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Home My WebLink About6131 INNOVATION WAY; ; AS160064; Permit10/21/21, 11:15 AM AS160064 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160064 6131 INNOVATION Job Address: Status: ISSUED WY Permit Type: SPRINK Applied 3/8/2016 Parcel No: 2132612500 Approved: 4/29/2016 Lot #: 0 Reference No.: Issued: 4/29/2016 PC #: Inspector: Project Title: SHEA INDUSTRIAL NEW COMMERCIAL BLDG SPRINKLER SYSTEM Applicant: Owner: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 619-266-6035 Fees ($) Add'l Fees ($) Total ($) Balance ($) 483 0 483 0 1/1 Hydraulic Calculations for Project Name: Shea Industrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: 3-16-16 Bldg 1 Remote Area #1 & 2.cad Design Remote Area Number: Remote Area # 1 Remote Area Location: Bldg i)f Occupancy Classification: ESJR Commodity Classification: l-IV Density: 50.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 Calculation Date: 4/13/2016 Type of System: WET Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: .7 Type: Hose .0 Aai Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1608.19@54.736 Water Supply Information: Name of Contractor: Address: , Phone Number: Name of designer: STEVE SCOTT Authority Having Jurisdiction-.Carlsbad Fire Department N/A Notes: (/Lf M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.54.0 Remote Area # 4/13/201611:28:17AM Page 1 I I Job Number: 15-821 Report Description: ESFR (Remote Area # 1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor - (K) Pressure (psi) Hose 7 250.00 250.00 0 54.792 Sprinkler 113 113.74 112.70 25.2 20.371 Sprinkler 114 113.75 112.70 25.2 20.375 Sprinkler 115 113.83 112.70 25.2 20.403 Sprinkler 116 112.70 112.70 25.2 20.001 Sprinkler 117 112.71 112.70 25.2 20.006 Sprinkler 118 112.80 112.70 25.2 20.035 r Sprinkler 119 112.70 112.70 25.2 20.000 Sprinkler 120 112.71 112.70 25.2 20.005 Sprinkler 121 112.80 112.70 25.2 20.035 Sprinkler 122 113.45 112.70 25.2 20.267 Sprinkler 123 113.46 112.70 25.2 20.273 Sprinkler 124 113.55 112.70 25.2 20.304 r Most Demanding Sprinkler Data 4 , © M.E.P.CAD, Inc.,IV AutoSPRINK® 12 v12.0.54.0 4/13/2016 11:28:30AM Page 1 JOb Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Equiv. Fitting (Foot) Pt Friction Elev(Pe) Length) Fixed Pressure Losses, when Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit Total (ps applicable, are added directly (Foot) (Q) (Foot) Friction(Pf) to (Pt) and shown as a (Foot) negative value. 119 32'91A 25.2 112.70 21/2 (See 91 0 120 20.000 •••••Route l••••• Notes) Sprinkler 0000062 9-0 0.001 116 32-9% 3.86 2.7050 116 32 -9% 25.2 112.70 21/2 (See 111 0 120 20.001 Notes) Sprinkler 0033662 113 32'-91/4 MM- 11656 27050 11-0 0.370 113 32-9% 25.2 113.74 21/2 (See 462 120 20.371 Notes) Sprinkler, 12-0 0.050 ge 32 -7% 230.30 2.7050 0.118644 P0(12-0) 58-2 6.900 35 32'-73/4 2% (See 111% 120 27.321 Notes) P0(12-0) 12'O 0.118644 0.838 34 30-8% 230.30 2.7050 13-11% 1.653 34 30-8% 8 10-0 120 29.812 0.000520 36 30-8% 230.30 8.2490 • 10-0 0.005 36 30'-81/2 230.18 8 101-0 120 29.817 Flow (q) from Route 3 39 30'-81/2 46048 82490 0001874 10-0 0.019 39 30-81/2 230.04 8 10-0 120 29.835 Flow (q) from Route 5 0.003965 10-0 0.040 30-8% OR 690.52 8.2490 42 30-81/2 37.87 8 10-0 120 29.875 Flow (q) from Route 2 0.004377 44 30-8% 728.38 8.2490 10-0 0.044 44 30-8% 35.68 8 10-0 120 29.919 Flow (q) from Route 11 0.004782 48 30'-81/2 764.06 8.2490 10-0 0.048 48 30-81/2 33.88 8 (See 38'0 120 29.967 Notes) Flow (q) from Route 12 2E(21 1%) 42-3,/2 0005181 17 30'-81/2 79794 82490 80 0.416 17 30-81/2 6 2-0 120 30.383 0.018427 18 30-8% 797.94 6.3570 2-0 0.037 ,©M.E.P.CAD, Inc. 41AutoSPRlNK®12v12.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Fixed Pressure Losses, when (Foot) Pf Friction Fitting Length) Elev(Pe) Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit applicable are added directly Total (Foot) (Q) (Foot) (psi) Friction(Pf) to (Pf) and shown as a negative value. 18 30 - 2 8V 0 . 15 6 10-0 120 30.419 Flow (q) from Route 25 20 30-8% 838.08 6.3570 0.020179 10'-0 0.202 20 30.8/2 42.80 6 10'-O 120 30.621 Flow (q) from Route 23 gg 22 30 8% 88088 63570 0022126 101-0 0.221 22 30-•8A 45.97 6 10-0 120 30. 843 Flow (q) from Route 21 0024310 30-8% 43SJ - 926.85 6.3570 10-0 0.243 24 30-8/2 49.62 6 10-0 120 31.086 ____ Flow (q) from Route 9 0026772 26 30 8% 97647 63570 10 0 0.268 26 30-8% 53.72 6 (See 1-9 120 31.353 Flow (q) from Route 18 31-51A 0.029560 29 30'-8% .103018 6.3570 fT(31-5%) 3321,4 0 981 29 30'8% 328.01 6 0-0 120 32.334 Notes) Flow (q) from Route 10 12'-7 0049294 6.394 , 12 M 0620 28 29'-9% 135819 63570 (12 7) 28 29-9% 8 (See 201'01/2 120 33.348 Notes) 21-1% 0.013860 -0.000 22221,4 3.079 29-9% 1358.19 8.2490 E(21'-l%) 116 29-9% 8 (See 314% 120 36.427 _ Notes) 136-3 11.619 15 3-0 1358.19 8.2490 0.013860 BV(14-1Y4),fT(38-9), , 167-7A 2 .323 2fE(15-31h), CV(52'-10%) 15 3-0 8 3-6 120 50.369 013860 1.517 36 0.049 14 06 135819 82490 0.013860 -6 14 -0-6 8 (See 3'6 140 51.935 Notes) , 1.517 13 40 135819 84500 0009268 E(31 7%) 0325 13 4-0 8 (See 2931A 150 53.778 Notes) T(44'-8) 44-8 0012747 12 40 135819 77100 0942 , © M.E.P.CAD, Inc. ffi AutoSPRINK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 2 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 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 negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Toto Actual ID Total al (Foot) Friction(Pf) 12 4-0 8 86-9% 150 54.720 0.001224 6 4-0 382.74 7.7100 8691/4 0.106 6 4-0 250.00 8 (See Notes) 263.21/4 150 54.826 Flow (q) from Route 7 4E(22 11%)PCV(5 1%) 141-7A 0003102 5 4 0 632.74 7.7100 404 '10% 1 256 5 4-0 154.22 8 (See Notes) 15631/2 . 150 56.082 Flow (q) from Route 28 2EE(11'-5%), E(22'-hl%) 45-hA 0.004644 0- -4-0 786.96 7.7100 201-2% 0.935 4 4-0 8 (See Notes) 39-8 140 57.017 3E(31 7%) BFP( 6 000) 94-10% 0.003377 -9.104 3 IT -0 786.96 8.4500 134 6 6454 3 17'-0 8 (See Notes) 5'7% 150 54.367 T(44-8) 44'-8 0.004644 2 17-0 I WHO 786.96 7.7100 50'31/ 0.233 2 17-0 12 188-81/2 150 54.600 0.000719 1 17-0 786.96 11.3100 188-8% 0.136 0.00 54.736 Hose Allowance At Source Total(Pt) Route 1 , 1 160819 119 32-9% 25.2 112.70 21/2 (See Notes) 9-0 120 20.000 "" Route 2' Sprinkler 0029649 122 32 91/4 10883 27050 91-0 0.267 122 32'-9% 25.2 113.45 21/2 (See Notes) 44'O% 120 20.267 P0(12 0) 0111114 12-0'Sprinkler, 53 32'-9% 22228 27050 56 0% 6.228 53 32-9% 2%. ' (See Notes) 2'O% 120 26.494 P0(120) 12-0 0111114 0.887 52 30 8% 22228 27050 14 Q% 1561 52 30-8% 6 10-0 120 28.943 0001732 54 30 81/2 22228 63570 10 0 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 3 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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) 54 30 -8% 222.46 6 10 -0 120 28.960 Flow (q) from Route 4 0.006249 56 30 81/2 444.74 6.3570 10-0 0.062 56 30-8% 222.94 6 10-0 120 29.022 Flow (q) from Route 6 0.013251 58 30-8% 667.68 6.3570 10,-0 0.133 58 30-81/2 21/2 (See Notes) 201/2 120 29.155 PO(12'O) 12-0 0.004205 -0.887 32-9% 37.87 2.7050 14-0/2 0.059 59 32 -91/4 21/2 (See . Notes) 119'-2 120 28.327 P0(1 2-U) P0(12-0) 24-0 0.004205 43 32-9% 37.87 2.7050 143-2 0.602 43 32-9% 21/2 (See Notes) 20'/2 120 28.929 P0(12-0) 12-0 0.004205 0.887 42 30 -8% 37.87 2.7050 14-0% 0.059 29.875 Total(Pt) Route 2 120 32'-9% 25.2 112.71 21/2 (See Notes) 9-0 120 20.005 •••• Route 3•"•• Sprinkler 0000057 117 32'-9% 372 27050 9-0 0.001 32-9% 25.2 112.71 21/2 (See Notes) 111 0 120 20.006 Sprinkler 0033590 114 32'_9% 11643 27050 111-0 0.369 114 32-91/4 25.2 113.75 21/2 (See Notes) 46'l% 120 20.375 Sprinkler, P0(12 0) 12-0 0118527 37 32'-9% 23018 27050 58 11/2 6889 37 32-91/4 21/2 (See Notes) 2'0½ 120 27.264 P0(12-0) 12'-0 0.118527 0.887 36 30-8% 230.18 2.7050 14-0% 1.665 29.817 Total(Pt) Route 3 120 32-91/4 25.2 112.71 21/2 (See Notes) 9-0 120 20.005 ••'••Route 4••••• Sprinkler 0029731 123 32'-9% 10900 27050 9-0 0.268 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.54.0 Remote Area #1 4/13/2016 11:28:46AM Page 4 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 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 a negative value. Fitting (Foot) FrictionPf Loss Peinit PSI Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 123 32-91/4 25.2 113.46 21/2 (See Notes) 4401/2 120 20.273 Sprinkler, P0(12-0) 12-0 0.111279 55 32'-9% :; 222.46 2.7050 56'o1/ 6.237 55 32-9% 21/2 (See Notes) 2'Q% 120 26.509 P0(12 0) 12'-0 0.111279 0.887 54 30 8% 22246 27050 14 01/2 1.563 28.960 Total(Pt) Route 4 121 32-9% 25.2 112.80 21/2 (See Notes) 91-0 120 20.035 ..•. Route 5 ..... Sprinkler 0000049 8 32 9% 341 27050 9 _U 0.000 118 32-9% 25.2 112.80 21/2 (See Notes) 110 120 20.035 Sprinkler 0033473 115 32'-9% 11621 27050 11-0 0.368 115 32-9% 25.2 113.83 21/2 (See Notes) 46'l% 120 20.403 Sprinkler, P0(12 0) 12'-0 0118393 40 32 9% 23004 27050 58 6882 40 32-9% 21/2 (See Notes) 2'O% 120 27.285 P0(12-0) 12-0 0.118393 0.887 39 30'-8/ 230.04 2.7050 14-0% 1.663 29.835 Total(Pt) Route 5 121 32-9% 25.2 112.80 21/2 (See Notes) 91 0 120 20.035 •••• Route 6•• Sprinkler 0029927 124 32'-9% 10938 27050 9-0 0.269 124 32-9% 25.2 113.55 21/2 (See Notes) 44'O% 120 20.304 Sprinkler, P0(12 0) 12'-0 0111720 57 32'-91/4 22294 27050 56 0% 6262 57 32'-9% 21/2 (See Notes) 2'O% 120 26.566 P0(12-0) 12-0 0.111720 0.887 56 30-8% F-1- 2.7050 14-0% .022 222.94 1.569 Total(Pt) Route 6 7 4-0 250.00 8 (See Notes) 17-0% 150 54.792 ••• Route 7 ..... Hose 1(44-8) 44-8 0.000557 6 4-0 250.00 7.7100 61'-8% 0.034 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area #1 4/13/2016 11:28:46AM Page 5 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Length) re FedPressuLes when Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) EIev2 TotalFlow Node 2 9WM M" D Actual I Total applicable, are added directly (Foot) (Foot) Friction(Pf) to (N) and shown as a negative value. 54.826 Total(Pt) Route 7 10 -4'-0 8 (See 39-8 140 56.918 .... Route 8 Notes) 94' -101/4 U/4 0003654 -9.104 134 6 6491 9 17'-0 82123 84500 3E(31 7/2) BFP(6000) 9 17-0 8 (See 571/4 150 54.305 Notes) T(44'-8) 44-8 0005025 8 17'-0 82123 77100 50 0253 8 17-0 12 (See 22931/2 150 54.558 Notes) WaterSupply 0000778 — 17 0 82123J11.3100 r— 229 0.178 54.736 Total(Pt) Route 8 25 32-9% 49.62 2% (See 2-0% 120 30.101 .... Route 9 __ __________ ________ Notes) Flow (q) from Route 20 12-0 0.887 24 30-81/2 49.62 2.7050 0.006933 PO(12'-0) 140h/2 0.097 31.086 Total(Pt) Route 9 51 32-9% 63.84 21/2 (See 201/2 120 31.105 Route 10 Notes) Flow (q) from Route 17 12-0 0.887 50 30-81/2 63.84 2.7050 0.011051 P0(12-0) 1401/z 0.155 0 30-81/2 6 10-0 120 32.148 0000172 46 30 8% 6384 63570 10-0 0.002 46 3081/2 65.52 6 10-0 120 32.150 Flow (q) from Route 16 0.000636 38 30-8% 129.36 6.3570 0.006 38 3081/2 65.71 6 10-0 120 32.156 Flow (q) from Route 15 0.001360 io-o 0.014 32 30-8% 195.07 6.3570 32 30-8% 66.12 6 10-0 120 32.170 Flow (q) from Route 14 0.002334 30 30-8% 261.19 6.3570 10-0 0.023 30 30-8% 66.82 6 . (See 83 120 32.193 Notes) Flow (q) from Route 13 fT(31 5%) 1 31'- 5h 0003558 29 308% 32801 63570 398% 0141 (, © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 6 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 (P1) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Si Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Fnction(Pf) 32.334 Total(Pt) Route 10 58 308I/2 6 10-0 120 29.155 •••• Route 11••.'• 0.011895 60 30-81/2 629.81 6.3570 0.119 60 3081/2 21/2 (See Notes) 2'0% 120 29.274 P0(120) 12-0 0003766 -0.887 61 32 9% 3568 27050 1401/2 0.053 61 329h/4 21/2 (See Notes) 119'2 120 28.439 P0(12'O) P0(12 0) 0 003766 32'-9/4 ...-, . 35.68 2.7050 0 45 32-91/4 21/2 (See Notes) 2'01/2 120 28.979 P0(12-0) 12-0 0.003766 0.887 44 3O'-8/ 35.68 2.7050 14-0% 0.053 29.919 Total(Pt) Route 11 60 30-81/2 6 10-0 120 29.274 ••'••Route 12••••• 0010678 62 3081/2 59413 63570 10 0 0.107 62 3081/2 21/2 (See Notes) 201/2 120 29.381 PO(12'0) 12-0 0.003422 -0.887 S- 3291/4 33.88 2.7050 14-0 % 0.048 63 32-9% 21/2 (See Notes) 119'2 120 28.541 PO(12'0) P0(12 0) 24-0, 0003422 49 32'-91/4 3388 27050 143 2 0490 49 32 -91/4 21/2 (See Notes) 201/2 120 29.031 P0(12-0) 12'-0 0.003422 0.887 48 30-8% 33.88 2.7050 14-0% 0.048 29.967 Total(Pt) Route 12 62 30'-81/2 6 10-0 120 29.381 ••••• Route 13••••• 0009579 64 30'-8/2* 56026 63570 10 0 0.096 64 30-8% 6 10-0 120 29.476 0008348 66 30'-81/2 52011 63570 10-0 0.083 . © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 7 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe _Information Node 1 K-Factor Fl this step ow added Nominal ID Fittings& Equiv. Length (Foot) I Devices ; n91 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) Fruction(Pf) 66 3081/2 6 10-0 120 29.560 0.007122 68 30'-8'/2 477.31 6.3570 10-0 0.071 68 30-8% 6 10,-0 120 29.631 0.005905 70 30-81/2 431.34 6.3570 10-0 0.059 70 30-81/2 6 10,-0 120 29.690 0.004710 3081/2 381.73 6.3570 10-0 0.047 72 30-8% 6 10-0 120 29.737 0.003558 74 30-8% 328.01 6.3570 I 10-0 0.036 .74 30-8% 21/2 (See Notes) 1 2'0½ 120 29.773 P0(120) 12-0 0.012025 -0.887 75 32-9% 66.82 2.7050 • 14-0% 0.169 75 32-9% 21/2 (See Notes) 1492 120 29.054 P0(120) P0(12 0) 24-0 0012025 31 32'-9% It 6682 27050 173 2 2082 31 32-9% 21/2 __ (See Notes) 20h/2 120 31.137 P0(12-U) 12'-0 0.012025 0.887 3081/2 66.82 2.7050 14-0% 0.169 32.193 Total(Pt) Route 13 74 30-8/ 6 10-0 120 29.773 " Route 14•"•• 0.002334 76 30-8% 261.19 6.3570 100 0.023 76 . 30-8% __________ 2% ________ (See Notes) 20% 120 29.796 PO(12'O) 12'-0 0.011793 0887 77 32'-9% gu 66.12 2.7050 140% 0.166 77 32-9% 21/2 (See Notes) 1492 120 29.074 P0(120) P0(12 0) 24,-0 0011793 33 32 9% 6612 27050 173'-2 2.042 33 32-9% 2% (See Notes) 201/2 120 31.117 P0(12-0) 12'-0 0.011793 0.887 32 30-81/2 66.12 2.7050 14-01/2 0.166 ,, © M.E:p.cAD, Inc. AutoSPRINK® 12 02.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 8 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step 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 (Pt) and shown as a negative value. Fitting (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) MIr (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 32.170 Total(Pt) Route 14 76 3081/2 '6 10-0 120 29.796 "•• Route 15•"•• 0.001360 78 30-8% 195.07 6.3570 io'-o 0.014 78 30-81/2 21/2 (See Notes) 201/z 120 29.810 P0(12-0) 12 0 0.011658 0887 79 32-9% W. 65.71 2.7050 14-0% 0.164 79 32-91/4 - _________ 21/2 _______ (See Notes) 149-2 120 29.086 PO(120) P0(12-0) 24-0 .011658 0.011658 '-2 1 32-9% 65.71 2.7050 173-2 2.019 41 32-9% 21/2 (See Notes) 2'O% 120 31.105 P0(12-0) 12-0 0.011658 0.887 38 30-8% 65.71 2.7050 14-0% 0.164 32.156 Total(Pt) Route 15 78 30-8% 6 10-0 120 29.810 ""Route l6"" 0000636 80 30'-81/2 12936 63570 10-0 0.006 80 30-8% 21/2 (See Notes) 20% 120 29.816 P0(12-0) 12-0 0.011595 -0887 32-9% 65.52 2.7050 14-0% 0.163 81 32-9% 21/2 (See Notes) 149'-2 120 29.092 PO(12'O) P0(12 0) 0011595 47 32 9% 6552 27050 2008 47 32-9% 21/2 (See Notes) 20% 120 31.100 P0(12 0) 12-0 0011595 0.887 46 30 81/2 6552 27050 14 01/2 0.163 32.150 'Total(Pt) Route 16 80 30-8% 6 9-0 120 29.816 "••Route 17•••• 0000172 82 30 8% 6384 63570 9 -0 0.002 82 30-8% 21/2 (See Notes) 2'O% 120 29.818 PO(12'O) 120 0.011051 0.887 83 32-9% 63.84 2.7050 14 0% 0.155 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 9 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Deves 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 Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 83 32-9% - ___________________ 21/2 ________ (See Notes) 150'2 120 29.086 P0(12-0) 2fE(4'-3%), P0(12-0) 32-TA 0.011051 51 32-9% 63.84 2.7050 182'-91A 2.020 31.105 Total(Pt) Route 17 27 3291/4 53.72 21/2 (See Notes) 201/2 120 30.353 ••• Route 18 Flow (q) from Route 19 P0(12-0) 12-0 0.008030 0.887 26 30-81/2 53.72 2.7050 14-0% 0.113 31.353 Total(Pt) Route 18 30-8% 2% (See Notes) 2-0% 120 29.737 Route 19 ..... P0(120) 12'-0 0.008030 0887 73 321-9% 4 53.72 27050 14-0,4 0.113 73 32-9% 21/2 (See Notes) 149'2 120 28.963 PO(12'-O) PO(12'-0) 24-0 0.008030 27 3291A 53.72 2.7050 173-2 1.391 30.353 Total(Pt) Route 19 70 30-8% 21/2 (See Notes) 2-0% 120 29.690 ••••• Route 2O••••• P0(120) 12'-0 0006933 0887 71 32'-91/4 4962 27050 14 01/2 0.097 1 32-9% __________ 2% (See Notes) 149'2 120 28.900 PO(12'-O) P0(12-0) 24-0 .006933 0.006933 '-2 25 32-9% 49.62 2.7050 173-2 1.201 30.101 Total(Pt) Route 20 23 32-9% 45.97 2% (See Notes) 2-0% 120 29.871 •.