 GA. 3 2 '/2 Lag= Lag B.11 077 Gyps,urr Board 1/09 HangerMate® Threaded Rod Anchoring System EZH665 Anchors EZH665 HangerMate® Anchors Application Material: Wood Specification: 5/16' threaded shank diameter, one-piece anchor with high- low, waxed threads, Type 17 point and cross-drilled head to accept 3/8-16 threaded rod components FM Approvals and UL Listings: cULus Listed for pipe up to 3-1/2" diameter Head Style: 3/4' high, 9/16" diameter head cross-drilled and tapped to accept 3/8-16 threaded components Drive Hex Size: 1/2" across flats Shank Length: 2-1/4" Shank Threads: 5/16-14 high-low threads (waxed) Point Type: Type 17 (waxed) with shank slot Material & Heat Treat Carbon steel (AISI C1 01321); no heat treat Finish: Zinc plated per ASTM B633 Type II Class 12 Installation Tools: HangerMate® drive socket: EZE215 with safety set feature; automatically disengages when anchor is seated Recommended power tool: Contractor-grade screw gun; 12 volt mm. cordless or 6 amp. corded tool In most applications, a pre-drilled hole is not needed. In exceptionally hard wood, drill hole only to minimum size required. head cross-drilled to accept 3/8-16 threaded rod components Features & Benefits Cross-drilled and tapped for attaching 3/8-16 threaded components to wood Solid, one piece cold formed part; head cannot spin off or unscrew from body Type 17 point cuts threads into wood and wax coating reduces installation torque Performance Values for EZH665 Anchor Average Ultimate Value (Ibs) Douglas Fir Southern Pine Hem Fir 1801 1460 1451 The loads indicated above are average ultimate values achieved under laboratory conditions and appropriate safety factors should be applied for design purposes. NFPA (National Fire Protection Assoc.) minimum fastening requirements are live times the weight of 15 ft section of water-filled pipe plus 250 lbs. This is 1475 lbs. for 4 pipe. For more information, contact Loads were determined by testing products in the orientation for which they were designed Elco Construction Products • 1 .800.435.7213 to be used. End-drilled parts were pulled in line with the anchors axis while cross-drilled parts were tested with the force perpendicular to the axis. wwwelcoconstructloncom 26 HangerMate, Elco and Acurnent are trademarks of Acumen( Intellectual Properties, LLC. Bulletin 909 RI m ®R labile Model N25 (SIN RA0912) Early Suppression Fast Response Sprinkler Product Description The Reliable Model N25 Early Suppression Fast Re- sponse Sprinkler (ESFR/Quick Response Storage Sprin- kler) is intended for use against severe fire challenges. This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to "sup- press" rather than 'control." Note: The Model N25 ESFR sprinkler utilizes a levered fusible alloy solder link in either a 165°F (74°C) or a 212°F (100°C) rating. FM Global considers this a "Quick Response" storage sprinkler for use per FM Data Sheet 8-9. The sprinkler has a Nominal K Factor of 25.2 (metric 362) and will deliver approximately 98 gpm (371 L/min) of water at 15 psi (1 bar). The smaller deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring directly beneath the sprinkler in low storage height ar- eas. The N25 ESFR sprinkler is also less susceptible to damage due to smaller deflector and frame design. The lighter N25 ESFR passed rough use and abuse test in the labs without plastic protectors. Application and Installation The Model N25 is an ESFR sprinkler is intended for installation in accordance with NFPA 13 and is a QR Storage Sprinkler for use in all FM Loss Prevention Data Sheets as approval of the Authority Having Jurisdiction. The Model N25 ESFR sprinkler is designed for ceiling only sprinkler system with no in-rack sprinklers required. Protection of (but not limited to) most encapsulated or non-encapsulated including cartoned unexpanded plastics. Model N25 ESFR is also use for cartoned ex- posed expanded plastics as well as some storage ar- rangements of rubber tires, rolled paper, and aerosols. Model N25 ESFR Sprinkler Design Criteria General guidelines: Sprinkler Position: Pendent, align frame arms with the pipe. Deflectors should be parallel with the ceil- ing or roof. System Type: Wet Pipe Systems Only Maximum area of coverage: 100 ft2 (9.3m2), greater coverage area are allowable in some cases. Minimum area of coverage: 64 ft' (5.8m2) Maximum slope ceiling: 2/12 pitch (9.5°) Maximum spacing: 12 ft (3.7m) for building heights up to 30 ft (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1m) Minimum spacing: 8 feet (2.4m) Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (914mm). Deflector to ceiling Distance: 6 -. 18 in (152 - 457mm). Center Line of Thermal Sensing Element To Ceiling Distance: 4 - 17 in (101.6 - 425mm). Listings and Approvals 1. FM Approved as a quick response storage sprinkler The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Sprinkler Maximum Ambient Sprinkler Classification Temperature Link Frame Temperature Approvals Identification I I Color Color °F OF °C Number (SIN) Ordinary 165 74 Black Uncolored 100 I 38 FM Intermediate 212 100 White White 150 66 FM RA0912 Material Data: Frame I Deflector Load Screw Lever Strut I Link I Cap Washer Kick Spring Assembly I I I Brass Bronze Stainless Stainless I Stainless Beryllium Nickel, Brass Beryllium Stainles Steel Steel Steel Soldered Nickel I Steel FRAME -- ---- N N / A c L L D .. WhflLI KiCK SPRING LINK ASSEMBLY CAP L F V F R . S LEAD SCRE W--- / DEF LEE ICR 1 S . 9OPPEOC Fig. 1 2. Storage Type NFPA FM Open Frame (that is, no solid shelves) Refer to NFPA 13, Single, Double, Multiple-Row, or Portable Rack Storage Chapters 16 and 17. Refer to FM 8-9. of Class -IV and Group A or B Plastics Solid Pile or Palletized Storage of Class l-IV Refer to NFPA 13, Refer to FM 8-9. and Group A or B Plastics Chapters 14 and 15. Idle Pallet Storage Refer to NFPA 13, Refer to FM 8-24. Chapter 12. Rubber Tire Storage Refer to NFPA 13, Chapter 18. Refer to FM 8-3. Rolled Papper Storage (Refer to the standard) Refer to NFPA 13, Chapter 19. Refer to FM 8-21. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. Refer to FM 7-29. Aerosol Storage (Refer to the standard) Refer to NFPA 3013. Refer to FM 7-31. Automotive Componnents In Portable Racks Refer to NFPA 13, Refer to FM 8-1 and 8-9. (Control mode only; refer to the standard) Chapter 20. TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-25 PENDENT SPRINKLERS 3. The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Manufactured by Reliable ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A 07/13 IP/N 9999970454 Installation Data Sprinkler Type Thread Size "K" Factor Maximum Working Finish US Metric Pressure Pendent 1,' NPT 25.2 362 175 psi (12,1 bar) Bronze Only (Ri) Maintenance The Model N25 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammo- nia or any other bleaning fluid. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. Model N25 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved] for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and lever principle of operation with approved fast response black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- ville spring washer and brass cap assembly containing no plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (740C)] [Inter- mediate 212°F (100°C)].. Link Assembly Frame Arm / ! Model N wrench Fig. 3 - Model N Wrench Use only the Model N sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 - 30 ft-lbs (29.8 - 40.7 Nm) torque.Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced im- mediately. Ordering Information Specify: Temperature rating Thread type 1" NPT or ISO 7-R1 Fig. 2 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Prod uctsmanufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the united States, Canada and foreign countries. Page 1 of 4 MICROFAST®QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Chart 1 and Design Criteria on for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-3/16" (56 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Viking Technical Data may be found on Deflector: Brass UNS-C23000 or Copper UNS-C19500 . The Viking Corporation's Web site at Bulb: Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape Screw: Brass UNS-C36000 edition of this Technical Data Page. Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS- S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast® Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix (°F/°C): 135/57° = A, 155°/68° = B, 175°/79 = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 197 1) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F052114 Rev 15.2 Page 2 of 4 MICROFASP QUICK ttri I FJ I4.1G l:ll[.q'.y'iv.. RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. f:IIN AVAILABLE SPRINKLER Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature' Bulb Color U Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 F (93 °C) 150 °F (65 °C) Green High 286 ¶ (141 C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C) Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the .exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Form No. F052114 Rev 15.2 Page 3 of 4 MICROFAST® QUICK N 11(1 FIG RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart I (UL) Temperature KEY Microfast' Quick Response [csh AT X 4 4-- Escutcheon (if apphccble) Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' SIN NPT I BSP U.S. metric' Inches mm cULus VdS LPCB NYC8 (E 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 -- -- Isee footnote 7. -- c 06661B I VK300 1 1/2" 1 15 mm I 5.6 80.6 2-3/16 56 A1,132 -- -- see footnote 7.1 -- Approved Temperature Ratings Approved Finishes A- 135°F (57 °C), 155 - °F (68 °C), 175 °F (79 °C), 200°F (93 °C), and 286 °' (1A1°C\ ) I - Brass, Chrome, White Polyester',', and Black Polyester5'6 B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2-ENT' Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metdc K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for us in the U.S. and Canada - Other colors are available on request with the same Listings and Approvals as the standard colors. - 6 cULus Listed as corrosion resistant. - Meets New York City requirements, effective July 1, 2008 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA and City of New York Department of Buildings, MEA 89-92-E, Vol. 16. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above) cULus Listing Requirements: The Viking Microfast® Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, Designed for use in Light and Ordinary Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F052114 Rev 15.2 Page 4 of 4 MICROFAST® QUICK sJ II(II1G RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 2 (FM) - Tempe1tUre KEY Finish Microfast Quick Response Upright Sprinkler VK300 Maximum 175 PSI (12bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' SIN (Refer also to Design Criteria below.) NPT ] BSP U.S. metric2 Inches mm 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 1 1/2" 15 mm 5.6 80.6 2-3/16 06661B VK300 56 Al, B2 Approved Temperature Ratings Approved Finishes - Brass Chrome White Polyester', and Black A- 135 °F (57 °C), 155°F (68 °C), 175 ¶ (79 °C), 200 °F (93 °C), and 286 °F (141°C) Polyester' B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2- ENT6 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals avilable at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. DESIGN CRITERIA. FM (Also refer to Approva' Chart 2 above.) FM Approval Requirements: The Microfast® Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F052114 Rev 15.2