•• Route 21 Flow (q) from Route 22 P0(12-0) 12-0 0.006019 0.887 22 308% Z 2K 45.97 2;7050 14-0% 0.085 30.843 Total(Pt) Route 21 68 30'-81/2 21/2 (See Notes) 2-0% 120 29.631 •••• Route 22 PO(12'O) 12-0 0.006019 -0.887 69 32-9% WMIR 45.97 2.7050 14-0% 0.085 69 32-9% 2% (See Notes) 149'2 120 28.828 PO(12'M) P0 240 0.006019 23 3291/4 45.97 2.7050 73-2 1(12-0) 1.042 29.871 Total(Pt) Route 22 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 10 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) re edPrsuse s, when applicable, are added directly to (Pf) and shown as a negative value. iii Equiv. Fitting (Foot)Loss Pf Friction Per Unit Elev(Pe) Node 2 TtlFlV Actual ID (Foot) Friction(Pf) 21 32-9% 42.80 21/2 (See Notes) 201/2 120 29.660 .... Route 23 Flow (q) from Route 24 P0(12-0) 12-0 0.005274 0.887 20 30-8% 42.80 2.7050 14-0% 0.074 30.621 Total(Pt) Route 23 66 3081/2 21/2 (See Notes) 201/2 120 29.560 ••••• Route 24 PO(12'-O) 12'-0 0.005274 0887 67 32-9Y4 42.80 2.7050 14-0% 0.074 67 32-9% 21/2 __ (See Notes) 1492 120 28.747 PO(120) P0(12 0) 24'-0 0005274 1 32'-9% 4280 27050 173 2 0.913 29.660 Total(Pt) Route 24 19 32-9% 40.15 21/2 (See Notes) 2-0% 120 29.466 Route 25 Flow (q) from Route 26 PO(12'-O) 12-0 0.004686 0.887 18 30-8% Vf ii 40.15 2.7050 14'-O% 0.066 30.419 Total(Pt), Route 25 64 30-8% . 21/2 (See Notes) 2-0% 120 29.476 .... Route 26 PO(12'O) 12-0 0.004686 -0.887 65 32-9% 40.15 2.7050 14-0% 0.066 5 32-9% __________________________ 2% _______ (See Notes) 1492 120 28.655 PO(12'O) P0(120) 24-0 / 0004686 19 329% 4015 27050 1732 0.811 29.466 Total(Pt) Route 26 12 4-0 1 1 8 (See Notes) 98101/2 150 54.720 Route 27 T(44-8) 44'-8 0.006910 11 4-0 975.46 7.7100 143-6% 0.992 11 4-0 8 (See Notes) 17101/2 150 55.712 4EE(11-5%), E(22-11%) 68-11 0.005025 10 4-0 821.23 7.7100 239-11% 1.206 56.918 Total(Pt) Route 27 11 4-0 8 (See Notes) 141581/2 150 55.712 "•• Route 28••••• 4EE(11 5%) 5E(22 11%) PIV(5-1%), T(44-8) 210-63/4 0000228 5 4-0 15422 77100 - 4 1626 1/ 3 0.370 56.082 Total(Pt) Route 28 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 11 Job Name: Shea Industrials Remote Area Number: Remote Area # 1 Date: 4/13/2016 = I:iY1j Actual Inside Diameter 4.87 = F Schedule 40 Steel Pipe Inside Diameter) Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 MK IF; if 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 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF me Wirsbo WMV Water Meter Valve Z Cap S (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 Remote Area # 1 4/13/2016 11:28:46AM Page 12 Hydraulic Graph • Job Name: Shea Industrias N 1.85 Remote Area Number: Remote Area # 1 Date: 4/13/2016 100—--- Water Supply Node: _SummarY Sheet 80— Static Pressure 74.000 70-- i608.1971M9 60- 1608. 1954.736 ' ::7450.0O@38.000__- 30 System demand cue 2O— 10 111111111 I I I I I I I I I I I 2900 4350 5800 7250 8700 10150 11600 13050 14500 Flow - gpm ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.54.0 4/13/2016 11:29:02AM Page 1 Hydraulic Calculations for Project Name: Shea Industrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: 3-16-16 Bldg 1 Remote Area #1 & 2.cad Design Remote Area Number: Remote Area # 2 Remote Area Location: Bldg 1 Occupancy Classification: ESFR Commodity Classification: I-IV Density: 50.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 Calculation Date: 4/13/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 7 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1620.33 @56.030 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: STEVE SCOTT Authority Having Jurisdiction.Carlsbad Fire Department Notes: tA M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 4/13/201611:29:32AM Page 1 I I Lal Job Number: 15-821 Report Description. ESFR (Remote Area #2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 56.044 Sprinkler 201 114.85 112.70 25.2 20.770 Sprinkler 202 114.72 112.70 25.2 20.723 Sprinkler 203 113.31 112.70 25.2 20.217 Sprinkler 204 114.32 112.70 25.2 20.578 Sprinkler 205 114.19 112.70 25.2 20.531 E Sprinkler 206 112.70 112.70 25.2 20.000 Sprinkler 207 114.36 112.70 25.2 20.594 Sprinkler 208 114.23 112.70 25.2 20.547 Sprinkler 209 112.72 112.70 25.2 20.007 Sprinkler 210 115.62 112.70 25.2 21.052 Sprinkler 211 115.49 112.70 25.2 21.003 Sprinkler 212 113.84 112.70 25.2 20.408 cf Most Demanding Sprinkler Data I I 0 M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.54.0 4/13/2016 11:29:43AM Pace 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Fixed Pressure Losses, when (Foot) Pf Friction Loss Per Unit Fitting Length) Elev(Pe) Elev 2 Total Flow Node 2 Actual ID applicable, are added directly Total (Foot) (Q) (psi) Friction(Pf) to (Pf) and shown as a 00) negative value. 206 32-9% 25.2 112.70 21/2 (See 9-0 120 20.000 ••"Route 1••••• Notes) Sprinkler 0024133 203 32'-9% 9737 27050 9 0 0.217 203 32-9% 25.2 113.31 21/2 (See 87'-l% 120 20.217 _______ Notes) Sprinkler, 12-0 51 32-9% 210.68 2.7050 0.100625 P0(12-0) 'l% 9.974 51 32-9% 21/2 (See 2'O% 120 30.192 Notes) 12-0 0.887 30-8% 210.68 2.7050 0.100625 P0(12-0) 14-0% 1.413 50 30-8% 6 10-0 120 32.492 0.001569 46 3081/2 210.68 6.3570 0.016 46 30-8/2 205.73 6 10-0 120 32.508 Flow (q) from Route 3 101-00 .005533 38 30-8% 416.41 6.3570 0.055 38 308A 205.82 6 10-0 120 32.563 Flow (q) from Route 5 0011631 101-0 0.116 32 30 8% 62223 63570 32 30-8/z 61.45 6 10-0 120 32.680 Flow (q) from Route 15 0.013845 30-8/ 683.67 6.3570 0.138 30 30-8% 61.43 6 (See 8-3 120 32.818 Notes) ' Flow (q) from Rout 17 fT(31'-S%) 31-5% 0.016234 29 30-8% 745.10 6.3570 39-8% 0.644 29 30-81/2 625.23 6 (See 01-0 120 33.462 Flow (q) from Route 2 fE(12 7) 12-7 0050112 0.394 28 29'-9% 137033 63570 12 0.630 28 29-9% 8 (See 201'01/2 120 34.486 Notes) 2V-1% -0.000 16 29 9% 14 137033 82490 0014090 E(21 1%) 222 2% 3131 16 29-9% 8 (See 3141/2 120 37.617 136-3 11.619 15 3-0 1370.33 8.2490 0.014090 BV(14'-l%), fT(38-9), F16T-7-/4 2-362 2fE(15 3%) CV(52 10%) (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 Remote Area #2 4/13/2016 11:29:56AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) E i Fixed Pressure Losses when (F Pt Friction Fitting Length) Elev(Pe) Node 2 Total Flow Actual ID Length Loss Per Unit applicable, are added directly Total (Foot) (Foot) Friction(Pf) to (Pt) and shown as a negative _value. 15 3-0 8 3-6 120 51.597 0.014090 1.517 14 4-6 1370.33 8.2490 3-6 0.049 14 -0-6 8 (See 3'6 140 53.164 Notes) 31-71/2 0.009422 1.517 35-1% 0.331 13 -4-0 1370.33 8.4500 . E(31-7%) 13 4-0 8 (See 293% 150 55.012 Notes) T(44'-8) 44-8 0012958 4-0 1 01111 137033 77100 73'-111/4 0.958 12 4-0 8 86-9% 150 55.970 0001252 869% 0.109 6 4-0 38740 77100 6 4-0 250.00 8 (See 263'.2% 150 56.078 Notes) Flow (q) from Route 7 141-7% 5 -4-0 637.40 7.7100 0.003145 4E(22-11%), PIV(5-1%), 404'-101/4 1.273 T(44-8 5 -4-0 155.46 8 (See 15531/2 150 57.352 Notes) Flow (q) from Route 29 45-11 % 0.004709 201-2% 0.948 4 -4-0 792.86 7.7100 2EE(11-5%), E(22-11%) 4-0 8 (See 39-8 140 58.299 Notes) 94'-10% 0003424 -9.104 134 6 6461 17'-0 79286 84500 3E(31 7%) BFP(6000) 3 17-0 8 (See 571/4 150 55.656 Notes) T(44-8) 44-8 0.004709 2 17-0 792.86 7.7100 503l/ 0.237 2 17-0 12 188-81/2 150 55.892 0.000729 188-8% 0.138 1 17-0 792.86 11.3100 0.00 56.030 Hose Allowance At Source 1 1620.33 Total(Pt) Route 1 206 32-9% 25.2 112.70 21/2 (See 91 0 120 20.000 ••••• Route. 2••••• Notes) Sprinkler 0000789 209 32 9% 1532 27050 0.007 (.,©M.E.P.CAD, Inc. ?AutoSPRlNK®12v12.O.54.O Remote Area #2 4/13/2016 11:29:56AM Page 2 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe _Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length C Factor (Foot) Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting Pf Friction (Foot) Loss Per Unit Total (Foot) (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Friction(Pf) 209 3291/4 25.2 112.72 21/2 (See Notes) 101 0 1 120 20.007 Sprinkler 0.040050 212 32-9% 128.04 2.7050 0.401 212 32'-9% 25.2 113.84 21/2 (See Notes) 3501/2 120 20.408 Sprinkler, 2fE(4-3%), P0(12-U) 20-7Y 55'-7% 0.129918 83 32-9% 241.88 2.7050 7.230 83 32-9% 21/2 (See Notes) 2'U% 120 27.637 P0(12-0) 12-0 14-0% 0.129918 0.887 30-8% 241.88 2.7Q50 1.825 82 30-8% 6 9,-0 120 30.349 9-0 0.002025 80 30-8% 241.88 6.3570 0.018 80 30-8% 252.89 6 10-0 120 30.368 Flow (q) from Route 4 101-0 0007611 78 30 81/2 49477 63570 0.076 78 30-8% 253.33 6 10,-0 120 0.016355 10 0 30.444 Flow (q) from Route 6 76 30-8% 748.10 6.3570 0.164 76 30-8% 6 10-0 120 30.607 10,-0 0.013957 30-81/2 686.66 6.3570 0.140 74 30-8% 6 10,-0 120 30.747 10 U 0011735 72 30 8% 62523 63570 0117 72 30-8% 6 10,-U 120 30.864 0.009623 101-0 70 30 81/2 gg 56163 63570 0.096 70 3081A 6 10,-0 120 30.960 101-0 0.007792 68 30'-81/2 501.09 6.3570 0.078 68 30-8% 6 10,-0 120 31.038 10 0 0006207 66 30 8% OW11111 -1i 44312 63570 0.062 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.54.0 Remote Area #2 4/13/2016 11:29:56AM Page 3 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Length) Fixed Pressure Losses, when g Fittin (Foot) Pf Friction Elev(Pe) 012 Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) applicable are added directly Total (Foot) (Q) Friction(Pf) to (Pf) and shown as a (Foot) negative value. 66 3081,4 6 10-0 120 31.100 0.004838 64 30-8% 387.28 6.3570 0.048 64 30-8% 6 10-0 120 31.149 0003662 62 30 8% 33314 63570 100 0.037 62 30-8% 2/2 (See 2'-O% 120 31.185 Notes) PO(120) 12-0 0.008834 -0.887 32-9% 56.56 2.7050 14-0% 0.124 63 32-9% 21/2 (See 119-2 120 30.422 Notes) P0(12-0) 24-0 49 32'-9% 56.56 2.7050 0.008834 P0(12 0) 143 2 1 265 49 32'-9% 21/2 (See 20% 120 31.687 Notes) P0(12-0) 12 -0 0.008834 0.887 48 30-8% 56.56 2.7050 , 14-0/2 0.124 48 3081/2 276.58 8 (See 38'-0 120 32.698 Flow (q) from Route 10 2E(21' 42-3% 0.001030 17 30-8% 333.14 8.2490 8031/2 0.083 17 30-81/2 6 2-0 120 32.781 0.003662 30-8% 333.14 6.3570 2,-0 0.007 18 30-8A 54.14 6 10-0 120 32.788 Flow (q) from Route 26 0.004838 20 30-8% 387.28 6.3570 10-0 0.048 20 30-8 /2 55.84 6 10-0 120 32.837 Flow (q) from Route 24 0.006207 22 30-8% 443.12 6.3570 0.062 22 30-8 /2 57.97 6 10-0 120 32.899 Flow (q) from Route 22 0007792 24 30 81/2 50109 63570 10 0.078 24 1 308A 60.54 6 10-0 120 32.977 Flow (q) from Route 9 0.009623 26 30-8% 561.63 6.3570 101-0 0.096 (, © M.E.P.CAD Inc. AutoSPRlNK® 12 02.0.54.0 Remote Area # 2 4/13/2016 11:29:56AM Page 4 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when aabIeeaeddirecfly to (Pf) and shown as a negative value. Fitting Pf Friction Loss Per Unit st) Elev(Pe) Node 2 Total Flow Actual ID (Foot) Friction(Pf) 26 30-8% 63.60 6 (See Notes) 1-9 120 33.073 Flow (q) from Route 19 fT(31 5%) 31'-5% 0011735 29 30 8% gm 62523 63570 33 21/4 0389 33.462 Total(Pt) Route 2 205 32-91/4 25.2 114.19 21/2 (See Notes) 9-0 120 20.531 Route 3 Sprinkler 0021297 202 32'-9% 91.01 2.7050 91-0 0.192 202 32-9% 25.2 114.72 21/2 (See 87'1Y2 120 20.723 Sprinkler, P0(12 0) 12-0 0096293 32'-91/4 R6 L Notes) 2051 73 27050 99 1% 9545 47 32-9% 21/2 (See Notes) 2'O% 120 30.268 P0(12-0) 12-0 0.096293 0.887 46 3081/2 205.73 2.7050 1401/2 1.353 32.508 Total(Pt) Route 3 205 32-9% 25.2 114.19 21/2 (See Notes) 9-0 120 20.531 ••••• Route 4•••' Sprinkler 0.001695 208 32-9% 23.17 2.7050 9-0 0.015 208 32-9% 25.2 114.23 21/2 (See Notes) 101 0 120 20.547 Sprinkler 0.045633 32-9% 137.40 2.7050 0.456 211 32-9% 25.2 115.49 21,4 (See Notes) 34'O% 120 21.003 Sprinkler, P0(12-0) 120 0.141067 81 32-9% 252.89 2.7050 46-0% 6.496 81 32-9% 21/2 (See Notes) 2'O% 120 27.499 P0(12-0) 12-0 0.141067 0.887 80 3081/2 252.89 2.7050 14-0% 1.982 30.368 Total(Pt) Route 4 204 32-9% 25.2 114.32 21/z (See Notes) 9-0 120 20.578 Route 5 ..... Sprinkler 0.021279 201 32-9% 90.97 2.7050 9,-0 0.192 201 32-9% 25.2 114.85 21/2 (See Notes) 87'l% 120 20.770 Sprinkler, P0(12 0) , 120 0096369 41 32'-9% 20582 27050 2 9.553 ,©M.E.P.CAD, Inc. Mffl AutoSPRlNK® 12v12.0.54.0 Remote Area #2 4/13/2016 11:29:56AM Page 5 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(pe) applicable, Node 2 Total Flow Actual ID (Foot) Friction(Pf) 41 32-9% 21/2 (See Notes) 20% 120 30.322 P0(12-0) 12'-0 0.096369 0.887 38 30-8% 205.82 2.7050 14-0% 1.354 32.563 Total(Pt) Route 5 204 32-9% 25.2 114.32 21/2 (See Notes) 9-0 120 20.578 •••••Route 6..... ' Sprinkler 0001719 207 32'-9% 2335 27050 0.015 32-9% 25.2 114.36 21/2 (See Notes) 101 0 120 20.594 Sprinkler 0045820 0 32'-9% 13770 27050 101-0 0.458 210 32-9% 25.2 115.62 21/2 (See Notes) 3401/2 120 21.052 Sprinkler, P0(12 0) 12'-0 0 141519 79 32 9% 25333 2 7050 46 0% 6 516 79 32-9% _ 21/2 (See Notes) 20% 120 27.569 P0(12-0) 12-0 0.141519 0.887 78 30-8% 253.33 2.7050 14-0% 1.988' 30.444 Total(Pt) Route 6 7 4-0 250.00 8 (See Notes) 17-0% 150 56.044 ••• Route 7 . ..Hose T(44 8) 44-8 0000557 4-0 25000 77100 61'-83/4 0.034 56.078 Total(Pt) Route 7 10 4-0 8 (See Notes) 39-8 140 58.199 ••" Route 8•"•• 3E(31-7%), BFP(-6.000) 94-10% 0.003706 -9.104 9 17-0 827.47 8.4500 134-6 6.498 9 17-0 8 (See Notes) 5'7% 150 55.593 T(44 8) 44-8 0005096 8 17'-0 82747 77100 50 0256 8 17-0 12 (See Notes) 229'3% 150 55.849 Water Supply 0.000789 1 17-0 827.47 11.3100 22931/2 0.181 56.030 Total(Pt) Route 8 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area #2 4/13/2016 11:29:56AM Page Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when are added directly to (Pt) and shown as a negative value. Fitting (Foot)Loss Pf Friction Per Unit (psi) Elev(Pe) applicable, Node 2 Total Flow Actual ID (Foot) Friction(Pf) 25 32-9% 60.54 __________ 21/2 ________ (See Notes) 201/2 120 31.949 ••••. Route 9••••• Flow (q) from Route 21 P0(12-0) 12'-0 0.010018 0.887 24 30-8% ma,__ 60.54 2.7050 14-0% 0.141 32.977 Total(Pt) Route 9 62 3081,6 6 10-0 120 31.185 "•• Route l0••••• 0002595 60 30 81,4 27658 63570 10-0 0.026 60 30-8% 21/2 (See Notes) 20% 120 31.211 PO(12'O) 12-0 0.008640 -0.887 1 32-9% 55.89 2.7050 140% 0.121 61 32-9% 21/2 (See Notes) 1192 120 30.445 PO(12'O) P0(12 0) 24-0 0008640 45 32'-91/4 5589 27050 143 2 1 237 45 32-9% 21/2 (See Notes) 2'O% 120 31.682 P0(12-0) 12-0 0.008640 0.887 44 30-8% 55.89 2.7050 14-0% 0.121 44 30-8,4 220.69 8 10-0 120 32.691 Flow (q) from Route 11 0.000730 48 30 8% 276 58 8 2490 10-0 0.007 32.698 Total(Pt) Route 10 60 30-8% 6 10-0 120 31.211 ••"• Route ll•"•• 0.001709 58 30-8% 220.69 6.3570 10-0 0.017 58 30-81/2 21/2 (See Notes) 2-0% 120 31.228 PO(12'0) 12-0 0.008512 . -0.887 59 32-9% . 5544 2.7050 14-0% 0.120 59 32-9% 21/2 (See Notes) 119'2 120 30.461 P0(12-0) P0(12-0) 24-0 0.008512 43 32-9% 55.44 2.7050 143-2 1.219 43 32-9% 21/2 (See Notes) 20% 120 31.679 P0(12-0) 12-0 0.008512 0.887 42 30-81/2 0 55.44 2.7050 ri4- 0% 0.120 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.54.O Remote Area #2 4/13/2016 11:29:56AM Page 7 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 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 (P1) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - •. •.- 1: Total Flow Actual ID Total 00 Friction(Pf) 42 30-8/2 165.25 8 10-0 120 32.686 Flow (q) from Route 12 0000481 44 30 81/2 22069 82490 10'-0 0.005 32.691 Total(Pt) Route 11 58 30-8% 6 10-0 120 31.228 "'"Route 0001001 56 30 8% 16525 63570 10 0.010 56 30-8% 21/2 (See Notes) 2'01/2 120 31.239 P0(12-0) 12-0 0008437 -0.887 32'-91/4 5517 27050 14'-01/2 0.119 57 32-9% 21/2 (See Notes) 119'2 120 30.470 P0(12-0) P0(120) 24-0 0008437 40 329% 5517 27050 1432 1208 40 32-9% 21/2 (See Notes) 2'O% 120 31.678 P0(12 0) 12-0 0008437 0.887 39 3081/2 5517 27050 14 0% 0119 39 30-8/2 110.08 8 10-0 120 32.684 Flow (q) from Route 13 0000281 42 30 81/2 16525 82490 10-0 0.003 32.686 Total(Pt) Route 12 56 30-8% 6 10-0 120 31.239 ••••• Route 13••••' 0000472 54 30'-8Y2 11008 63570 10 0 0.005 54 30'-8% 21/2 (See Notes) / 2'O% 120 31.243 PO(120) 12-0 0008402 -0.887 55 32'-9% 5505 27050 14 0% 0.118 55 32-9% 2% (See Notes) 119'2 120 30.474 P (12-0) P0(12 0) 24-0 0008402 37 32'-9% 5505 2.7050 143 2 1 203 37 32-91/4 21/2 (See Notes) 2'O% 120 31.677 P0(12 0) 12-0 0008402 0.887 36 308% 5505 27050 140% 0.118 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.54.0 Remote Area # 2 4/13/2016 11:29:56AM Page 8 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev Flow added Fittin & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent q Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Elev(Pe) Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit applicable are added directly Total (Foot) (Foot) (psi) Friction(Pf) to (Pt) and shown as a __ (Foot) negative value. 36 30-8% 55.03 8 10'-0 120 32.682 Flow (q) from Route 14 0000133 39 30 8% 11008 82490 10-0 0.001 32.684 Total(Pt) Route 13 54 3O-8/ 6 10-0 120 31.243 •••.• Route 14•"•• 0000131 52 30'-8Y2 5503 63570 10-0 0.001 52 30-8% 2/ (See 201/2 120 31.245 Notes) P0(12-0) 12-0 -0.887 3 32'-9% 5503 27050 0008396 14 0% 0.118 53 32-9% 21/2 (See 119'2% 120 30.475 Notes) PO(12'O) 24-0 0.050 35 32-73/4 55.03 2.7050 0.008396 P0(12-0) 143-2% 1.202 35 32-7% 21/2 (See 1-11% 120 31.727 Notes) 12'-0 0.838 34 30-8% 55.03 2.7050 0.008396 P0(12-0) 13-11% 0.117 34 30-8/ 8 1 10-0 120 32.682 0.000037 10-0 0.000 36 30-81/2 55.03 8.2490 32.682 Total(Pt) Route 14 133:F32'-9% 61.45 2% (See 201/2 ••••• Route 15 ••. ______ 120 31.648 Notes) Flow (q) from Route 16 12-0 0.010297 0.887 14-0% 0.145 32 3081,6 61.45 2.7050 P0(12-0) 32.680 Total(Pt) Route 15 76 30-8% 21/2 (See 20h/2 120 30.607 ••••• Route 16 ..... Notes) P0(1 20) 12-0 0.010297 -0.887 77 32-9% 61.45 2.7050 14-0% 0.145 77 32-9% 21/2 (See 1492 120 29.865 _ _________ _______ Notes) Po(12;-o) P0(12-0) 24'-0 0.010297 33 32-9% 61.45 2.7050 173-2 1.783 31.648 Total(Pt) Route 16 (,© M.E.P.CAD. Inc. 21V AutoSPRlNK® 12 v12.0.54.0 Remote Area #2 4/13/2016 11:29:56AM - Page 9 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor _ Flow added this step ____________ Nominal ID Fittings & Devices Equiv. (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when are added directly to (P1) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) applicable, Node 2 IIitI Total Flow Actual ID (Foot) Friction(P 31 32-9% 61.43 2% (See Notes) 2-01/2 120 31.786 •••• Route 17 Flow (q) from Route 18 P0(12-0) 12'-0 0.010292 0.887 30 30.81/2 61.43 2.7050 14-0% 0.145 32.818 Total(Pt) Route 17 74 30-8% 21/2 (See Notes) 2-0% 120 30.747 ••• Route 18 PO(12'.0) 120 0.010292 0887 75 32-9% 61.43 2.7050 , 14-OA 0.145 75 32-9% 21/2 (See Notes) 149-2 120 30.004 PO(12'O) P0(12 0) 24-0 0.010292 1 32 9% 61 43 2 7050 173 2 1 782 31.786 Total(Pt) Route 18 27 32-9% 63.60 21/2 (See Notes) 2-01/2 120 32.032 Route 19..... Flow (q) from Route 20 P0(12-0) 12-0 0.010975 0.887 26 30-8% 63.60 2.7050 14-0% 0.154 33.073 Total(Pt) Route 19 72 30.81/2 21/2 (See Notes) 2-01/2 120 30.864 •••• Route 20 ..... P0(12-0) 12-0 0.010975 -0.887 73 32-9% 63.60 2.7050 14-0% 0.154 32-9% 21/2 (See Notes) 149'.2 120 30.131 P0(120) P0(12-0) 24'-0 .010975 0.010975 '-2 27 32-9% 63.60 2.7050 173-2 1.900 32.032 Total(Pt) Route 20 70 30-81/2 21/2 (See Notes) 2-0% 120 30.960 ••••• Route 21 P0(12-0) 12-0 0010018 -0.887 71 32'-9% 6054 27050 14-01/2 0.141 71 32-9% 21/2 (See Notes) 1492 120 30.214 P0(12-0) P0(12-0) 24-0 0.010018 25 32-9% _________________________ 60.54 2.7050 173-2 1.735 31.949 Total(Pt) Route 21 23 32-9% . 57.97 21/2 (See Notes) 2-01/2 120 31.882 Route 22 Flow (q) from Route 23 P0(12-0) 12-0 0.009244 0.887 22 30-8% 57.97 2.7050 14-0% 0 130 32.899 Total(Pt) Route 22 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.54.O Remote Area #2 4/13/2016 11:29:56AM Page 10 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4113/2016 Pipe Information Node 1 (Foot) K-Factor1 Flow added this step ____________ 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 . . Los: Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 68 30-8% 21,4 (See Notes) 20/2 120 31.038 ••••• Route 23•'..• P0(12-0) 12-0 0.009244 -0.887 69 32-91/, ul 57.97 2.7050 1401/2 0.130 69 32-9% 21/2 (See Notes) 149'2 120 30.281 P0(120) P0(12-0) 24-0 0.009244 23 32-9% 57.97 2.7050 173-2 1.601 31.882 Total(Pt) Route 23 21 32-9% 55.84 21,4 (See Notes) 2'-O% 120 31.828 '... Route 24 Flow (q) from Route 25 P0(12 0) 12'-0 0008627 0.887 30 81/2 5584 27050 32.837 Total(Pt) Route 24 66 30-8% 21/2 (See Notes) 2-0% 120 31.100 ••••. Route 25••••. PO(12'O) 12-0 0.008627 -0.887 67 32'-9% 55.84 2.7050 14-0% 0.121 67 32-9% 21/2 (See Notes) 149'2 120 30.334 PO(12'-O) P0(12-0) 24-0 0.008627 21 32-9% X 515 - %I 55.84 2.7050 173-2 r 1.494 I 31.828 Total(Pt) Route 25 9 32-9% 54.14 21/2 (See Notes) 2-0% 120 31.787 " Route 26 ..... Flow (q) from Route 27 P0(12-0 120 0.008147 0.887 18 30-8% 54.14 2.7050 14-0% 0.114 32.788 Total(Pt) Route 26 64 30-8% 21/2 (See Notes) 20% 120 31.149 "••Route 27••••• PO(12'O) 12-0 0.008147 -0.887 65 32'-9% 54 14 2 7050 1401/2 0.114 65 32-9% 21/2 (See Notes) 149'.2 120 30.376 P0(120) P0(12-0) 4-0 0.008147 19 32-9% 54.14 2.7050 73-2 ffl 1.411 31.787 Total(Pt) Route 27 12 -4-0 8 (See Notes) 9810% 150 55.970 "••Route 28••••• T(44'-8) 44-8 0.007008 11 -4-0 982.92 7.7100 14361,4 1.006 ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.54.O Remote Area #2 4/13/2016 11:29:56AM Page 11 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) E Length) Fixed Pressure Losses, when Fitting F 00) P1 Friction Elev(Pe) 0 e Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit applicable, are added directly Total (Foot) (Q) 'Foot (psi) Friction(Pf) to (P1) and shown as a 1 (Foot) negative value. 11 40 8 (See 171'-0Y2 150 56.976 Notes) 4EE(11 5%) E(22 11%) 68-11 0005096 10 4 0 82747 77100 239-111/z 1223 58.199 Total(Pt) Route 28 11 4-0 8 (See 1415 -81/2 150 56.976 "•• Route 29•••• Notes) 4EE(11-5°A), 5E(22-11%), 210,-6,4 0.000231 5 -4-0 155.46 7.7100 ' 1626'-3% 0.376 PIV(5 11/4) T(44'-8) 57.352 Total(Pt) Route 29 U S L, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 2 4/13/2016 11:29:56AM Page 12 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 VOV k Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter) = F Factor Value Of C Multiplying Factor 100 130 140 150 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 11 %* /4 Elbow Ee2 22'/2° 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 PRy Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve I Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK®l2v12.0.54.0 Remote Area #2 4/13/2016 11:29:56AM Page 13 Hydraulic Graph • Job Name: Shea Industrias N 1.85 Remote Area Number: Remote Area #2 Date: 4/13/2016 1007 z Water Supply Summary Sheet - Node: 1 80— Static Pressure 74.000 70_ - 1620.33 c71F359 60H - 1620.33@56.030 ::i- I 7450.00@38.000 : System demand cue . 30 20 :-:: I I I I I I I 9450 2900 4350 5800 7250 8700 10150 11600 13050 14500 Flow - gpm ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.54.0 4/13/2016 11:30:02AM Pafle 1 Hydraulic Calculations for Project Name: Shea Industrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: Bldg 1 REMOTE ARE A 3 AND MEZZ 1 .cad Design Remote Area Number: Remote Area # 3 Remote Area Location: Bldg 1 Occupancy Classification: ESFR Commodity Classification: l-IV Density: 50.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 Calculation Date: 4/13/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 7 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1610.75@57.270 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: STEVE SCOTT Authority Having JurisdictionCarlsbad Fire Department Notes (&© M.E.P.CAD, Inc. 4AutoSPRINK® 12 v12.0.54.0 Remote Area # 4/13/201611:31:22AM Page 1 I I Job Number 15821 Report Description: ESFR (Remote Area # 3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure - (psi) Rose 7 250.00 250.00 0 57.324 Sprinkler 301 114.16 112.70 25.2 20.524 Sprinkler 302 113.62 112.70 25.2 20.328 Sprinkler 303 113.43 112.70 25.2 20.260 Sprinkler 304 113.47 112.70 25.2 20.273 Sprinkler 305 112.86 112.70 25.2 20.057 Sprinkler 306 112.70 112.70 25.2 20.000 Sprinkler 307 113.43 112.70 25.2 20.261 Sprinkler 308 112.86 112.70 25.2 20.057 Sprinkler 309 112.70 112.70 1 25.2 20.000 Sprinkler 310 114.31 112.70 25.2 20.575 Sprinkler 311 113.70 112.70 25.2 20.357 Sprinkler 312 113.53 112.70 25.2 20.296 c Most Demanding Sprinkler Data I LM, ©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 4/13/2016 11:31:33AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev i Flow added TotalNode () Fittings & Length C Factor Notes 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Elev 2 '*! Total Flow Node 2 (Foot) (Q) Actual ID Length (psi) applicable, are added directly to (Pf) and shown as a Total (Foot) (Foot) Friction(Pf) negative value. 306 32-91/4 25.2 112.70 21/2 (See 9-0 120 20.000 ••••Route 1..... Notes) Sprinkler 0030365 9-0 0.273 304 32'-9% 11025 27050 304 32-9% 25.2 113.47 21/2 (See 9711/2 120 20.273 Notes) Sprinkler, P0(12-0) 12-0 0.112441 74 32-9% 223.71 2.7050 109.1% 12.270 74 32-9% 21/2 (See 2'01/2 120 32.543 Notes) 12-0 0.887 30-8% 223.71 2.7050 0.112441 P0(12-U) 14-0% 1.579 73 30-8% 6 10-0 120 35.010 0.001753 67 3081,4 223.71 6.3570 10-0 0.018 67 3081/2 223.39 6 10-0 120 35.028 Flow (q) from Route 3 0.006311 59 30-8% 447.10 6.3570 , 10-0 0.063 59 30-8% 222.23 6 10-0 120 35.091 Flow (q) from Route 5 0013312 51 30 8% 66933 63570 10-0 0.133 51 30-8% 79.87 6 10-0 120 35.224 Flow (q) from Route 2 0.016399 10 0.164 30-8% 749.20 6.3570 3081/2 72.38 6 746 10-0 120 35.388 Flow (q) from Route 13 0019450 42 30'-81/2 82158 63570 10-0 0.194 lAl 42 3081/2 66.88 6 (See 01 9 120 35.583 __ Notes) Flow (q) from Route 26 1(37-8%) 37-8% 0.022480 41 30-8% 888.46 6.3570 38-5% 0.865 41 3081/2 472.30 6 (See 11'8½ 120 36.447 Notes) Flow (q) from Route 9 E(17 714) ' 17'-7% 0049466 34 308% 136075 63570 293~ 1450 34 30'-8,6 6 26-5% 120 37.897 0049466 11.459 32 4 31/2 136075 63570 26-54 1.308 L.,©M.E.P.CAD, Inc. Tjj AutoSPRINK®12v12.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E • 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 (F Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev2 00) Total Flow Actual ID Total (Foot) Friction(Pf) 32 4'-3Y2 8 (See Notes) 710% 120 50.664 BV(14'-1Y4), 3fE(15'-3Y4), CV(52'-10¼) 112-9 0.013908 0.553 15 3-0 1360.75 8.2490 120' - 4 . 78 1 6 15 3-0 8 5~6 1.517 3'6 120 52.895 0.013908 14 -0-6 1360.75 8.2490 3-6 0.049 14 -0-6 8 (See Notes) 3'6 140 54.461 E(31'-7%) 31 -7% 0.009300 1.517 -4-0 1360.75 8.4500 35-1% 0.327 13 4-0 8 (See Notes) 29'3% 150 56.305 T(44 8) 44-8 0012791 12 4-0 136075 77100 0946 12 4-0 8 869mh 150 57.251 0.001240 6 -4-0 385.41 7.7100 86-9% 0.108 6 -4-0 250.00 8 (See Notes) 263214 150 57.358 Flow (q) from Route 7 4E(22--l1%) T(44'-8) 136-61/2 0003127 5 4 0 ,01 63541 77100 399 8% 1250 5 -4-0 153.44 8 (See Notes) 155'31/2 150 58.608 Flow (q) from Route 32 2EE(11'-53h), E(22'-ll%) 46-111/4 0.004665 -4-0 788.85 7.7100 201-2% 0.939 4 -4-0 8 (See Notes) 39'8 140 59.547 3E(31'-7Y2), BFP(-6.000) 94-101/4 0.003392 -9.104 3 17-0 788.85 8.4500 134-6 6.456 3 17'-0 8 (See Notes) 571/4 150 56.899 1(44 8) 44-8 0004665 2 17'-0 78885 77100 50 0.235 2 17-0 12 188-8% 150 57.134 0.000722 1 17-0 788.85 11.3100 188-8% 0.136 [ 0.00 57.270 Hose Allowance At Source Total(Pt) Route 1 1 161075 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 2 Job Name: Shea Industrias Remote Area Number: Remote Area# 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length . C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this Step Nominal ID Devices (Foot) Fitting/Device (Equivalent q Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 Total Flow Actual ID Length applicable, are added directly Total (Foot) (Foot) Fruction(Pf) to (Pf) and shown as a (Foot) negative value. 306 3291h 25.2 112.70 21,4 (See 10-0 120 20.000 "Route 2•• Notes) Sprinkler 0.000027 309 32'-91/4 2.45 2.7050 10-0 0.000 309 32-9% 25.2 112.70 21/2 (See 9-0 120 20.000 Notes) Sprinkler 0.032910 312 32-9% 115.15 2.7050 , 9-0 0.296 312 32-9% 25.2 113.53 21,4 (See 48'l% 120 20.296 Notes) Sprinkler, 120 32-9% 228.68 2.7050 0.117103 . P0(12-0) 601lA 7.041 125 32-91/4 21,6 (See 120 27.337 Notes) 12'-0 0.887 124 3081/2 22868 27050 14 01/20117103 P0(120) 1.645 124 3081,4 4 10-0 120 29.870 0012823 122 30 81,6 22868 42600 - 0.128 122 30-8% . 229.64 4 10-0 120 29.998 Flow (q) from Route 4 0.046408 118 30-81/2 458.32 4.2600 10-0 0.464 118 30-8% 233.10 4 10-0 120 30.462 Flow (q) from Route 6 0.099302 4 30'-81/2 691.43 4.2600 10-0 0.993 114 30-81/2 21/2 (See 20% 120 31.455 Notes) P0(12'0) 12'-0 0016726 0887 14 0% 0.235 115 32 91/4 7987 27050 115 32-91/4 2% (See 173'3 120 30.802 Notes) PO(12'O) P0(12 0) 24-0 0016726 53 32'-9Y4 7987 27050 197 3299 53 32-9% 21/2 (See 20% 120 34.102 Notes) 12-0 0.016726 0.887 YEN *W 14-0% 0.235 51 30-8%InEr 79.87 2.7050 . P0(12-0) 35.224 Total(Pt) Route 2 305 32-9% 25.2 112.86 21/2 (See 91 0 120 20.057 • • • • Route 3 ..... Notes) Sprinkler 0.030124 -0 .030124 302 32-91/4 109.77 2.7050 9'O 0.271 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 3 Job Name: Shea industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow Actual ID Total (Foot) Friction(Pf) 302 32-9% 25.2 113.62 21/2 (See Notes) 97'-1A 120 20.328 Sprinkler, P0(12-0) 12-0 0.112142 68 32'-9% 223.39 2.7050 iog'-w 12.237 68 32-9% 21,4 (See Notes) 2'01/2 120 32.565 P0(12-0) 12-0 0.112142 0.887 67 30'-81/2 lat 223.39 2.7050 14-0% 1.575 35.028 Total(Pt) Route 3 05 32-9% 25.2 112.86 21/2 (See Notes) 10-0 120 20.057 ••••• Route 4 ..... Sprinkler 0.000041 8 32'-9Y4 3.08 2.7050 0.000 308 32-9% 25.2 112.86 21/2 (See Notes) 91 0 120 20.057 Sprinkler 0033331 311 32'-9% 11594 27050 9-0 0.300 311 32'-9% 25.2 113.70 21/2 (See Notes) 48'l% 120 20.357 Sprinkler, 7.096 P0(12-0) 12-0 0.118016 123 32-9% 229.64 6011A 123 32-9% d75 (See Notes)12 2'O% 120 27.453 P0(12-0) 0 0.118016 0887 122 30-8% 229.64 14-0% 1.658 .0 29.998 .Total(Pt) Route 4 F303 32-9% 25.2 113.43 2% (See Notes) 9-0 ""Route 5 __ 120 20.260 Sprinkler 0.029262 301 32-9% 108.06 2.7050 9-0 0.263 301 32'-91/4 25.2 114.16 21/2 (See Notes) 97'l% 120 20.524 Sprinkler, P0(12-0) , 12-0 0.111063 60 32-9% 222.23 2.7050 109-1% 12.120 60 32-9% 21/2 (See Notes) 2'O% 120 32.643 P0(12-0) 12-0 0.111063 0.887 59 30-8% 222.23 2.7050 14-0% 1.560 35.091 Total(Pt) Route 5 303 32-9% 25.2 113.43 21/2 (See Notes) 10-0 120 20.260 ••••• Route 6•• Sprinkler 0.000113 307 32-9% 5.37 2.7050 10-0 0.001 (A,@ M.E.P.CAD, Inc. ffl AutoSPRlNK® 12 v1 2.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 4 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 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 Tota ( t) I P Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) applicable, Node 2 Total Flow Actual ID 'F 00, Friction(Pf) 307 32-9% 25.2 113.43 21/2 (See Notes) 90 120 20.261 Sprinkler 0034865 310 32'-9Y4 11880 27050 9 0 0.314 310 32-9% 25.2 114.31 2% (See Notes) 48-1% 120 20.575 Sprinkler, P0(12 0) 12-0 0121330 119 329% 23310 27050 60'-1% 7.295 119 32-9% 21/2 (See Notes) 201/2 120 27.870 P0(12-0) 12-0 0.121330 0.887 30-8% fr 233.10 2.7050 14-0% 1.704 30.462 Total(Pt) Route 6 7 4-0 250.00 8 . (See Notes) 17-0% 150 57.324 Route 7•"•• Hose T(44 8) 44-8 0000557 6 4-0 25000 77100 61'-83/4 0.034 57.358 Total(Pt) Route 7 10 4-0 ________________ 8 (See Notes) 39'-8 140 59.450 .•• Route 8 ..... 3E(31 7%) BFP(6 000) 94'-10% 0003660 -9.104 9 17 0 eORK" 82190 84500 134 6 6492 9 17-0 8 (See Notes) 5-7% 150 56.838 T(44 8) 44'-8 0005033 17'-0 82190 77100 50'-3% 0.253 8 17-0 12 (See Notes) 229'31/2 150 57.091 Water Supply 0000779 1 170 82190 113100 :2:29 0179 57.270 Total(Pt) Route 8 117 30-8% 4 10-0 120 34.004 "•• Route 9 ..... 0.019415 121 30-8% 286.15 4.2600 0.194 121 30'-81/2 4 (See Notes) 40'0 120 34.198 2fE(8-11%) 17'-11 0.013228 86 30-81/2 232.56 4.2600 57-11 0.766 86 3081,4 2% (See Notes) 2'O% 120 34.964 PO(120) 12-0 0005207 -0.887 85 32'-91/4 4250 27050 14 0% 0.073 (,© M.E.P.CAD, Inc. 7 AutoSPRINK® 12 v12.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 5 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 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 negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) (Foot) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total Friction(Pf) 85 32-9% 21/2 (See Notes) 143'3 120 34.150 P0(12-0) P0(12 0) 24-0 0005207 69 32 9% 4250 27050 167 3 0871 69 32-9% 21,6 (See Notes) 201/2 120 35.021 P0(12 0) 12-0 0005207 0.887 71 30'-81/2 4250 27050 14 0% 0.073 71 30-8,6 190.05 6 10-0 120 35.982 Flow (q) from Route 16 0001883 30 81/2 23256 63570 101-0 0.019 64 30-8,6 53.60 6 10-0 120 36.000 Flow (q) from Route 21 0002764 57 30 1,6 28615 63570 101-0 0.028 57 30-8 ,6 57.07 6 10-0 120 36.028 Flow (q) from Route 12 0003869 50 30'-8Y2 34322 63570 10 0 0.039 50 30-8,6 61.64 6 10-0 120 36.067 Flow (q) from Route 11 0005252 45 30'-8Y2 40486 63570 10 0 0.053 45 30'81/2 67.43 6 9-3 120 36.119 Flow (q) from Route 10 T(37'-8%) 37-8% 0.006984 30 81/2 ' 472.30 6.3570 46 11% 0.328 36.447 Total(Pt) Route 9 100 30-8% 472.30 2½ 2-0% 120 33.364 •••" Route l0••••• 0(12'-0), Flow (q) from Route 14 12-0 0012229 -0.887 99 32'-91/4 6743 27050 14 0% 0.172 99 32-9% 21/2 (See Notes) 173'3 120 32.648 ( - P0(12 0) 24-0 0012229 44 32'-9% 6743 27050 197 2.412 44 32-9% 21/2 (See Notes) 2'O% 120 35.060 P0(12 0) 12-0 0012229 0.887 45 30 81/2 6743 27050 14 0% 0.172 36.119 Total(Pt) Route 10 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.54.0 Remote Area # 3 4/13/2016 11:31:44AM Page 6 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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) FrictionPf Los: Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 100 30.81/2 472.30 4 10-0 120 33.364 ••••• Route ll••••• Flow (q) from Route 14 0036894 113 30 8% 40486 42600 10-0 0.369 113 30.81/2 2% (See Notes) 201/2 120 33.733 P0(12-0) 12'-0 0010359 0887 112 329% 6164 27050 14-0% 0.146 112 32-9% 21/2 (See Notes) 173'3 120 32.991 P0(12-0) P0(12-0) 24 0 0.010359 32-9% 61.64 2.7050 197-3 2.043 49 32-9% _______________________ 2% (See Notes) 2'.O% 120 35.034 P0(12 0) 12-0 0 010359 0.887 50 30'-81/2 MO 61.64 2.7050 14 0% 0.146 36.067 Total(Pt) Route 11 113 30-8% 4 10-0 120 33.733 ••••• Route 12•••• 0.027179 117 30-81/2 343.22 4.2600 0 0.272 117 30'-81/2 21/2 (See Notes) 2'01/2 120 34.004 P0(12-0) 12-0 0.008981 -0.887 116 32-9% 0. 57.07 2.7050 , 14-0% 0.126 32'-91/4 21/2 (See Notes) 173'3 120 33.243 PO(12'O) P0(12 0) 24-0 0008981 55 32'-9% g. 5707 27050 197 1.771 55 32-9% 21/2 (See Notes) 2'O% 120 35.015 P0(12-0) 12-0 0.008981 0.887 57 30'81/2 57.07 2.7050 14-01/2 0.126 36.028 Total(Pt) Route 12 110 30-8% 611.56 21/2 201/2 120 32.246 ••••• Route 13••••• 0(12'-0), Flow (q) from Route 15 12-0 0013942 -0.887 111 32'-9% 7238 27050 14 0% 0.196 111 ______ 32-9% 21,4 (See Notes) 173'-3 120 31.555 PO(12'O) PO(12'-O) 24-0 0.013942 47 32-9% 72.38 ________ 2.7050 197-3 2.750 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 3 4/13/2016 11:31:44AM Page 7 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor thlSSteP Nominal ID Devices (Foot) Fitting/Device (Equivalent Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Elev(Pe) Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit . applicable, are added directly Total (Foot) (Foot) Friction(Pf) to (P1) and shown as a (Foot) negative value. 47 32-9% 21/2 (See 2'O% 120 34.305 Notes) P0(12-0) 12'-0 0.013942 0.887 46 30-8V2 72.38 2.7050 0.196 35.388 Total(Pt) Route 13 110 30.81,4 611.56 4 10-0 120 32.246 ••••• Route 14•••• Flow (q) from Route' 15 0062679 97 3081,4 4-W 53917 42600 10-0 0.627 7 30-8/ 4 10-0 120 32.873 0049060 00 30 1,4 47230 42600 101-0 0.491 33.364 Total(Pt) Route 14 114 . 30'-81/2 ' 4 10-0 120 31.455 •••" Route l5••••• 0079129 110 30'-81/2 61156 42600 10-0 0.791 32.246 Total(Pt) Route 15 75 ' 32-9% 40.09 2% (See 2-0'/2 120 35.016 •••• Route 16 Notes) Flow (q) from Route 23 12-0 0.004674 0.887 140l/2 0.066 76 30..8½ ®R 40.09 2.7050 P0(12-0) WN 30-8% 149.96 6 10-0 120 35.969 Flow (q) from Route 17 0.001296 71 30-8% imn 190.05 6.3570 10.-a 0.013 35.982 Total(Pt) Route 16 77 32-91/4 3847 21/2 (See 2-0% ' 120 35.012 ••••• Route 17 Notes) Flow (q) from Route 30 P0(12-0) 12-0 0.004331 0.887 78 30-8% 38.47 2.7050 14.01/2 0.061 78 30.81/2 111.49 6 ' 10.-0 120 35.960 Flow (q) from Route 18 0000836 76 30 81,4 14996 63570 10-0 0.008, 35.969 Total(Pt) Route 17 79 32-9% 37.51 21,4 (See 2-0% 120 35.010 ••• Route 18••• • Notes) Flow (q) from Route 24 P0(12-0) 12-0 . 0.004132 0.887 80 30-8% 37.51 2.7050 14-0% 0.058 , 0 M.E.P.CAD, Inc. T11 AutoSPRlNK® 12 02.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 8 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent q Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) FrictionPf Loss Per Unit Elev(Pe) Elev 2 Total Flow Node 2 (Foot) (Q) Actual ID Length (psi) applicable, are added directly to (Pt) and shown as a Total (Foot) (Foot) Friction(Pf) negative value. 80 30-8% 73.98 6 101-0 120 35.955 Flow (q) from Route 19 0.000483 78 30'81/2 111.49 6.3570 10-0 0.005 35.960 Total(Pt) Route 18 81 32-9% 37.05 21/2 (See 201/2 120 35.009 •••• Route 19 Notes) Flow (q) from Route 29 12-0 0.887 82 30 -8% 37.05 2.7050 0.004039 P0(12-0) 140h/2 0.057 82 3O81/2 36.92 6 10 -0 120 35.953 Flow (q) from Route 20 0000226 , 30 81/2 7398 63570 ________ 10 0 0.002 35.955 Total(Pt) Route 19 83 32-9% 36.92 21/2 (See 2-0% 120 35.009 Route 20 ..... Notes) Flow (q) from Route 22 120 0.887 84 30 81/2 3692 27050 0004013 P0(12 0) 14 0% 0056 84 30-8% 6 10-0 120 35.953 0.000063 82 30-8% 36.92 6.3570 10-0 0.001 35.953 Total(Pt) Route 20 32-9% 53.60 21/2 (See 2-0% 120 35.001 ••••• Route 21 Notes) Flow (q) from Route 28 P0(12-0) 12-0 0.007996 0.887 64 30-8% , 53.60 2.7050 14-0% 0.112 36.000 Total(Pt) Route 21 92 3081/2 4 10-0 120 35.148 •••••Route 22••••• 0001589 94 30'-81/2 7398 42600 101-0 0.016 94 30-8% . 4 10-0 120 35.164 0.000439 96 30-8% 36.92 4.2600 0.004 96 30-8% 21/2 (See 201/2 120 35.169 Notes) PO(12'O) 12'O 0004013 0.887 14-0% 0.056 95 32'-9% 3692 27050 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area # 3 4/13/2016 11:31:44AM Page 9 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) . . Total Flow (Q) Actual ID (Foot) Friction(Pf) 95 32-9% 21/2 (See Notes) 1433 120 34.338 PO(12'O) P0(12-0) 24-0 .004013 0.004013 '-3 83 32-9% 1 36.92 2.7050 167-3 0.671 35.009 Total(Pt) Route 22 88 30-8% 190.05 21/2 2-0% 120 35.056 •••• Route 23 ..... 0(12'-0), Flow (q) from Route 25 12-0 0.004674 .0.887 87 32'-91/4 40 09 2 7050 14-0% 0.066 7 32-9% 2% (See Notes) 143'3 120 34.234 P0(12-0) PO(12'-O) 24-0 0.004674 75 32-9% 40.09 2.7050 167-3 0.782 35.016 Total(Pt) Route 23 88 30-8% 190.05 4 10-0 120 35.056 ••••• Route 24••••• Flow (q) from Route 25 0005875 90 30 81/2 - 14996 42600 10-0 0.059 90 30-8% 4 10-0 120 35.114 0003395 92 30'-81/2 11149 42600 10-0 0.034 92 308h/2 21/2 (See Notes) 2'O% 120 35.148 P0(120) 12-0 0004132 -0.887 32 9% " 3751 27050 14-0% 0.058 91 32'-9% 21/2 (See Notes) 143'3 120 34.319 PO(12'O) P0(12 0) 24-0 0004132 79 32'-9% 3751 27050 167 0.691 35.010 Total(Pt) Route 24 86 30-8% 4 10-0 120 34.964 ••••• Route 25•"•• 0009107 88 30'-81/2 19005 42600 10-0 0.091 35.056 Total(Pt) Route 25 43 31-4 66.88 21/2 (See Notes) 0-7% 120 35.166 •••• Route 26•"•• Flow (q) from Route 27 P0(12-0) 120 0.012044 0.264 42 3081/2 - . 66.88 2.7050 12-7% 0.152 35.583 Total(Pt) Route 26 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 10 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Equiv. Fitting (Foot) . Pf Friction Elev(Pe) Length) Fixed Pressure Losses, when Node 2 Elev 2 Total Flow Actual ID Length • LossPU ft er applicable, are added directly Total (Foot) (Q) (Foot) PSI Friction(Pf) to (Pt) and shown as a (Foot) negative value. 97 30-8% 21/2 (See 201/2 120 32.873 •••• Route 27 Notes) PO(12'O) 12-0 , 0.012044 -0.887 98 3291h 66.88 2.7050 1401/2 0.169 98 32-9% 21/2 (See 174'3% 120 32.155 Notes) PO(12'O) P0(12-0) 24-0 0.012044 0.623 43 31-4 66.88 2.7050 198-3% 2.388 - 35.166 Total(Pt) Route 27 121 30-8% 2% (See 2-0% 120 34.198 •••• Route 28 ..... Notes) 12-0 0.007996 , P0(12-0) -0.887 00— 14-0% 0.112 32-9% 53.60 2.7050 .,.. 120 32-9% 21/2 (See 173'-3 120 33.423 Notes) PO(12'O) Z, PO(12'-O) 24-0 0.007996 . 61 32-9% 53.60 2.7050 197-3 1.577 35.001 Total(Pt) Route 28 94 30-81/2 21/2 (See 2-0% 120 35.164 "" Route 29 ..... Notes) P0(12-0) 12-0 0.004039 -0.887 32-9% ft 14-0% 0.057 93 '' 37.05 2.7050 93 32'-9Y4 21/2 (See 143'3 120 34.333 Notes) PO(12'O) PO(12'-O) 24-0 0.004039 32'-9Y4 37.05 2.7050 167-3 0.676 35.009 Total(Pt) Route 29 90 3081/2 21/2 (See 2-0% 120 35.114 •••• Route 30 Notes) P0(1 2-0) 12-0 -0.887 89 32-9% 38.47 2.7050 0.004331 14-0% 0.061 89 32-9% 21/2 (See 143'3 120 34.288 Notes) PO(12'O) , 24-0 77 32-9% 38.47 2.7050 0.004331 P0(12-0) 167-3 0.724 35.012 Total(Pt) Route 30 12 4-0 8 (See 98-10% 150 57.251 "•• Route 31••••• Notes) T(44-8) 44-8 0.006908 11 -4-0 1-11 975.35 7.7100 143-6% 0.992 ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.O Remote Area #3 4/13/2016 11:31:44AM Page 11 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fillings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Fixed Pressure Losses, when (Foot) Pf Friction Loss Per Unit Fitting Length) Elev(Pe) 0 e Node 2 Elev 2 Total Flow Actual ID Length applicable, are added directly Total (Foot) w;V (Q) (Foot) (psi) Friction(Pf) to a negativ?v0wn 1uea5 (Foot) 11 4-0 8 (See 171'-0V2 150 58.242 Notes) 68'-11 0005033 01 82190 239'-111/2 1.208 10 4-0 77100 4EE(11 5%) E(22 11%) 59.450 Total(Pt) Route 31 11 4-0 8 (See 1415-81/2 150 58.242 ••••• Route 32••'•• Notes) 2055/2 0.000226 - 1621 2 0366 5 4-0 153.44 7.7100 4EE(1-5%), 5E(22-11%), . T(44'-8) 58.608 Total(Pt) Route 32 S CM, ©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 12 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 L Actual Inside Diameter 4.87 - Factor Schedule 40 Steel Pipe Inside Diameter) Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 MU ggdag 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 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 900 FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area #3 4/13/2016 11:31:44AM Page 13 Hydraulic Graph • Job Name: Shea Industrias . N 1.85 Remote Area Number: Remote Area #3 Date: 4/13/2016 100 - - - ______ ________ __________ _____________ _______________ _________________ Water Supply Summary Sheet Node: I 80- Static Pressure 74.000 70-- 1610.7571.883 1610.75 @ 57.270 60 En z 50-- (n 0- 40 - ____ ______ ________ 'System 38•°o° demand curve 3°-H 20 10-H 111111111 111111111 IIIIIIII III Pill I III II liii I I I I 450 2900 4350 5800 7250 8700 10150 11600 13050 14500 Flow - gpm IM,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.O 4/13/2016 11:31:51AM Paqe 1 Hydraulic Calculations for Project Name: Shea Industrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: Bldg 1 REMOTE ARE A 3 AND MEZZ 1.cad Calculation Date: 4/13/2016 Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler.- Type of sprinklers calculated No. of sprinklers calculated: remote Area # 4 Bldg 1 Mezzanine Light Hazard N/A 0.100g pm/ft2 1500.00ft2 (Actual 902.40ft2) 203.00ft2 Pendent 9 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 7 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 448.06 @41.015 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: STEVE SCOTT Authority Having JurisdictionCarlsbad Fire Department Notes: (&© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 remote Area #. 4/13/201611:32:19AM Page 1 I I Job Number: 15-821 Report Description: Light Hazard (remote Area #4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 43.793 Sprinkler 101 20.82 20.30 5.6 13.828 Sprinkler 102 21.32 20.30 5.6 14.491 c Sprinkler 103 20.30 20.30 5.6 13.141 Sprinkler 104 20.78 20.30 5.6 13.774 Sprinkler 105 24.04 20.30 5.6 18.425 Sprinkler 106 23.44 20.30 5.6 17.526 Sprinkler 107 22.24 20.30 5.6 15.778 Sprinkler 108 21.69 20.30 5.6 15.001 Sprinkler 109 23.41 20.30 5.6 17.483 c Most Demanding Sprinkler Data I I ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 4/13/2016 11:32:30AM Page 1 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Fitting (Foot) Pf Friction Elev(Pe) Length) Fixed Pressure Losses, when Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit applicable are added directly Total (Foot) (Q) (psi) Friction(Pf) to (Pf) and shown as a (Foot) negative value. 103 101-0 5.6 20.30 1 9-0 (See 120 13.141 •••••Route l••••• Notes) Sprinkler, E(2'-O) 2-0 0.133766 -0.434 58 11-0 20.30 1.0490 11,-U 1.471 58 11 -0 20.78 1 4 10-0 120 14.179 Flow (q) from Route 2 0129635 10 0 1296 65 111-0 41.08 1.3800 65 11 -0 21.69 1 (See 5'-8Y4 120 15.475 Notes) Flow (q) from Route 5 P0(60) 6-0 0.284001 11,-0 4 62.77 1.3800 it 81/ 3.322 62 11-0 3.41 + 23.44 2 - 12'120 18.797 _______ Flow (q) from Route 7 and 8 0.081668 12-0 0.980 54 11-0 109.63 2.2030 54 111-0 64.39 + 24.04 2 (See 30-2% 120 19.777 Flow (q) from Route 3 and 9 34-1% 0.243908 -9.431 - 64-4 15.691 56 32'91/4 198.06 2.2030 2T(13'-7%), E(6'-9%) 56 3291/ 2% (See 81 0 120 26.036 __________ ________ Notes) P0(12 U) 12- 0048646 47 32'-91/4 14223 27050 20'-0 0.973 47 32-9% 21/2 (See 2'U% 120 27.009 Notes) 12-0 0.887 30 8% 14223 27050 0048646 P0(12 U) 14 0% 0.683 46 30-8 /2 9.72 6 10-U 120 28.579 Flow (q) from Route 15 0000857 42 3081/2 15196 63570 100 0.009 42 30-81/2 2.97 6 (See 0-9 120 28.588 Notes) ' Flow (q) from Route 31 T(37'-8%) 37-8% 0.000888 41 30-81/2 154.92 6.3570 38-5% 0.034 41 30'8% 43.13 6 (See11-8% 120 28.622 Flow (q) from Route 11 E(17'-7%) 17-7% 0.001399 34 30-8% 198.06 6.3570 29 -3% 0.041 34 30-8% 6 2651/ 120 28.663 0001399 11.459 ... 26 5% 0.037 32 4 31/2 19806 63570 (.,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.54.0 remote Area #4 4/13/2016 11:32:42AM Page 1 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 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 Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. E (Foot) Pf Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev2 00) Total Flow (Q) Actual ID '(Foot) Friction(Pf) 32 431/2 ' 8 (See Notes) 7-10% 120 40.159 BV(14'-l%), 3fE(15'-31h), CV(52'-l0%) 112-9 0.000393 0.553 15 3-0 198.06 8.2490 120 - 4 73/ ' 0.047 15 3-0 8 3-6 120 40.760 0000393 1.517 14 4-6 19806 82490 3 6 0.001 14 -0-6 __ 8 (See Notes) 3'-6 140 42.279 E(31'-7%) 31-7% 0.000263 1.517 -4-0 1 ________ 198.06 ______ 8.4500 35-1% 0.009 13 4-0 8 (See Notes) 2931A 150 43.805 T(44 8) 0000362 12 4-0 19806 77100 7311% 0027 12 4-0 68.17 8 (See Notes) 98101/2 150 ' 43.832 Flow (q) from Route 37 T(44 8) 44-8 0.000625 11 4-0 26622 77100 143'-61/2 0.090 11 4-0 8 (See Notes) 171-01/2 150 43.922 4EE(11 5%) E(22 11%) 68-11 0000466 10 4-0 22698 77100 239 0112 10 4-0 8 (See Notes) 39'8 140 44.033 3E(31-7%), BFP(-6.000) 94-10% 0.000339 -9.104 17-0 226.98 8.4500 134-6 6.046 9 ______ 17-0 __________ __________ 8 ________ (See Notes) 5'-7% 150 40.975 T(44'-8) 44-8 0.000466 8 17-0 226.98 7.7100 5031/ 0.023 8 17-0 ' 12 (See Notes) 229'31/2 150 40.998 Water Supply 0.000072 1 17-0 226.98 11.3100 229-3% 0.017 0.00 41.015 Hose Allowance At Source Total(Pt) Route 1 448.06 104 10-0 5.6 20.78 ____ 1 ________ (See Notes) / 1-0 120 13.774 •••• Route 2 Sprinkler, 1(50) 5-0 0139716 -0.434 58 111-0 ____ 20.78 ,10490 _______ 6-0 0.838 14.179 Total(Pt) Route 2 © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.54.0 remote Area # 4 4/13/2016 11:32:42AM Page 2 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node I K-Factor Fl this step addedNominal ID Fittings& Equiv. Length (Foot) l Devices ; ni C Factor Total(Pt)Fitting/Device Notes (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Loss Per Unit Elev(Pe) Node 2 Elev 2 Ot (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 101 10-0 5.6 20.82 1 (See Notes) 9-0 120 13.828 ••••• Route 3 ..... Sprinkler, E(2 0) 20 0140221 0434 48 111-0 2082 10490 111-0 0 1.542 48 11-0 21.32 1% 10-0 120 14.936 Flow (q) from Route 4 0135881 52 111-0 P4 4214 1.3800 10-0 1.359 52 11-0 22.24 1% (See Notes) 5'-8% 120 16.295 Flow (q) from Route 6 P0(6-0) 6-0 0.297649 11,-0 64.39 4- 1.3800 11-8% 3.481 19.777 Total(Pt) Route 3 102 101-0 5.6 21.32 1 (See Notes) 1-0 120 14.491 ••.. Route 4 Sprinkler, T(5-0) 5-0 0.146437 -0.434 48 11-0 NO 21.32 1.0490 6-0 0.879 14.936 Total(Pt) Route 4 108 101-0 5.6 __ 21.69 ____________ 1 ________ (See Notes) 11-0 120 15.001 •••'• Route 5•••• Sprinkler, T(5'-O) 5-0 0.151196 -0.434 65 11,-U 21.69 1.0490 6-0 0.907 15.475 Total(Pt) Route 5 07 10-0 5.6 22.24 1 (See Notes) 11-0 120 15.778 •• Route 6 - Sprinkler, T(5'-U) -0.434 • 5-0 0.158427 2 11,-0 22.24 1.0490 6-U 0.951 16.295 Total(Pt) Route 6 109 101-0 5.6 23.41 1 (See Notes) 11-0 120 17.483 "" Route 7"" Sprinkler, T(5'-U) 5-0 0.174196 -0.434 72 11,-0 23.41 1.0490 6-0 1.045 72 111-0 1% (See Notes) 8'3% 120 18.094 P0(6-U) 6-0 .045815 0.045815 '-3% 70 11,-0 23.41 1.3800 14-3% 0.655 70 11,-0 2 10-0 120 18.750 0004696 62 11 0 2341 22030 10-U 0.047 18.797 Total(Pt) Route 7 (© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 remote Area #4 4/13/2016 11:32:42AM Page 3 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (1 Elev(Pe) Node 2 El::2 Total Flow Actual ID Total 'Foot Friction(Pf) 106 10-0 5.6 23.44 1 (See Notes) 1-0 120 17.526 •••'• Route 8••••• Sprinkler, T(5'-O) 5'O 0.174593 -0.434 66 11-0 23.44 1.0490 6-0 1.048 66 ii'-o 1y4 (See Notes) 8'3% 120 18.140 P0(6 0) 6-0 0045919 62 111-0 2344 13800 14 0.657 18.797 Total(Pt) Route 8 105 10-0 5.6 1 24.04 1 (See Notes) 1-0 120 18.425 "" Route 9 Sprinkler, T(5 0) : 0182864 -0.434 11 0 2404 10490 1.097 63 11-0 ______ - I i y4 (See Notes) 8'3% 120 19.089 P0(6 0) 6-0 0048094 54 111-0 2404 13800 14 0.688 19.777 Total(Pt) Route 9 7 4-0 250.00 8 (See Notes) 17'-0% 150 43.793 "" Route 1O Hose T(44'-8) 44-8, 0000557 6 4-0 25000 77100 61 8% 0034 6 4-0 . ________________ 8 (See Notes) 263'2% 150 43.828 4E(22'-113/4), T(44'-8) 136-61/2 0.000309 -4-0 181.83 7.7100 3998h 0.123 5 4-0 39.24 8 (See Notes) 15531/2 150 43.951 Flow (q) from Route 36 2EE(11'53%), E(22113/'4) , 45-114 0.000443 4 4-0 221.07 7:7100 201-2% 0.089 4 40 8 (See Notes) 39-8 140 44.040 3E(31 7%) BFP( 6000) 94-1Y4 0000322 -9.104 3 17'-0 221.07 84500 134 6 6043 3 17-0 8 (See Notes) 5'7% 150 40.980 T(44 8) 44-8 0000443 2 17'-0 22107 77100 50'-3% 0.022 2 17-0 12 18881/2 150 41.002 0.000069 1 17-0 221.07 11.3100 188-8% 0.013 41.015 Total(Pt) Route 10 (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 remote Area #4 4/13/2016 11:32:42AM Page Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Elev 2 Total Flow Node 2 (Foot) (Q) Actual ID Length (psi) applicable are added directly to (Pf) and shown as a Total (Foot) Friction(Pf) negative value. 117 30-8% 4 10 -0 120 28.593 Route 11 0.000232 11 . 0.002 121 30-8% 26.13 4.2600 121 30-8% 4 (See. 40'0 120 28.595 Notes) 17'11 86 3U'81/2 . 21.24 4.2600 0.000158 2fE(8'-11%) 57-11 0.009 86 30'81/2 21/2 (See 2'-O% 120 28.604 Notes) P0(12-0) 12'-0 -0.887 32-9% 3.88 2.7050 0.000062 14-0% 0 0.001 32-9% . 21/2 (See 143'3 120 27.718 Notes) P0(12-0) P0(12 0) 24'-0 0000062 69 32 9% 388 27050 167 0010 69 32-9% . 21/2 (See 2'-O% 1.20 27.728 Notes) 12-0 0.000062 0.887 14-0% 0.001 71 30'-81/2 3.88 2.7050 P0(12-0) 71 1 30-8/2 17.36 . 6 10-0 120 28.616 Flow (q) from Route 20 0.000022 64 30-8% ZONE- 21.24 6.3570 10,-0 0.000 64 1 3o8h 4.89 6 101-0 120 28.617 Flow (q) from Route 25 0000033 30'-81/2 11! MW ki M~'ik 2613 63570 101-0 0.000 57 1 3U8A 5.21 6 101-0 120 28.617 Flow (q) from Route 14 0000046 50 30 81/2 3134 63570 10 0 0.000 50 1 30-8A 5.63 6 10-0 120 28.617 . Flow (q) from Route 13 U 000063 101-0 0.001 45 30 81/2 3697 63570 45 3U8% 6.16 6 9-3 120 28.618 Flow (q) from Route 12 T(37'-8%) 37-8% 0.000083 41 30-8% 43.13 6.3570 46-11% 0.004 28.622 Total(Pt) Route 11 100 30-8% 43.13 2% 2-0% 120 28.585 •••.• Route 12 ..... 0(12-U), Flow (q) from Route 16 12-0 0 000146 -0.887 14 0% 0.002 99 32'-91/4 131 6.16 2.7050 (,© M.E.P.CAD, Inc. @11 AutoSPRINKO 12 v1 2.0.54.0 remote Area #4 4/13/2016 11:32:42AM Page 5 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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) . Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) :. Total Flow (Q) Actual ID Total (Foot) Frict,on(Pf) 99 32-9% 2½ (See Notes) 173'3 120 27.700 PO(12'O) P0(12 0) 24-0 0000146 44 32'-9%616 27050 197 0.029 44 32-91/4 21/2 (See Notes) 201/2 120 27.729 P0(12-0 120 0.000146 0.887 45 30-8% 6.16 2.7050 14-0% 0.002 28.618 Total(Pt) 'Route 12 100 30'-81/2 43.13 4 10-0 120 28.585 "••Route13••'•• Flow (q) from Route 16 0000441 3 30'-81/2 3697 42600 10-0 0.004 113 30-81/2 21/2 (See Notes) 2'01/2 120 28.590 P0(12-0) 12-0 0000124 -0.887 112 32 9% 563 27050 14-0% 0.002 112 32-9% 2% (See Notes) 173'3 120 27.704 P0(12-0) P0(12 0) 24-0 0000124 49 32'-9% 563 27050 197 0024 49 32-91/4 21/2 (See Notes) 201/2 120 27.728 P0(12 0) 12-0 0000124 0.887 50 30'-81/2 563 27050 14'-0'/2 0.002 28.617 Total(Pt) Route 13 113 30-81/2 4 10-0 120 28.590 "•• Route 14••••• 0000325 117 30'-81/2 3134 42600 10-0 0.003 117 30-81/2 21/2 (See Notes) 2'01/2 120 28.593 P0(12-U) 12-0 0000107 -0.887 116 32 9% 521 27050 14-0% 0.002 116 32-9% 21/2 (See Notes) 1733 120 27.707 P0(12-0) P0(12 0) 24-0 0000107 55 32'-91/4 521 27050 197 0021 55 32-9% 21/2 (See Notes) 2'01/2 120 27.728 P0(12 0) 12'-0 0000107 0.887 57 30'-81/2 521 27050 14--01/2 0.002 28.617 Total(Pt) Route 14 (,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.54.O remote Area #4 4/13/2016 11:32:42AM Page 6 Job Name: Shea Industrias Remote-Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Friction Loss Per Unit Fixed Pressure LossesPf when Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 110 30-81/2 55.82 4 10-0 120 28.573 ••••' Route 15•••'• Flow (q) from Route 30 0000037 114 30 8% 972 42600 10-0 0.000 114 30-8% 21/2 (See Notes) 2'O% 120 28.573 PO(12'O) 12-0 0.000027 -0.887 115 32-91A 2.49 2.7050 , 14-01/2 0.000 115 32-9% 21/2 (See Notes) 173'-3 120 27.686 P0(12-0) P0(12-0) 24'-0 0.000027 32-9% 2.49 2.7050 197-3 0.005 53 32-91/4 21/2 (See Notes) 2'-O% 120 27.691 P0(12-0) 12-0 0.000027 0.887 51 30-8% 2.49 2.7050 14-0% 0.000 51 30-8% 7.24 6 10-0 120 28.579 Flow (q) from Route 17 0.000005 46 30'-81/2 9.72 6.3570 10-0 0.000 28.579 Total(Pt) Route 15 110 30-8% 55.82 4 10-0 120 28.573 "•• Route 16..... Flow (q) from Route 30 0000663 97 30'-8Y2 4610 42600 10-0 0.007 30'-81/2 4 10-0 120 28.579 0000586 100 3081/2 4313 42600 10-0 0.006 28.585 Total(Pt) Route 16 114 30-8% 4 10-0 120 28.573 "•• Route 17..... 0000022 118 30'-81/2 724 42600 10-0 0.000 118 30-8% 21/2 (See Notes) 2'O% 120 28.573 P0(12-0) 12-0 0.000026 -0.887 119 32-9% 2.43 2.7050 14-0% 0.000 119 32-9% 21/, (See Notes) 173'3 120 27.686 P0(12-0) P0(120) 240 .000026 0.000026 '-3 60 32'-9% 2.43 2.7050 197-3 0.005 f, © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 remote Area # 4 4/1312016 11:32:42AM Page 7 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step 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) 60 32-9% 21/2 (See Notes) 2'O% 120 27.691 P0(12-0) 12-0 0.000026 0.887 30-8/ MUM59 2.43 2.7050 1401/2 0.000 59 30'-8/ 4.80 6 10-0 120 28.579 Flow (q) from Route 18 0.000003 51 30-8% 7.24 6.3570 F 100 0.000 28.579 Total(Pt) Route 17 118 30-8% 4 10-0 120 28.573 "•• Route 18••••• 0.000010 0 30-8% 4.80 4.2600 10-0 0.000 122 3081/2 21/2 (See Notes) 2'-O% 120 28.573 P0(12-0) 12-0 0.000026 -0.887 123 32-9% 2.41 2.7050 14'-0% 0.000 123 32-9% 21/2 (See Notes) 173'3 120 27.686 PO(12'O) P0(12-0) 24-0, 0.000026 68 32-9% 2.41 2.7050 197'-3 0.005 68 32'-9% 21/2 (See Notes) 2'O% 120 27.691 P0(12 0) 12.0 0000026 0.887 67 30 8% 241 27050 14 0% 0000 30-81/2 2.40 6 10-0 120 28.579 Flow (q) from Route 19 0.000001 59 30-8% 4.80 6.3570 , 10-0 0.000 28.579 Total(Pt) Route 18 122 30-81/2 4 101-0 120 28.573 Route 19.... 0000003 124 30 8% 240 42600 10 0 0.000 124 30-8% 21/2 (See Notes) 2'O% 120 28.573 PO(12'O) 12'-0 0.000026 0887 125 32-9% 2.40 2.7050 , 14-0% 0.000 125 32-9% 21/2 (See Notes) 173'3 120 27.686 P0(12-0) 240 0.000026 74 32-9% 2.40 2.7050 P0(12-0) ATOR 197-3 0.005 ,0 M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.54.0 remote Area #4 4/13/2016 11:32:42AM Page 8 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node I K-Factor Fl this step ow added Nominal ID Fittings & Devices Equiv. Length (Foot) LengthC (Foot) Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pf) and shown as a negative value. Filling (Foot) . Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 74 32-91/4 2% (See Notes) 201/2 120 27.691 P0(12 0) 12-0 0.000026 0.887 73 30 8% 2.40 2.7050 14 0% 0 000 73 30-8% 6 10-0 120 28.579 0.000000 67 30'-81/2 240 6.3570 10-0 0.000 28.579 Total(Pt) Route 19 75 32-91/4 3.66 21,4 (See Notes) 2-0% 120 27.728 ••••• Route 20 Flow (q) from Route 27 P0(12-0) 12-0 0.000056 0.887 30-81/2 3.66 2.7050 1401/2 0.001 76 3081/2 13.69 6 10,-0 120 28.616 Flow (q) from Route 21 0000015 71 30 81/2 1736 63570 10-0 0.000 28.616 Total(Pt) Route 20 77 32-9% 3.51 21/2 (See Notes) 2-0% 120 27.728 Route 21 Flow (q) from Route 35 P0(12 0) , 12-0 0000052 0.887 78 30'-8Y2 351 27050 14 0% 0001 78 30-81/2 10.18 6 10-0 120 28.616 Flow (q) from Route 22 0000010 30'-81/2 1369 63570 10-0 0.000 28.616 Total(Pt) Route 21 79 32-9% 3.43 21,4 (See Notes) 2-0% 120 27.728 .... Route 22 Flow (q) from Route 28 P0(12 0) 12'-0 0000049 0.887 80 30 81,4 343 27050 14 0% 0.001 80 30-8% 6.76 6 10-0 120 28.616 Flow (q) from Route 23 0000006 78 30'-81/2 1018 63570 10-0 0.000 28.616 Total(Pt) Route 22 81 32-91/4 3.38 21/2 (See Notes) 2-0% 120 27.728 • •• Route 23 Flow (q) from Route 34 P0(12-0 12-0 0.000048 0.887 82 3081A 3.38 2.7050 1401,4 0.001 ,©M.E.P.CAD, Inc. 4AutoSPRlNK®12v12.O.54.O remote Area #4 4/13/2016 11:32:42AM Page Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information , Node 1 Elev I (Foot) K-Factor ____ Flow added this step ____________ 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) Loss Per Unit Pf Friction Elev(Pe) Node 2 Elev 2 (Foot) P. Total Flow Actual ID Total (Foot) Friction(Pf) 82 3081/2 3.37 6 101-0 120 28.616 Flow (q) from Route 24 0.000003 80 30-8% 6.76 6.3570 10-0 0.000 28.616 Total(Pt) Route 23 83 32-9% 3.37 2½ (See Notes) 2-0% 120 27.728 •••• Route 24 Flow (q) from Route 26 P0(12-0) 12-0 0.000048 0.887 84 30-8% jt4: 3.37 2.7050 14.0% 0.001 84 3081/2 6 10-0 120 28.616 0.000001 308h/2 3.37 6.3570 lao 0.000 28.616 Total(Pt) Route 24 61 32-9% 4.89 21/2 (See Notes) 2-0% 120 27.728 Route 25 Flow (q) from Rou te 33 P0(12-0) 12-0 0.000095 0.887 64 30-8% 4.89 2.7050 14'-O% 0.001 28.617 Total(Pt) Route 25 92 30'-8% 4 10-0 120 28.607 "•• Route 26••••• 0.000019 94 308% 6.76 4.2600 10-0 0.000 t 30-81/2 4 101-0 120 28.607 0.000005 96 30-81/2 3.37 4.2600 10-0 0.000 96 30-8% 2% (See Notes) 20% 120 28.607 PO(12'O) 12-0 0000048 -0.887 95 32'-9% 337 27050 14 0% 0.001 95 32-9% 21/2 (See Notes) 1433 120 27.720 P0(120) P0(12-0) 24-0 0.000048 83 32-91/4 3.37 2.7050 1673 0.008 27.728 Total(Pt) Route 26 88 3081/2 1 1 17.36 2½ 2-0% 120 28.605 ••' Route 27 0(12-0), Flow (q) from Route 29 120 -0.887 87 32 91/ 366 27050 0000056 f, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 remote Area # 4 4/13/2016 11:32:42AM Page 10 Job Name: Shea Industrias Remote Area Number: remote Area #4 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 Si Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 87 32-9% 21/2 (See Notes) 143-3 .120 27.719 PO(120) P0(12-0) 24-0 0.000056 75 32-9% 3.66 2.7050 167-3 0.009 27.728 Total(Pt) Route 27 88 3081/2 17.36 4 10-0 120 28.605 •••••Route28•• Flow (q) from Route 29 0000070 90 30 81/2 1369 42600 10-0 0.001 90 30-8% 4 10-0 120 28.606 0.000041 30-8% 10.18 4.2600 10-0 0.000 92 30-8 % 2% (See Notes) 2'O% 120 28.607 P0(12-0) 12-0 0000049 -0.887 91 32'-9% 343 27050 14-0% 0.001 91 32-9% 21/2 (See Notes) 143'3 120 27.720 P0(120) P0(12 0) 24-0 167'-30000049 79 32'-9Y4 343 27050 0008 27.728 Total(Pt) Route 28 86 30-8% 4 101-0 120 28.604 •••"Route 29••••• 0000109 30'-81/2 1736 42600 10 0 0.001 28.605 Total(Pt) Route 29 56 32-9% 21/2 (See Notes) 165-3 120 26.036 " Route 30 P0(12 0) 12-0 0008622 111 32'-9% 5582 27050 177 1.528 111 32-9% 21/2 (See Notes) 2'0% 120 27.564 P0(12-0) 12-0 0.008622 0.887 110 30-8% 55.82 2.7050 14-0% 0.121 28.573 Total(Pt) Route 30 43 31-4 2.97 21/2 (See Notes) 07% 120 28.323 ••••• Route 31 Flow (q) from Route 32 P0(12-0) 12-0 0.000038 0.264 42 30-81/2 2.97 2.7050 12-7% 0.000 28.588 Total(Pt) Route 31 ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.54.O remote Area #4 4/13/2016 11:32:42AM Page 11 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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) Pf F Loss Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 97 30'-8/ 21/2 (See Notes) 20% 120 28.579 •••• Route 32 P0(12-0) 12-0 0.000038 -0.887 98 32'-9% 2.97 2.7050 14-0% 0.001 98 32-9% 21/2 (See Notes) 174'3% 120 27.693 PO(12'O) P0(12-0) 240 0.000038 0.623 43 31-4 . 2.97 2.7050 198-3% 0.008 28.323 Total(Pt) Route 32 121 30-8% 21/2 (See Notes) 2-0% 120 28.595 •••" Route 33•••• P0(12-0) 12-0 0.000095 -0.887 00— 32 9% 4 89 2 7050 14-0% 0.001 120 32-9% 21/2 (See Notes) 1733 120 27.709 P0(12-0) Z P0(12 0) 24-0 0000095 61 32 9% 489 27050 197 3 0019 27.728 Total(Pt) Route 33 94 30-8% 21/2 (See Notes) 2-0',4 120 28.607 •••• Route 34 ..... PO(12.0) 120 0.000048 0887 93 32'-9% 3.38 2.7050 140% 0.001 93 32'-9% 21/2 (See Notes) 143'-3 120 27.720 P0(120) P0(12-0) 24-0 0.000048 32-9% 3.38 2.7050 167-3 0.008 27.728 Total(Pt) Route 34 90 30-8% 21/2 (See Notes) 2-0% 120 28.606 ••• Route 35 P0(120) 120 0.000052 -0.887 89 32-9%3.51 - 2.7050 1401/2 0.001 89 32-9% 2% (See Notes) 1433 120 27.719 PO(120) P0(12 0) 24-0 16T-31 0000052 77 32'-9% 351 27050 0009 27.728 Total(Pt) Route 35 11 4-0 8 (See Notes) 1415-81/2 150 43.922 ••••• Route 36••••• 4EE(115%) 5E(22 11%) 1(44-8) 2055h/2 0000018 5 40 3924 77100 1621 2 0029 43.951 Total(Pt) Route 36 (,©M.E.P.CAD, Inc. AutoSPRlNK®12 v12.O.54.0 remote Area #4 4/13/2016 11:32:42AM Page 12 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 'Foot' K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Fixed Pressure Losses, when (Foot) Pf Friction Loss Per Unit Fitting Length) Elev(Pe) Elev 2 . Total Flow Node 2 (Foot) (Q) Actual ID Length (psi) directly applicable are added to (Pf) and shown as a Total (Foot) Friction(Pf) negative value. 6 4-0 8 86-9% 150 43.828 •••• Route 37 00 00050 86 9% 0.004 12 4-0 68.17 7.7100 43.832 Total(Pt) Route 37 S , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 remote Area # 4 4/13/2016 11:32:42AM Page 13 Job Name: Shea Industrias Remote Area Number: remote Area # 4 Date: 4/13/2016 Actual Inside Diameter 4.87 Factor I 1 \ Schedule 40 Steel Pipe Inside Diameterj Value OfC 100 130 140 150 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 PipeValve 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 Ply Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Flow Turn 90° Tr Tee Run U Union ~Tee WirF irsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 remote Area #4 4/13/2016 11:32:42AM Page 14 S lie 14500 11600 13050 5800 8700 7250 10150 Flow - gpm f,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.054.0 4/13/2016 11:32:50AM Paqe 1 0 40 Job Name: Shea Industrias Remote Area Number: remote Area # 4 100- 30 20 10 9C BC 7C 60 Water Supply I Summary Sheet Node: I Available Static Pressure 448.06 Supply a 73.801 74.000 - 448.06 41.015 __00@38.000____ System demand curve li••1IHIIIII IllIltIll tlllllltl 111111(11 111111111 III II liii I I I I I I I I I Hydraulic Graph S N 1.85 Date: 4/13/2016 Hydraulic Calculations for Project Name: Shea Industrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: 3-16-16 Bldg 2 Remote Area 1 & 2.cad Design Remote Area Number: ( (ESF~!?~, Remote Area # 1 Remote Area Location: Occupancy Classification: Commodity Classification: l-IV Density: 50.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 Calculation Date: 4/13/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 7 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1610.91 @56.550 Water Supply Information: Name of Contractor: Address: 'Phone Number: Name of designer: STEVE SCOTT Authority Having Jurisdiction:Carlsbad Fire Department Notes: 1&©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 Remote Area # 4/13/201611:34:59AM Page 1 I I Job Number: 15-821 Report Description: ESFR (Remote Area # 1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.266 Sprinkler 101 113.95 112.70 25.2 20.445 Sprinkler 102 114.06 112.70 25.2 20.485 Sprinkler 103 114.50 112.70 25.2 20.645 Sprinkler 104 112.72 112.70 25.2 20.007 Sprinkler 105 112.84 112.70 25.2 20.050 Sprinkler 106 113.32 112.70 25.2 20.220 c Sprinkler 107 112.70 112.70 25.2 20.000 Sprinkler 108 112.82 112.70 25.2 20.044 Sprinkler 109 113.30 112.70 25.2 20.216 Sprinkler 110 113.31 112.70 25.2 20.219 Sprinkler . 111 113.44 112.70 25.2 20.266 Sprinkler 112 113.95 112.70 25.2 20.448 Most Demanding Sprinkler Data I ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 4/13/2016 11:35:10AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) . Pf ction Elev(Pe) q Equiv. Length) Fixed Pressure Losses, when ft-llil Elev 2 Total Flow Loss Per Unit applicable, are added directly Total . Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (psi) to (Pt) and shown as a (Foot) (Foot) negative value. 107 32-3% 25.2 112.70 21/2 (See 90 120 20.000 ••• Route I Notes) Sprinkler 0.000757 9-0 0.007 104 32-3% 14.99 2.7050 104 3231/4 25.2 112.72 21/2 (See 111 0 120 20.007 Notes) Sprinkler 0039853 11-0 0.438 32 3% 12770 27050 E 32-3% 25.2 113.95 21,4 (See 46'2 120 20.445 Sprinkler, 12-0 0.129684 0.050 ___________ __ ___________ ________ Notes) P0(12-0) 32-1% : 241.65 2.7050 58-2 7.542 31 32-1% 2½ (See 1'.11% 120 28.037 Notes) 12-0 0.129684 0.838 P0(12-0) 32 30-2% 241.65 2.7050 13-11% 1.807 32 30-21/2 6 10,-0 120 30.682 0.002022 36 30'-21/2 241 65 6 3570 10-0 0.020 36 3021/2 241.22 6 10-0 120 30.702 Flow (q) from Route 3 0007276 38 30 21/2 48287 63570 10 0 0.073 38 30-2% 240.01 6 10-0 120 30.775 Flow (q) from Route 5 0.015349 ., , 10-0 0.153 30-2% J 722.88 6.3570 41 30-21/2 55.42 6 10-0 120 30.928 Flow (q) from Route 2 0.017597 10-0 0.176 44 30-2% 778.30 6.3570 44 30-21/2 43.97 6 10-0 120 31.104 Flow (q) from Route 18 0.019480 10,-0 0.195 47 30-2% 822.26 6.3570 47 30-2% 32.83 6 (See 40'0 120 31.299 Notes) Flow (q) from Route 19 . 2fE(12'-7) 25-1% 0.020943 18 30'-21/2 855.09 6.3570 65-1% 1.364 18 30-2% . 49.54 6 10-0 120 32.663 Flow (q) from Route 14 0.023243 20 30-2% 904.63 6.3570 10-0 0.232 t,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 . Remote Area # 1 4/13/2016 11:35:23AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 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 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) 20 1 30-24 45.50 6 10-0 120 32.896 Flow (q) from Route 15 0025452 22 30 21/2 95013 63570 10 0 0.255 22 302/2 43.32 6 10,-U 120 33.150 Flow (q) from Route 16 0027640 24 30 21/2 77777-7 99345 63570 10 0 0.276 24 30-2/2 42.99 6 10,-U 120 33.427 Flow (q) from Route 8 0029893 30 21/2 103644 63570 101-0 0.299 E 27 3021/2 44.44 6 (See 1-9 120 33.726 7 Flow (q) from Route 17 fT(31 514) 31-5% 0.032307 28 30'-21/2 1080.88 6.3570 33'-2% 1.072 28 30'2% 280.03 6 (See Notes) 0-0 120 34.798 Flow (q) from Route 9 fE(12 7) 12-7 0049477 0.397 26 29 3% Y-o 136091 63570 12 0622 26 29-3% 8 (See Notes) 201'01/2 120 35.817 E(21 1%) 21'-1A 0013911 0.007 16 29 31/2 136091 82490 222 2% 3091 16 29-3% 8 (See Notes) 31'8 120 38.915 BV(14'-1 %) fT(38 9) 2fE(15'3%), CV(52'10%) 136'-3 0013911 11.745 2 2% 136091 82490 167-11 2.336 13 2-2% 8 3-6 120 52.996 0013911 1.517 14 1 3% 136091 82490 T-6 0.049 14 -1-3% 8 (See Notes) 2'8% 140 54.563 E(31'-7%) 31-7% 0009302 1.163 15 4-0 136091 84500 0319 15 4-0 8 (See Notes) 291% 150 56.045 1(44 8) 44-8 0012794 12 4'-0 136091 77100 73 9~ 0.944 12 4-0 8 (See Notes) 25'2% 150 56.989 T(44 8) 44-8 0007652 5 4-0 103081 77100 69 10% 0.535 &,©M.E.P.CAD, Inc. M11 AutoSPRlNK®12v12.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (Foot) Pf Friction Fitting Length) Elev(Pe) (q) E Fixed Pressure Losses, when Node 2 Elev 2 j.Total Flow Actual ID Length Loss Per Unit (psi) applicable are added directly Total (Foot) (Foot) Friction(Pf) to (PQ and shown as a 'Foot' negative value. 5 40 8 (See 155-31/2 150 57.524 ______________ _______ Notes) 45-11% 4 4-0 87320 77100 0005630 2EE(11 5%) E(22--1 1 %) 201'-2% 1.133 4 -4-0 8 (See 39'8 140 58.656 Notes) 94-10% 0004093 -9.104 3 17'-0 87320 84500 3E(31'-7/2), BFP( 6000) 134 6 6.551 - 3 17-0 8 (See 5'7% 150 56.103 Notes) 0005630 T(44'-8) Am 17'-0 87320 77100 0283 2 17-0 12 (See 188'-8% 150 56.386 Notes) Water 0.000871 1 17-0 873.20 11.31004. 188-8% 0.164 0.00 56.550 Hose Allowance At Source 1 1610.91 Total(Pt) Route 1 107 32-3% 25.2 112.70 21/2 (See 9-0 120 20.000 •••• Route 2 - Notes) Sprinkler 0024289 110 32'-3Y4 9771 27050 91-0 0.219 lrmi Ili j.10 32-3% 25.2 113.31 21/2 (See 44'-O% 120 20.219 Sprinkler, 12'-0 0100929 Notes) P0(120) — 21102 27050 323%1111112 560% 5657 51 32-3% 21/2 (See 2'0% 120 25.875 Notes) 12-0 0.100929 0.887 P0(12-0) 52 30'-2% 211.02 2.7050 14'-O% 1.418 52 30-2% 4 10-0 120 28.180 0010442 101-0 0.104 54 30 2% I 010 21102 43100 54 30-2 ,4 211.94 4 10,-U 120 28.285 Flow (q) from Route 4 0.037793 56 30-2% 422.97 4.3100 0.378 56 30-2A 215.06 4 10-0 120 28.663 Flow (q) from Route 6 0080855 101-0 0.809 58 30 2% 63803 43100 .,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area# 1 4/13/2016 11:35:23AM Page 3 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe _Information Node 1 Elev 1 (Foot) K-Factor Flow added this step ____________ 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) Loss Pf Friction 5 e 1 nit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 58 30-2% 21/2 (See Notes) 201/2 120 29.471 P0(120) 120 0008506 0887 57 32 31/4 5542 27050 14 0% 0.119 57 32-3% __________ 21/2 _______ (See Notes) 1192 120 28.703 P0(12-0) P0(12-0) 24'-0 0.008506 39 32-3% 55.42 2.7050 143-2 1.218 39 32-3% 21/2 (See Notes) 2'0'/2 120 29.921 P0(12-0) 12-0 0.008506 0.887 _ 30-2% 55.42 2.7050 1401/2 0.119 30.928 Total(Pt) Route 2 108 32-3% 25.2 112.82 21/2 (See Notes) 9-0 120 20.044 •••••Route 3••••• Sprinkler 0000696 105 32 3% - 01. MM 1433 27050 9 -0 0.006 105 3231h 25.2 112.84 2% (See Notes) 111 0 120 20.050 Sprinkler 0.039544 102 32-3% 127.17 2.7050 11-0 0.435 102 3231/4 25.2 114.06 21/2 (See Notes) 4611/2 120 20.485 Sprinkler, P0(12-0) 120 0.129262 35 32-3% 241.22 2.7050 58-1% 7.513 32-3% 21/2 (See Notes) 2.7050 2'O% 120 27.999 P0(12-0) 12-0 0.129262 0.887 36 30'-2% 241.22 1.816 30.702 Total(Pt) Route 3 108 32-3 % 25.2 112.82 2% (See Notes) 9'O 120 20.044 •••••Route4 •"•• Sprinkler 0024651 111 32 31/4 9850 27050 9 0 0.222 111 32-3% 25.2 113.44 21/2 (See Notes) 44'01/2 120 20.266 Sprinkler, P0(12 0) 12-0 0101742 53 32'-3% 21194 27050 56 01/2 5702 53 32-3% 21/2 (See Notes) 2'O% 120 25.968 P0(12-0) 12'-0 0.101742 0.887 54 30-2% 211.94 2.7050 14-0% 1.429 28.285 Total(Pt) Route 4 f,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.54.O Remote Area # 1 4/13/2016 11:35:23AM Page Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Loss Per Unit Elev(Pe) Equiv. Length) Fixed Pressure Losses, when Node 2 Elev 2 1j? Total Flow Actual ID Length Si applicable are added directly Total (Foot) (Foot) Friction(Pf) to (P1) and shown as a (Foot) negative _value. 109 32-3% 25.2 113.30 21/2 (See 90 120 20.216 ••••• Route 5••••• Notes) Sprinkler 0.000517 9-0 0.005 106 32-3% 12.19 2.7050 106 32-3% 25.2 113.32 21/2 (See 110 120 20.220 Notes) Sprinkler 0.038597 103 32-3% 125.51 2.7050 11-0 0.425 103 32-3% 25.2 114.50 21,4 (See 461% 120 20.645 Notes) Sprinkler, P0(12-0) 12-0 0.128063 32-3/ 240.01 2.7050 58'-l% 7.444 37 32-3% 21/2 (See 20% 120 28.088 Notes) • P0(12-0) 12-0 0.128063 0.887 ______ 38 __________ 30-21/2 ______ __________ 240.01 _______ 2.7050 14-0% 1.799 30.775 Total(Pt) Route 5 109 32-3% 25.2 113.30 21,4 (See 91-0 120 20.216 ••••• Route 6 Notes) Sprinkler 0.025874 112 32-3% 101.11 2.7050 9-0 0.233 112 32-3% 25.2 113.95 21/2 (See 440% 120 20.448 Notes) Sprinkler, P0(12-0) 12-0 0.104532 55 32-3% ON 215.06 2.7050 56-0% 5.859 32-3% 21/2 (See 201,4 120 26.307 Notes) P0(12-0) 12-0 0.104532 0.887 56 3021A 215.06 2.7050 14-0% 1.468 28.663 Total(Pt) Route 6 7 4-0 250.00 8 (See 17-0% 150 57.266 •••• Route 7 ..... Notes) Hose 44-8 6 4-0 25000 77100 0000557 T(44'-8) 61 8% 0034 6 4-0 330.10 8 (See 185-7',4 150 57.301 Notes) Flow (q) from Route 33 T(44-8) 44-8 0.002642 11 -4-0 580.10 7.7100 0.608 11 4-0 157.61 8 (See 17101/2 150 57.909 Notes) Flow (q) from Route 34 4EE(11-5%), E(22-11%) 68-11 0.004121 10 -4-0 737.71 7.7100 239-11% 0.989 f,© M.E.P.CAD, Inc. TJAutoSPRlNK® 12 v1 2.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page 5 Job Name: Shea Industrials Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step 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 (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pt) 10 4-0 8 (See Notes) 39'8 140 58.898 3E(31 71,4) BFP(6000) 94-10% 0002996 -9.104 9 17'-0 73771 84500 134 6 6403 9 17-0 8 (See Notes) 57¼ 150 56.197 T(44 8) 44-8 0004121 8 17'-0 73771 77100 50 0.207 8 17-0 12 150 56.404 0000638 17'-0 73771 1 113100 229-3% 0.146 56.550 Total(Pt) Route 7 23 32-3% 42.99 21/2 (See Notes) 2-01/2 120 32.465 Route 8.. Flow (q) from Route 26 P0(12-0) 12-0 0.005318 0.887 24 30-2% 42.99 2.7050 14-0% 0.075 33.427 Total(Pt) Route 8 29 30 32-3% 30-2% 59.10 21/2 59.10 2.7050 (See Notes) 2-0% 120 33.670 •••• Route 9 Flow (q) from Route 21 P0(1 2-U) 12-0 0.009581 0.887 14-0% 0.135 30 30-21/2 220.93 6 (See Notes) 8'-3 120 34.692 Flow (q) from Route 10 fT(31'-5%) 31 0.002656 30-21/2 280.03 6.3570 39-8% 0.105 34.798 Total(Pt) Route 9 33 32-3% 56.90 21/2 (See Notes) 2-0% 120 33.662 ••• Route 10 Flow (q) from Route 28 P0(120) 12-0 , 0008931 0.887 34 3021/2 5690 27050 1401/2 0.125 34 30-21/2 164.04 6 10-0 120 34.675 Flow(q)from Route 11 0001713 30 30 2% 22093 63570 10-0 0.017 34.692 Total(Pt) Route 10 40 3231h 55.59 21/2 (See Notes) 2-01/2 120 33.658 • •.• Route 11 • •.. Flow (q) from Route 29 P0(12-0) 12-0 0.008557 0.887 42 30-2% . 55.59 2.7050 14-0% 0.120 (.,©M.E.P.CAD, Inc. AutoSPRINK®2v12.O.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 42 30-2% 108.44 6 10-0 120 34.665 Flow (q) from Route 12 0000987 34 30 21/2 16404 63570 10-0 0.010 34.675 Total(Pt) Route 11 46 32-3% 54.98 2% (See Notes) 2-0% 120 33.656 •.•• Route 12 Flow (q) from Route 30 P0(12-0) 12,0 0.008382 0.887 48 30-2% 54.98 2.7050 14-0% 0.118 48 30'-2/2 53.46 6 10-0 120 34.661 Flow (q) from Route 13 0.000459 30-2% 108.44 6.3570 , 10-0 0.005 34.665 Total(Pt) Route 12 49 32-3% 53.46 2% (See Notes) 2'-O% 120 33.660 " Route 13 Flow (q) from Route 31 P0(12'-O) 12-0 0.007960 0.887 50 30-2% 53.46 2.7050 14-0% 0.112 50 30-2% 6 10-0 120 34.659 0000124 48 30'-21/2 5346 63570 100 0.001 34.661 Total(Pt) Route 13 . 32-3% 49.54 21/2 (See Notes) 2'-0½ 120 31.679 ••••• Route 14 ..... Flow (q) from Route 22 P0(12-0) 12-0 0.006912 0.887 18 30-2% 49.54 2.7050 14-0% 0.097 32.663 Total(Pt) Route 14 19 32-3% 45.50 21/2 (See Notes) 2-0% 120 31.925 •••• Route 15• Flow (q) from Route 24 P0(12 0) 12-0 0005907 0.887 20 30'-21/2 - 4550 27050 14 0% 0.083 32.896 Total(Pt) Route 15 21 32-3% 43.32 2% (See Notes) 2-0% 120 32.187 Route 16 ..... Flow (q) from Route 25 P0(12-0) 12-0 , 0.005392 0.887 22 30-21/2 43.32 2.7050 14-0% 0.076 33.150 Total(Pt) Route 16 25 32-3% 44.44 21/2 (See Notes) 2-0% 120 32.759 ••• Route 17 ..... Flow (q) from Route 27 P0(12-0) 120 0.005654 0.887 27 3021/2 44.44 2.7050 14-0% 0.079 , © M.E.P.CAD, Inc. 0,11 AutoSPRINK® 12 02.054.0 Remote Area # 1 4/13/2016 11:35:23AM Page 7 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) FittinglDevice (Equivalent Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Equiv. Length) Fixed Pressure Losses when Node 2 Elev 2 Total Flow Actual ID Length applicable, are added directly Total (Foot) (Q) (Foot) (Foot) PSI Friction(Pf) to (Pf) and shown as a negative value. 33.726 Total(Pt) Route 17 43 32-3% 43.97 21/2 (See 2-01/2 120 30.139 ••••• Route 18 ..... Notes) Flow (q) from Route 23 12-0 , 0.887 MY - ________ 44 30-2% 43.97 2.7050 0.005543 P0(12-0) 1401,4 0.078 31.104 Total(Pt) Route 18 45 32'-3% 32.83 21/2 (See 201/2 120 30.366 •••• Route 19 Notes) Flow (q) from Route 20 P0(12-0) 12-0 0.003229 0.887 47 . 14-0% 0.045 30-2% 32.83 2.7050 31.299 Total(Pt) Route 19 62 30-2% 538.65 21/2 2'-016 120 30.746 ••••• Route 20. 0(12-0), Flow (q) from Route 32 12-0 0003229 -0.887 14 0% 0.045 61 32'-3% 3283 27050 61 32-3% 21/2 (See 1192 120 29.904 Notes) P0(120) P0(12-0) 24-0 0.003229 45 32-3% 32.83 2.7050 143-2 0.462 30.366 Total(Pt) Route 20 62 30-21/2 538.65 4 10-0 120 30.746 ••••• Route 21•"•• Flow (q) from Route 32 0052618 64 30'-21/2 50582 43100 10-0 0.526 I- 30-2% 4 10-0 120 31.272 0043484 10-0 0.435 66 30'-21/2 45628 43100 66 30-21/2 4 10-0 120 31.707 0.035803 68 30'-2% 410.78 4.3100 0.358 68 30-21/2 4 10-0 120 32.065 0.029133 100 0.291 70 30-2% 367.46 4.3100 70 30-2% 4 10-0 120 32.356 0023143 :72130 2% 32447 43100 10-0 0.231 © M.E.P.CAD, Inc. Tfl AutoSPRINK® 12 02.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page 8 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 72 30'-2Y2 4 10-0 120 32.588 0017623 74 30 2% 28003 43100 10-0 0.176 74 30-2% 21/2 (See Notes) 201/2 120 32.764 PO(12'O) 12-0 0.009581 -0.887 73 32-3% 59.10 2.7050 14-0,,4 0.135 73 32-3% 2% (See Notes) 149'2 120 32.011 P0(1 2'O) P0(12-0) 24-0 0.009581 32-3% 59.10 2.7050 173-2 1.659 33.670 Total(Pt) Route 21 64 30-21/2 21/2 (See Notes) 2-0% 120 31.272 ..•• Route 22 ..... PO(12'O) 12-0 0006912 -0.887 63 32 31/4 r 4954 27050 14 0% 0.097 63 32'-3% 2½ (See Notes) 149'2 120 30.482 PO(12'O) P0(12-0) 24-0 0.006912 17 32-3% 49.54 2.7050 173-2 1.197 31.679 Total(Pt) Route 22 58 30-2% T 4 10-0 120 29.471 ••••• Route 23•"•• 0.068344 30-2% 582.61 4.3100 10-0 0.683 60 30-2% 21/2 (See Notes) 2'0½ 120 30.155 PO(12'O) 12 0 0.005543 0887 59 32-3% 43197 2.7050 14-0% 0.078 59 32-3% 2% (See Notes) 119'2 120 29.345 PO(12'O) P0(12-0 24-0, 0.005543 43 32-3% 43.97 2.7050 143-2 0.794 30.139 Total(Pt) Route 23 66 30-2% [ 21,4 (See Notes) 2-0% 120 31.707 ••••• Route 24 ... PO(12'O) 12-0 0005907 -0.887 65 32'-3% 4550 27050 14 01,4 0.083 65 32-3% 21,4 (See Notes) 149'2 120 30.903 PO(12'O) P0(12 0) 24-0 0005907 19 32'-3% 4550 27050 173'-2 1.023 , 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page 9 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) -1 31.925 Total(Pt) Route 24 68 302l/2 21/2 (See Notes) 201/2 120 32.065 .... Route25•"•• P0(12-0) 12'-0 0.005392 0887 67 32'-3% 43.32 2.7050 14-0, 1/2 0.076 67 32-3% 21/2 (See Notes) 149'2 120 31.253 PO(12'O) P0(12-0) 24'-0 0.005392 21 32'-3% 43.32 2.7050 1732 0.934 32.187 Total(Pt) Route 25 30'-2/ 21/2 (See Notes) 201/2 120 32.356 •••• Route 26 ..... PO(12'O) , 12-0 0.005318 -0.887 69 32-3% 42.99 2 7050 14-0% 0.075 69 32'3h/4 21/2 (See Notes) 149'2 120 31.544 P0(120) P0(12-0) 24'-Q 0.005318 23 32-3% 42.99 2.7050 173-2 0.921 32.465 Total(Pt) Route 26 72 30-2% ________ ______ __________ 21/2 ________ (See Notes) 2'O% 120 32.588 •••• Route 27 ... P0(12-0) 12-0 0005654 -0.887 71 32'-3% 4444 27050 14-0% 0.079 .32-3% __________ 2% (See Notes) 149'2 120 31.780 P0(12-0) P0(12-0) 24-0 0.005654 25 32-3% 44.44 2.7050 173-2 0.979 32.759 Total(Pt) Route 27 74 30-2% 4 10-0 120 32.764 •••• Route 28 ..... 0.011367 76 30'-21/2 W .220.93 4.3100 , 10-0 0.114 76 30-21/2 21/2 (See Notes) 20% 120 32.878 PO(12'O) 12-0 0.008931 -0.887 75 32-3% 56.90 2.7050 14-0% 0.125 75 32-3% 21/2 (See Notes) 149'2 120 32.116 P0(12-0) PO(12'-O) 24-0 0.008931 33 32-3% 56.90 2.7050 173-2 1.547 33.662 Total(Pt) Route 28 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page 10 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 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 (P1) and shown as a negative value. Fitting (Foot) Pf Friction Los: Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 76 30-2% 4 10-0 120 32.878 •••••Route 29••••• 0.006552 78 30-2% 164.04 4.3100 10-0 0.066 78 3021/2 21/2 (See Notes) 2'-0V2 120 32.943 P0(12-0) 12-0 0.008557 -0.887 77 32'-31/4 55 59 2 7050 14-0% 0.120 77 32-3% 21/2 (See Notes) 149'2 120 32.176 PO(12'O) P0(12-0) 0.008557 32-3% 55.59 2.7050 1.482 33.658 Total(Pt) Route 29 78 3021,4 4 10-0 120 32.943 •••• Route 30 0003047 80 30 21,4 10844 43100 10-0 0.030 80 30-21/2 21/2 (See Notes) 2'01,4 120 32.974 PO(120) 12-0 0.008382 -0.887 79 32-3% 54.98 2.7050 14-0% 0.118 79 32-3% 21/2 (See Notes) 149'2 120 32.204 P0(120) P0(12-0) 24'-0 0.008382 46 32-3% 54.98 2.7050 173-2 1.452 33.656 Total(Pt) Route 30 80 30-21/2 4 9-0 120 32.974 •••• Route 31 0.000823 82 30-2% 53.46 4.3100 0.007 82 3021/2 21/2 (See Notes) 2'O% 120 32.981 PO(12'O) 12-0 0007960 -0.887 81 32'-3% 5346 27050 14 0% 0.112 81 32-3% 21/2 (See Notes) 150'2 120 32.205 P0(1 2'O) 2fE(4 3%) P0(12 0) 32-7% 0.007960 49 32 3% AW 53 46 2 7050 182 1 33.660 Total(Pt) Route 31 60 30-21/2 4 10-0 120 30.155 ••• Route 32 0059110 62 30 21/2 53865 43100 10-0 0.591 , © M.E.P.CAD, Inc. 11 AutoSPRlNK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM . Pagel 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Elev 2 Total Flow Node 2 Actual ID Length (psi) applicable are added directly Total (Foot) (Q) Friction(Pf) to (Pf) and shown as a (Foot) negative value. 30.746 Total(Pt) Route 32 12 -4'0 8 (See 237-11% 150 56.989 •••••Route 33••••• Notes) 97'-0 6 4-0 33010 77100 0000931 4E(22 11%) PIV(5 11/4) 33:11% 0312 57.301 Total(Pt) Route 33 4-0 8 (See 141581/2 150 57.524 •••••Route 34••••• Notes) T(44'8) 210'-63/4 11 4 0 15761 77100 1626-31/40000237 5E(22 )( 5%) 0386 57.909 Total(Pt) Route 34 (,©M.E.P.CAD, Inc.,fl AutoSPRlNK®12v12.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page 12 Job Name: Shea Industrias Remote Area Number: Remote Area # 1 Date: 4/13/2016 ja,l Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter) = Factor F Value Of C Multiplying Factor 100 130 140 150 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer Tee Flow Turn 90° Tr Tee Run U Union 6wi rF Wirsbo WMV Water Meter Valve Z Cap S , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 1 4/13/2016 11:35:23AM Page 13 Hydraulic Graph • Job Name: Shea Industrias N 1.85 Remote Area Number: Remote Area # 1 Date: 4/13/2016 100— Water Supply Summary Sheet Node: 1 80— Static Pressure 74.000 70— 1610.91 ©71.87 - 60 1610.91 56.55 7450.00 38.000 System demand curve 30 20 i: :IIIIM ______ ________ ItIIIIII 11111 I III I 11111 II I I I I I I I 2900 4350 5800 7250 8700 10150 11600 13050 14500 450 Flow - gpm 1&© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.54.0 4/13/2016 11:35:31AM Paqe 1 Hydraulic Calculations for Project Name: Shea Industrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: 3-16-16 Bldg 2 Remote Area 1 & 2.cad Design Remote Area Number: Remote Area # 2 Remote Area Location: Bldg 2 Occupancy Classification: ESFR Commodity Classification: Class l-IV Density: 50.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 Calculation Date: 4/13/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 7 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1621.98@57.172 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: STEVE SCOTT Authority Having JurisdictionCarlsbad Fire Department Notes M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.54.0 Remote Area # 4/13/201611:36:19AM Page 1 Job Number: 15-821 Report Description: ESFR (Remote Area # 2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.860 Sprinkler 201 115.47 112.70 25.2 20.997 Sprinkler 202 114.92 112.70 25.2 20.795 Sprinkler 203 113.49 112.70 25.2 20.283 Sprinkler 204 114.79 112.70 25.2 20.751 Sprinkler 205 114.21 112.70 25.2 20.540 c Sprinkler 206 112.70 112.70 25.2 20.000 Sprinkler 207 114.80 112.70 25.2 20.754 Sprinkler 208 114.21 112.70 25.2 20.542 Sprinkler 209 112.70 112.70 25.2 20.000 Sprinkler 210 115.86 112.70 25.2 21.139 Sprinkler 211 115.23 112.70 25.2 20.909 Sprinkler 212 113.59 112.70 25.2 20.318 c:> Most Demanding Sprinkler Data I &©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 4/13/2016 11:36:29AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor T Pt) o a Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) E Length) Fixed Pressure Losses, when Fitting (00) F Pt Friction Loss Per Unit Elev(Pe) • Node 2 Total Flow Actual ID Length applicable are added directly Total 00) (Q) (Foot) (psi) Friction(Pf) to (Pt) and shown as a (Foot) negative value. 206 32-31/4 25.2 112.70 21/2 (See 9-0 120 20.000 •••••Route l••••• Notes) Sprinkler 0031446 203 32'-31/4 aff 11235 27050 91-0 0.283 203 32-3% 25.2 113.49 2% (See 87'l% 120 20.283 __________ ________ Notes) Sprinkler, 12-0 49 32'-3/ 1 07 225.84 2.7050 t'f,) P0(12-0) .11/ 11.343 49 32-3% 21,4 (See 2'O% 120 31.626 Notes) P0(12-0) 12'-0 0.114431 0.887 30-2% 225.84 2.7050 14.01/2 1.607 50 30-2% 6 . 10,-0 120 34.121 0.001784 0.018 48 30-2% 225.84 6.3570 48 30-2% 221.15 6 10-0 120 34.139 Flow (q) from Route 3 0006308 42 30'-21/2 44699 63570 10 0 0.063 42 30-21/2 219.80 6 10-0 120 34.202 Flow (q) from Route 5 0013219 100 0.132 34 30'-21/2 66679 63570 34 30-21/2 82.48 6 10,-0 120 34.334 Flow (q) from Route 10 0016402 30'-21/2' 100 0.164 74927 63570 30 30-2% 74.55 6 (See 8'-3 120 34.498 Notes) Flow (q) from Route 9 fT(31 5%) 31'-5% 0019548 28 30 2½ 82382 63570 39 8% 0776 28 3021,4 548.15 6 (See 0,-0 120 35.274 Notes) Flow (q) from Route 2 , 12-7 0.397 26 29'-31/2 137198 63570 0050224 fE(12 7) 12 0631 26 29-3% 8 (See 20101/2 120 36.302 Notes) 21'-1A 0.007 16 29-31/2 1371.98 8.2490 0 014121 E(21 1%) 222 21/4 3 137 16 29-3% 8 (See 31'8 120 39.447 Notes) 136'-3 11.745 13 2'-2% 1371.98 8.2490 0.014121 BV(14-1%), fT(38-9), 16T-1 2.371 2fE(15'-31/,), CV(52'-101/4) (,,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (RI) and shown as a negative value. Fitting (F Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev2 00 Total Flow Actual ID Total (Foot) Friction(Pf) 13 2-2% 8 3-6 120 53.564 0014121 1.517 14 -l'-3% 137198 82490 3'-6 0.049 14 -1-33/4 8 (See Notes) 2'8/4 140 55.131 E(31-7%) 31-7% 0.009443 1.163 15 4-0 1371.98 8.4500 3431/ 0.324 15 4-0 8 (See Notes) 29'l% 150 56.617 T(44-8) 44-8 0.012987 4-0 1371.98 7.7100 0.959 12 4-0 8 (See Notes) 252Y4 150 57.576 T(44'-8) 0.007755 5 4-0 1038.29 7.7100 6910l/4 0.542 5 40 8 (See Notes) 155-31/2 150 58.118 2EE(11'-5%), E(22-11%) 1 45-11 /4 0.005703 4 4-0 879.34 7.7100 201-2% 1.148 4 40 8 ________ (See Notes) 39-8 140 59.265 3E(31-71/2), BFP(-6.000) 94-10% 0.004147 -9.104 3 17-0 879.34 8.4500 134-6 6.558 3 Aak 17-0 8 (See Notes) 571% 150 56.719 T(44'-8) 0005703 17'-0 87934 77100 0287 2 17-0 12 (See Notes) 188'81/2 150 57.006 Water Supply 0000882 1 170 87934 113100 188'-81/2 0.167 0.00 57.172 Hose Allowance At Source Total(Pt) Route 1 1 rM 1621.98 206 3231% 25.2 112.70 21/2 (See Notes) 90 120 20.000 •••• Route 2 Sprinkler 0 000001 209 32 3% ME N 0.35 2 7050 0.000 209 32-3% 25.2 112.70 21/2 (See Notes) 101 0 120 20.000 Sprinkler 0031806 212 32 31% 11304 27050 ri 0 0318 (,© M.E.P.CAD Inc. AutoSPRlNK® 12 02.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 2 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. (Foot) Pt Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Fruction(Pf) 212 32-3% 25.2 113.59 21/2 (See Notes) 3501/2 120 20.318 Sprinkler, 2fE(4 3¼) P0(12 0) 0.115174 81 32 3% 226 63 2 7050 6 409 81 32'-3% __________ 21/2 _______ (See Notes) 2'01/2 120 26.727 P0(12-0) 12'-O 0.115174 0.887 82 3021/2 FRE 226.63 2.7050 14-0% 1.618 82 3021/2 4 9-0 120 29.232 0.011915 30-2% 226.63 4.3100 91 O 0.107 80 1 30-2/2 237.42 10-0 120 29.340 Flow (q) from Route 4 0.044865 78 30-2% 464.06 4.3100 0.449 78 1 30-2/2 241.13 10-0 120 29.788 Flow (q) from Route 6 0.097299 76 3021/2 70519 43100 100 0.973 76 30'-21/2 4 10-0 120 30.761 0077299 74 30'-2/2 62271 43100 10 0 0.773 74 30-21/2 4 10-0 120 31.534 0.061055 30-21/2 1060 548.15 4.3100 101-0 0.611 72 30-2% 4 101-0 120 32.145 0.046938 70 30-21/2 475.53 4.3100 , 0.469 70 30-2% 4 10-0 120 32.614 0035803 68 30'-21/2 41077 43100 10 0 0.358 68 30-21/2 4 10-0 120 32.972 0026995 66 30'-21/2 35262 43100 101-0 0.270 66 30-21/2 . 4 10-0 120 33.242 0.020007 64 30-2% IR 299.91 4.3100 0.200 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 3 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev (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 (Pt) and shown as a negative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) - Actual ID Total (Foot) Friction(Pt) 64 30-2% 4 10-0 120 33.442 0.014451 62 30-2% 251.55 4.3100 0.145 62 30-21/2 21/2 (See Notes) 2'0% 120 33.587 P0(1 2-U) 12-0 0006098 -0.887 61 32 3% 4629 27050 14 0% 0.086 61 32-3% 21/2 (See Notes) 119-2 120 32.785 P0(1 2-U) P0(12 0) 24-0, 0006098 32 31/4 4629 27050 143 2 0873 45 32-3% 21/2 (See Notes) 2'0½ 120 33.658 P0(12 0) 12-0 0.006098 0.887 47 30'-21/2 46.29 2.7050 14 0% U 086 47 30-21/2 205.26 6 (See 40-0 120 34.631 Flow (q) from Route 15 2fE(12'-7) 25-1% 0.002178 18 30'-2% 251.55 6.3570 65-1% 0.142 18 30-2/2 48.36 6 10-0 120 34.773 Flow (q) from Route 11 0.003015 20 30-2% 299.91 6.3570 0.030 20 AdIlk 302/2 52.72 6 lU-U 120 34.803 Flow (q) from Route 12 0004068 30'-21/2 35262 63570 101-0 0.041 22 30-2/2 58.15 6 10-U 120 34.844 Flow (q) from Route 13 0005395 24 30'-21/2 41077 63570 10 0 0.054 24 1 302/2 64.75 6 10-0 120 34.898 Flow (q) from Route 8 0.007073 27 30 2% W. 475.53 6.3570 101-0 0.071 27 30-21/2 72.63 6 1-9 120 34.968 Flow (q) from Route 14 fT(31'-51A) 31-5% 0.009200 28 30-2% 548.15 6.3570 3321/4 0.305 35.274 Total(Pt) Route 2 205 32-3% 25.2 114.21 21/2 (See Notes) 9-0 120 20.540 - ••... Route 3 ..... Sprinkler 0.028350 202 32'-3% 10623 27050 91-0 0.255 & © M.E.P.CAD, Inc. 'ffi AutoSPRINK® 12 vi 2.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 4 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node I K-Factor Fl this step ow added Nominal ID Fittings& Equiv. Length (Foot) LengthC (Foot) Factor Total(Pt) Devices 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 " Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q Actual ID (Foot) Friction(Pf) 202 32-3% 25.2 114.92 21/2 (See Notes) 87'l% 120 20.795 Sprinkler, P0(12-0) 12-0 0.110066 46 32-3% - 221.15 ________ 2.7050 99'l% 10.910 46 32-3% 21/2 (See Notes) 2'.O% 120 31.705 P0(12-0) 12'-0 0.110066 0.887 48 302% 221.15 2.7050 14-0% 1.546 34.139 Total(Pt) Route 3 5 32-3% 25.2 114.21 21/2 (See Notes) 91-0 120 20.540 •••• Route 4 Sprinkler 0.000236 8 32 3% WE DIN 7.98 2.7050 9-0 0.002 208 32-3% 25.2 __ 114.21 __________ 21,4 ________ (See Notes) 100 120 20.542 Sprinkler 0036731 211 32'-3% AA 12219 27050 10-0 0.367 211 32-3% 25.2 115.23 21/2 (See Notes) 34'O% 120 20.909 Sprinkler, PO(12'-0) 12-0 0.125521 79 32-31/4 237.42 2.7050 4601/2 5.780 79. 32-3% 21/2 (See Notes) 2'O% 120 26.689 P0(12-0) 12-0 0.125521 0.887 80 30-2% 237.42 2.7050 14-0% 1.763 29.340 Total(Pt) Route 4 204 3231h 25.2 114.79 2% (See Notes) 9-0 120 20.751 •••••Route5••••• Sprinkler 0.027419 201 32-3% 104.33 2.7050 9-0 0.247 201 32-3% 25.2 115.47 21/2 (See Notes) 87'l% 120 20.997 Sprinkler, P0(12 0) 12'-0 0108834 40 32'-3% 21980 27050 10788 40 32-3% 21/2 (See Notes) 2'O% 120 31.786 P0(12-0) 12-0 0.108834 0.887 42 30-21/2 219.80 2.7050 14-0% 1.529 34.202 Total(Pt) Route 5 204 32-3% 25.2 114.79 21/2 (See Notes) 9-0 120 20.751 Route 6..... Sprinkler 0.000389 207 32-3% 10.46 2.7050 9-0 0.004 , © M.E.P.CAD, Inc. @15 AutoSPRlNK® 12 02.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 5 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 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•(t) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to negative n as a Fitting (Foot) FrictionPf Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 kw- (Foot) I Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 207 32'3l/4 25.2 114.80 21/2 (See Notes) 101 0 120 20.754 Sprinkler 0038458 210 32'-3% 12527 27050 10-0 0.385 210 32-3% 25.2 115.86 21/2 (See Notes) 3401/2 120 21.139 Sprinkler, P0(12-0) 12-0 0.129168 77 32'-3V 241.13 2.7050 46-0% 5.948 77 32'-3Y 21/2 (See Notes) 2'01/2 120 27.086 P0(12-0) 12-0 0.129168 0.887 30-2% 241.13 2.7050 1401,4 1.814 29.788 Total(Pt) Route 6 7 4-0 250.00 8 (See Notes) 17-0% 150 57.860 ••••• Route 7••••• Hose T(44'-8) 44-8 0000557 6 4-0 25000 77100 61 8% 0034 6 4-0 333.69 8 (See Notes) 185'71/2 150 57.894 Flow (q) from Route 33 T(44'-8) , 44'-8 0002672 11 4-0 WE 58369 77100 230 0.615 11 4-0 __ 158.95 __________ 8 ________ (See Notes) 17101/2 150 58.510 Flow (q) from Route 34 4EE(11 5%) E(22 11%) 68-11 0004172 10 40 01 RE 74264 77100 239 11% 1001 4-0 8 (See Notes) 39'-8 140 59.511 3E(31 7%) BFP(6000) 94 101/4 0003034 -9.104 9 17'-0 74264 84500 134 6 6408 9 17-0 __ __________ 8 ________ (See Notes) 5'7% 150 56.815 1(44-8) 44-8 0.004172 8 17-0 742.64 7.7100 503Y 0.210 8 17-0 12 229-31/2 150 57.024 0.000646 1 17-0 742.64 11.3100 229-3% 0.148 57.172 Total(Pt) Route 7 23 32-3% 1 T 64.75 21/2 (See Notes) 2-0% 120 33.851 ••• Route 8 Flow (q) from Route 28 P0(12-0) 12-0 , 0.011346 0.887 24 30-2% 64.75 2.7050 1401/2 0.159 34.898 Total(Pt) Route 8 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 2 4/13/2016 11:36:41AM Page 6 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor - Flow added this step ____________ 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 (0) Actual ID Total (Foot) Friction(Pf) 29 32-3% . 74.55 21/2 (See Notes) 20% 120 33.404 ••• Route 9 Flow (q) from Route 30 P0(12-0) 12-0 0.014725 0.887 30 3021/2 . 74.55 2.7050 14-0% 0.207 34.498 Total(Pt) Route 9 33 32-3% 82.48 21,4 (See Notes) 2-0% 120 33.197 Route 10 Flow (q) from Route 31 P0(12-0) 12-0 0.017751 0.887 34 30'-2% 82.48 2.7050 14-0% 0.249 34.334 Total(Pt) Route 10 32-3% 48.36 21/2 (See Notes) 2..O1/2 120 33.793 ••••• Route 11 Flow (q) from Route 24 P0(12-0) 12-0 0.006611 0.887 18 30-2% -: 48.36 2.7050 14 0.093 34.773 Total(Pt) Route 11 19 32-3% 52.72 21/2 (See Notes) 201,4 120 33.807 •••• Route 12 0000- Flow (q) from Route 26 P0(12-0) 12-0 0.007755 0.887 20 30-2% : 52.72 2.7050 14..o1,4 0.109 34.803 Total(Pt) Route 12 21 32-3% 58.15 21/2 (See Notes) 20% 120 33.826 Route 13.. Flow (q) from Route 27 P0(12-0) 120 0.009299 0.887 22 30'-21/2 58.15 2.7050 14-0% 0.131 34.844 Total(Pt) Route 13 25 32-3% ______ 72.63 __________ 21/2 ________ (See Notes) 2-0% 120 33.884 " Route 14••••• Flow (q) from Route 29 P0(12 0) 12-0 0014029 0.887 27 30 2% 7263 27050 14 0% 0197 34.968 .Total(Pt) Route 14 39 32-31/4 41.59 2% (See Notes) 2-0% 120 33.649 •••• Route 15• Flow (q) from Route 20 P0(12 0) 12-0 0005002 0.887 41 30 2% 4159 27050 14 0% 0070 41 30-2% 120.18 6 10-0 120 34.606 Flow (q) from Route 16 0000962 44 30 21/2 161.77 63570 10-0 0.010 44 30-21/2 43.48 6 10-0 120 34.616 Flow (q) from Route 19 0001495 i 0.015 47 30 21/2 20526 63570 10-0 I (,© M.E.P.CAD, Inc. §1 AutoSPRINK® 12 v12.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 7 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor [Flow added this step 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 Total(ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 34.631 Total(Pt) Route 15 37 32-3% 40.47 21/2 (See Notes) 2-0% 120 33.647 ••••• Route 16 Flow (q) from Route 21 PO(12'-O) 12-0 0.004754 0.887 38 302h/2 40.47 2.7050 14-0% 0.067 38 3021/2 79.72 6 10-0 120 34.601 Flow (q) from Route 17 0.000555 41 30 -2% NOW!,-. 120.18 6.3570 10-0 0.006 34.606 Total(Pt) Route 16 V 32-1% 39.79 21/2 (See Notes) 111% 120 33.696 ••••• Route 17••••• Flow (q) from Route 23 P0(12 0) 12'-0 0004609 0.838 32 30'-2Y2 3979 27050 13 11% 0064 32 30-21/2 6 10-0 120 34:598 0.000072 36 30'-21/2 39.7 9 6.3570 10-0 0.001 36 30-2% 39.93 6 10-0 120 34.598 Flow (q) from Route 18 0.000260 38 30'-21/2 79.72 6.3570 10-0 0.003 34.601 Total(Pt) Route 17 32-31/4 39.93 21/2 (See Notes) 2-0% 120 33.646 •••• Route 18 ..... Flow (q) from Route 22 P0(12-0) 12-0 0.004639 0.887 36 30-2% 39.93 2.7050 14-0% 0.065 34.598 Total(Pt) Route 18 43 32-3% 43.48 21/2 (See Notes) 2-0% 120 33.652 Route 19 Flow (q) from Route 25 P0(12-0) 120 0.005431 0.887 44 30 -2% 43.48 2.7050 14 -0% 0.076 34.616 Total(Pt) Route 19 58 30-2% 161.77 2% 2-0% 120 33.750 ••••• Route 20•• '0(12-0), Flow (q) from Route 32 12-0 0.005002 -0.887 57 32-3% 41.59 2.7050 14' 01/2 0.070 57 32-3% 21/2 (See Notes) 119'2 120 32.933 PO(12-O) P0(12-0) 24-0 0.005002 39 32-3% 41.59 2.7050 143-2 0.716 33.649 Total(Pt) Route 20 (M,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node I K-Factor Fl this step ow added Nominal ID Fittings& Devices Equiv. Length (Foot) LengthC (Foot) 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 58 3021A 161.77 4 101-0 120 33.750 •••••Route 21••••• Flow (q) from Route 32 0003685 56 30 21/2 12018 43100 10-0 0.037 56 3021/2 21,6 (See Notes) 201/2 120 33.787 P0(1 2-a) 12'-0 0.004754 0887 55 32'-3% 40.47 2 7050 14-0,6 0.067 55 32-3% 21,6 (See Notes) 119'-2 120 32.966 P0(1 2-U) P0(12-0) 24-0 0.004754 32-3% 40.47 2.7050 143-2 0.681 33.647 Total(Pt) Route 21 56 30-21/2 4 43100 10-0 120 33.787 Route 22 0001724 101-0 0.017 54 30'-21/2 7972 54 30-2% 21/2 (See Notes) 201,4 120 33.804 PO(12'O) 12-0 0.004639 . -0.887 53 32'-3% 39,93 2 7050 14-0,6 0.065 53 32'-3% 21/2 (See Notes) 119'-2 120 32.982 P0(120) P0(12 0) 24-0 0004639 35 32 3% 3993 27050 143 2 0.664 33.646 Total(Pt) Route 22 54 30-2% 4 101-0 120 33.804 •••" Route 23••••• 0000477 52 30'-21/2 3979 43100 10-0 0.005 52 30-21/2 21,6 (See Notes) 2'O% 120 33.809 P0(1 2-U) 120 0004609 0.887 51 32'-31/4 3979 27050 14 0% 0.065 51 323mfl __________ 21/2 (See Notes) 119'2% 120 32.986 P0(12-0) P0(12-0) 24-0 0.004609 0.050 31 32'-1A 39.79 2.7050 143-2% 0.660 33.696 Total(Pt) Route 23 64 30-2% 21/2 (See Notes) 2-0% 120 33.442 •... Route 24 ..... PO(12'O) 12-0 0006611 -0.887 63 32 3% 4836 27050 14-0% 0.093 LA M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 9 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step 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 Elev(Pe) ' Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 63 32'-3% 21/2 (See Notes) 149'2 120 32.648 PO(12'O) P0(12-0) 240 0.006611 17 32-3% 48.36 2.7050 173-2 1.145 33.793 Total(Pt) Route 24 62 30-2/2 4 10-0 120 33.587 ••••• Route 25••••• 0009920 60 30'-21/2 20526 43100 10 0.099 0 30-2% 2l/2 (See Notes) 2'O% 120 33.686 P0(12-0) 12-0 0.005431 -0.887 32-3% Wj 43.48 2.7050 14-0% 0.076 59 32-31/4 21/2 (See Notes) 119'-2 120 32.875 P0(12-0) P0(12 0) 0005431 43 32 31/4 4348 27050 0778 33.652 Total(Pt) Route 25 66 30-2% 21/2 (See Notes) 2'-O% 120 33.242 !••• Route 26••••• PO(12'O) 12-0 0.007755 -0.887 65 32-3% 52.72 2.7050 14-0% 0.109 65 32-31/4 21/2 (See Notes) 149'-2 120 32.464 P0(120) P0(12-0) 0.007755 32-3% ng 52.72 2.7050 1732 1.343 33.807 Total(Pt) Route 26 68 30-2% 2½ (See Notes) 201,4 120 32.972 Route 27 ..... P0(120) 12-0 0009299 -0.887 67 32'-3% 5815 27050 14-0% 0.131 67 32-31/4 21/2 (See Notes) 1492 120 32.215 PO(12'O) P0(12-0) 24-0 0.009299 21 32-3% 58.15 2.7050 173-2 1.610 33.826 Total(Pt) Route 27 70 30-2% 21/2 (See Notes) 2-0% 120 32.614 Route28 ..... PO(12'O) 12-0 0.011346 -0.887 69 32-3% 64.75 2.7050 14-0% 0.159 L.,©M.E.P.CAD, Inc. 1AutoSPRINK®12.v12.O.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 10 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when are added directly to (Pt) and shown as a negative value. Fitting (Foot) i p: Pf Friction Loss Per Unit Elev(Pe) applicable, Node 2 Total Flow Actual ID Total (Foot) Friction(Pf) 69 32-3% 21/2 (See Notes) 149'2 120 31.886 P0(12-0) P0(12-0) 24-0 0.011346 23 32-3% 64.75 2.7050 173-2 1.965 33.851 Total(Pt) Route 28 72 30.21/2 21/2 (See Notes) 201/2 120 32.145 ••••• Route 29 ..... P0(120) 12-0 0.014029 -0.887 71 32-3% . 72.63 2.7050 14-0% 0.197 71 32-3% 21/2 (See Notes) 1492 120 31.454 PO(120) P0(12 0) 24-0 0014029 Ø 32 31/4 7263 1 27050 173 2 2429 33.884 Total(Pt) Route 29 74 302h/ 21/2 (See Notes) 2.01,4 120 31.534 •••• Route 30 PO(12'-O) 12-0 0014725 . -0.887 73 32'-3% 7455 27050 14-0% 0.207 73 32-3% 21/2 (See Notes) 1492 120 30.854 P0(12-0) P0(12-0) 24-0 0.014725 29 32-3% 74.55 2.7050 173-2 2.550 33.404 Total(Pt) Route 30 6 30-21/2 21/2 (See Notes) 20% 120 30.761 •••• Route 31 P0(120) 12-0 0.017751 -0.887 75 32-3% 82.48 2.7050 1401/2 0.249 75 32-3% 21/2 (See Notes) 149'2 120 30.123 P0(120) P0(12-0) 24-0 0.017751 33 32-3% 82.48 2.7050 173-2 3.074 33.197 Total(Pt) Route 31 60 30-2% 4 10-0 120 33.686 •••••Route 32••••• 0.006386 58 30-2% 161.77 4.3100 10-0 0.064 33.750 Total(Pt) Route 32 12 4-0 8 (See Notes) 237-11% 150 57.576 ••••• Route 33•"•• 4E(22-11%), PIV(5-1V4) 970 0.000950 6 4-0 333.69 7.7100 334-11% 0.318 57.894 Total(Pt) Route 33 f.,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.O Remote Area #2 4/13/2016 11:36:41AM Page 11 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this Step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, when Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) applicable are added directly Total (Foot) (Q) (Foot) Friction(Pf) to (Pt) and shown as a negative value. 40 8 (See 1415'-81/2 150 58.118 •••" Route 34••••• Notes) / T(44'8) 210-6% 11 4-0 15895 77100 0000241 5E(22--l1%)4EE(11 5%) 1626 0392 58.510 Total(Pt) Route 34 S (.,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.54.O Remote Area #2 4/13/2016 11:36:41AM Page 12 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 Date: 4/13/2016 Actual Inside Diameter '. 487 Factor I = \ Schedule 40 Steel Pipe Inside Diameter/ Value Of C 100 130 140 150 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 Connecti 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply V Swing Check Valve Spr Sprinkler St Strainer Tee Flow Turn 90° Li Tr Tee Run U Union rF Wirsbo WMV Water Meter Valve Z Cap (,©M.E.P.CAD, Inc. AutoSPRINK®l2vl2.0.54.0 Remote Area #2 4/13/2016 11:36:41AM Page 13 90 80 70 60 0 40 30 20 10 -ii Hydraulic Graph • N 1.85 Date: 4/13/2016 Water Supply Summary Sheet Node: 1 Static Pressure - 1621.98@71.855 74.000 i621.98@57.172\ 7450.00 @ 38.000 System demand cue i;.:..11 Job Name: Shea Industrias Remote Area Number: Remote Area # 2 100- 5800 8700 7250 10150 Flow - gpm 11600 13050 14500 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 4/13/2016 11:36:48AM Paciel Hydraulic Calculations for Project Name: Shea lndustrias Location: 6131 & 6133 Innovation Way, Carlsbad, Ca. 92009, Drawing Name: 3-16-16 Bldg 2 Remote Area # 3.cad Design Remote Area Number: Remote Area # 3 Remote Area Location: Bldg 2 Occupancy Classification: ESFR Commodity Classification: l-IV Calculation Date: 4/13/2016 Density: 50.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 Type of System: WET Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 250.00 at Node: 7 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1610.75@56.602 Water Supply Information: Name of Contractor: Address: Phone Number: . Name of designer: STEVE SCOTT Authority Having JurisdictionCarlsbad Fire Department Notes N/A M M.E.P.CAD, Inc. 4AutoSPRINK® 12 02.0.54.0 Remote Area 4/13/201611:37:33AM Page 1 Job Number: 15-821 Report Description: ESFR (Remote Area # 3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.318 Sprinkler 301 114.16 112.70 25.2 20.524 Sprinkler 302 113.62 112.70 25.2 20.328 Sprinkler 303 113.43 112.70 25.2 20.260 Sprinkler 304 113.47 112.70 25.2 20.273 Sprinkler 305 112.86 112.70 25.2 20.057 Sprinkler 306 113.43 112.70 25.2 20.261 c Sprinkler 307 112.70 112.70 25.2 20.000 Sprinkler 308 112.86 112.70 25.2 20.057 Sprinkler 309 114.31 112.70 25.2 20.575 Sprinkler 310 112.70 112.70 25.2 20.000 Sprinkler 311 113.70 112.70 25.2 20.357 Sprinkler 312 1 113.53 1 112.70 1 25.2 20.296 Most Demanding Sprinkler Data I I , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 4/13/2016 11:37:42AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Equiv. Fitting (Foot) P1 Friction Elev(Pe) Length) Fixed Pressure Losses, when Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit Total(ps applicable, are added directly (Foot) (Q) (Foot) Friction(Pf) to (Pf) and shown as a (Foot) negative value. 307 32-3% 25.2 112.70 21/2 (See 90 120 20.000 ••• Route I Notes) Sprinkler' 0.030367 304 32-3% 110.25 2.7050 9-0 0.273 304 3231/4 25.2 113.47 21/2 (See , 9711/2 ' 120 20.273 Notes) Sprinkler, 12-0 0.112443 109-1% 12.270 60 32-3% 4Ic 223.71 2.7050 P0(12-0) 60 32-31/4 21/2 (See 2'-O% 120 - 32.544 Notes) PO(12'-O) 12-0 0.112443 0.887 30-21/2 223.71 2.7050 14-0% 1.579 59 . 30-2% 6 10-0 120 35.011 0001753 ' 55 30'-2Y2 22371 63570 10-0 0.018 55 30'-2% 223.39 6 10-0 120 35.028 Flow (q) from Route 3 0006311 51 30 21/2 44711 63570 10-0 0.063 51 30-21/2 222.23 6 10-0 120 35.091 Flow (q) from Route 5 0.013312 10-0 0.133 47 30-2% 669.34 6.3570 47 30-21/2 79.87 6 10-0 120 35.224 . Flow (q) from Route 2 0016400 , 30'-2% 74921 63570 10-0 0.164 43 30-2% 72.39 6 10-0 120 35.388 Flow (q) from Route 19 0019451 42 30 21/2 82160 63570 10-0 0.195 42 30-21/2 66.82 6 (See 01-9 120 35.583 Notes) Flow (q) from Route 18 37-84 40 30'-21/2 888 42 6 3570 0 022478 T(37'-8%) 38 0 865 40 30-2% 472.33 6 (See 11'8% 120 36.448 Notes) Flow (q) from Route 8 E(17 7%) 17-74 0049466 32 302% 136075 63570 29 1.450 32 30-2% 6 26-9 120 37.897 11.597 26-9 6.35701 0.049466 1.323 34 3-5% 1360.75 ,©M.E.P.CAD, Inc. 76fl AutoSPRINK®12v12.O.54.O Remote Area #3 4/13/2016 11:37:53AM Page 1 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fillings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent F Pf Friction Fitting Length) Elev(Pe) (q) E Fixed Pressure Losses when Node 2 Elev2 Total Flow Actual ID Length Loss Per Unit applicable are added directly 00) (Foot) Friction(Pf) to (PQ and shown as a 'Foot' negative value. 34 3-5Y2 8 (See 7'lO% 120 50.818 Notes) 112-9 0.553 Ef 13 2-2% 1360.75 8.2490 0.013908 BV(14-1%), 3fE(15-3%), 120'-7/ 4 1.678 CV(52-10%) 13 2-2% 8 3-6 120 53.049 0013908 1.517 T-6 0.049 14 -l'-3% 136075 82490 14 -1-33/4 8 (See 28% 140 54.615 Notes) 31-7% 0.009300 1.163 3431/2 0.319 -4-0 1360.75 8.4500 E(31-7%) 15 4-0 8 (See 29'-l% 150 56.097 Notes) T(44'-8) 44-8 0012791 12 4 0 136075 77100 0944 12 4-0 8 (See 25'2% 150 57.041 Notes) T(44'-8) 44'-8 0007651 5 4-0 103071 77100 69 10% 0535 4.0 8 (See 155-31/2 150 57.575 Notes) 45-11% 4 -4-0 873.12 7.7100 0.005629 2EE(11-5%), E(22-11%) 201-2% 1.133 4 -4-0 8 (See 398 140 58.708 Notes) 94'-10% -9.104 W 170 873.12 8.4500 0.004093 3E(31-71/2), BFP(-6.000) 134-6 6.550 3 17-0 8 (See 5'7% 150 56.154 __ Notes) T(44-8) -3Y4 0.005629 2 17-0 873.12 7.7100 0.283 2 17-0 12 (See 18881/2 150 56.437. Notes) Water Supply 0.000871 1 17-0 873.12 11.3100 MA 188-8% 0.164 0.00 56.602 Hose Allowance At Source 1 161075 Total(Pt) Route 1 307 32-3% 25.2 112.70 21/2 (See 10-0 120 . 20.000 •••• Route 2 ..... Notes) Sprinkler 0000027 310 32'-3% 245 27050 10 0 0.000 &@ M.E.P.CAD Inc. §j AutoSPRINK® 12 v12.0.54.0 Remote Area # 3 4/13/2016 11:37:53AM Page 2 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 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 (N) 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) Frictuon(Pf) 310 32-3% 25.2 112.70 21/2 (See Notes) 91 0 120 20.000 Sprinkler 0.032909 312 32-3% 115.15 2.7050 9-0 0.296 312 32-3% 25.2 113.53 21/2 (See Notes) 48'l% 120 20.296 Sprinkler, PO (12'-O) 12-0 0.117101 104 32-3% 228.68 2.7050 60-1% 7.041 104 32-3% 21/2 (See Notes) 2'O% 120 27.337 P0(12-0) 12'-0 0.117101 0.887 30-2% 228.68 2.7050 14-0% 1.645 103 3021/2 4 10-0 120 29.869 0.012823 99 30-2% 228.68 4.2600 10-0 0.128 99 30-2% 229.64 4 10-0 120 29.998 Flow (q) from Route 4 0.046407 94 30-2% 458.32 4.2600 10-0 0.464 94 30'-2% 233.10 4 10-0 120 30.462 Flow (q) from Route 6 0.099300 90 30'-21/2 691.42 4.2600 10-0 0.993 90 30-2% 21/2 (See Notes) 2'O% 120 31.455 PO(12'O) 12-0 0016728 -0.887 ' 32'-3% 7987 27050 14-0% 0.235 91 32-3% 21/2 (See Notes) 173'3 120 30.802 P0(120) P0(12 0) 24-0 0016728 48 32'-3% 7987 27050 197 3.300 48 32-3% 21/2 (See Notes) 2'O% 120 34.102 P0(12-0) 12-0 0.016728 0.887 47 30-2% 79.87 2.7050 1 4-0% 0.235 35.224 Total(Pt) Route 2 305 3231/4 25.2 112.86 2% (See Notes) 9-0 120 20.057 • '• Route 3 Sprinkler 0030125 302 32'-3% 10978 27050 91-0 0.271 302 32-3% 25.2 113.62 21/2 (See Notes) 97'l% 120 20.328 Sprinkler, P0(12 0) 109'-11/20112144 56 32'-3% 22339 27050 12.238 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.54.0 Remote Area # 3 4/13/2016 11:37:53AM Page 3 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 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 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 56 32-3% 21/2 (See Notes) 2'-O% 120 32.565 P0(12-0) 12-0 0.112144 0.887 55 3O'-2/z 223.39 2.7050 14-0% 1.575 35.028 Total(Pt) Route 3 305 32-3% 25.2 112.86 21/2 (See Notes) 101-0 120 20.057 •••'• Route 4•"•• Sprinkler 0.000041 308 32-3% , . 3.08 2.7050 10,-U 0.000 308 32'-3% 25.2 112.86 2% (See Notes) 9,_0 120 20.057 Sprinkler 0.033330 Aak 32-3% . 115.94 2.7050 9,-U 0.300 311 32-3% 25.2 113.70 21/2 (See Notes) 48'l% 120 20.357 Sprinkler, P0(1 2-U) 12'-0 0.118014 100 32'-3% 229.64 2.7050 60-1% 7.096 100 32-3% 2% (See Notes) 2'-O% 120 27.453 P0(1 2-U) 12-0 0.118014 0.887 99 30-21/2 229.64 2.7050 14-0% 1.658 29.998 Total(Pt) Route 4 303 32-3% 25.2 113.43 21/2 (See Notes) 9,_0 120 20.260 Route 5 Sprinkler 0.029263 32-3% 108.06 2.7050 9,-0 0.263 301 32-3% 25.2 114.16 21/2 (See Notes) 97'1'/2 120 20.524 Sprinkler, P0(1 2-U) 12'-0 0.111065 52 32'-3% 222.23 2.7050 109-1% 12.120 52 32-3% 21/2 (See Notes) 2'0% 120 32.644 P0(12-0) 12-0 0.111065 0.887 51 30-2% 222.23 2.7050 14-0% 1.560 35.091 Total(Pt) Route 5 303 32-3% 25.2 113.43 21/2 (See Notes) 10-0 120 20.260 ••••• Route 6•••'• Sprinkler 0.000113 306 32-3% 5.36 2.7050 10,-U 0.001 306 32-3% 25.2 113.43 21/2 (See Notes) 9,-0 120 20.261 Sprinkler 0.034864 309 32-3% 118.80 2.7050 9-U 0.314 (,©M.E.P.CAD, Inc. All AutoSPRlNK®12v12.0.54.0 Remote Area #3 4/13/2016 11:37:53AM Page Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) E • Fitting (F Pf Friction Elev(Pe) Length) Fixed Pressure Losses, when Node 2 Elev2 Total Flow Actual ID Length Loss Per Unit applicable are added directly Total 00) (Q) (Foot) (Foot) (psi) Friction(Pf) to (Pt) and shown as a negative value. 309 32-3% 25.2 114.31 21/2 (See 48'1h/2 120 20.575 Notes) Sprinkler, P0(12 0) , 12-0 0121328 32 3% MRBN96 23310 27050 60 11/2 7.295 96 32-3% 21/2 (See 201/2 120 27.870 Notes) P0(12-0) 12-0 0.121328 0.887 94 30-2% NO OR 233.10 2.7050 WO 14-0% 1.704 30.462 Total(Pt) Route 6 7 4-0 250.00 8 (See 17-0% 150 57.318 ••"• Route 7••••• Notes) Hose 44'-8 -4'-0 25000 77100 0000557 T(44'-8) 61-8h 0.034 6 -4'-0 330.05 8 (See 18571/2 150 57.353 Notes) Flow (q) from Route 35 T(44'-8) 44-8, 0002641 11 58005 77100 4-0 Is 230 3% 0608 11 4-0 157.59 8 (See 171'0% 150 57.961 Notes) Flow (q) from Route 36 68-11 10 4-0 73764 77100 0004120 4EE(11 5%) E(22--l1%) 239 11% 0989 10 4-0 8 (See 39'8 140 58.950 Notes) 94-101/4 -9.104 9 17 0 73764 84500 0.002996 3E(31-71/2), BFP( 6000) 134 6 6403 17-0 8 (See 5'-7% 150 56.248 Notes) 44'-8 8 17'-0 73764 77100 0004120 T(44 8) 50 3% 0207 8 17'-0 12 229-3% 150 56.456 0.000638 1 17-0 73764 113100 229'-3Y2 0.146 56.602 Total(Pt) Route 7 45 32 -3% 67.44 2½ (See 2-0% 120 35.060 •••• Route 8 Notes) Flow (q) from Route 26 12-0 , 0.887 as 46 30'-21/2 i,. 67.44 2.7050 U U I P0(12 0) . A t1/ ItJ/2 0.172 46 30-21/2 404.89 6 (See 9'3 120 36.119 Notes) Flow (q) from Route 9 T(37 8%) 37'-8% 0.006985 40 30 2% 472.33 6.3570 46'-11;/4 6.328 36.448 Total(Pt) Route 8 f,C M.E.P.CAD, Inc. M,111 AutoSPRlNK® 12 02.0.54.0 Remote Area #3 4/13/2016 11:37:53AM Page 5 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step 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 (ps' Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 49 32-3% 61.65 21/2 (See Notes) 2'O% 120 35.034 •••• Route 9 Flow (q) from Route 27 P0(12-0) 12-0 0.010360 0.887 50 30-2% 61.65 2.7050 14-0% 0.146 50 3021/2 343.25 6 10-0 120 36.067 Flow (q) from Route 10 0.005253 46 30'-21/2 40489 6.3570 10-0 0.053 36.119 Total(Pt) Route 3 32-3% 57.07 21/2 (See Notes) 2'O% 120 35.015 •••• Route 10 Flow (q) from Route 30 P0(120) 12'-0 0.008982 0.887 4 30'-21/2 57.07 2.7050 14-0% 0.126 54 30-2% 286.17 6 10-0 120 36.028 Flow (q) from Route 11 0.003870 50 30-2% 343.25 6.3570 . 100 0.039 36.067 Total(Pt) Route 10 57 32-3% 53.60 .21/2 (See Notes) 2-0% 120 35.001 " Route 11 Flow (q) from Route 29 P0(12-0) 12-0 0.007998 0.887 58 30-21/2 53.60 2.7050 14-0% 0.112 58 30-2% 232.57 6 10-0 120 36.001 Flow (q) from Route 12 0002764 302% 28617 63570 10-0 0.028 36.028 Total(Pt) Route 11 61 32-3% 42.51 21/2 (See Notes) 2'-O% 120 35.021 ••••• Route 12 Flow (q) from Route 20 P0(120) , 12-0 0.005207 0.887 62 3021/2 . 42.51 2.7050 14-0% 0.073 62 30-2% 190.07 6 10-0 120 35.982 Flow(q)from Route 13 0001883 58 30'-2Y2 23257 63570 10-0 0.019 36.001 Total(Pt) Route 12 63 32-3% 40.10 21/2 (See Notes) 2-0% 120 35.016 ••• Route 13 Flow (q) from Route 21 P0(12-0) 12-0 0.004675 0.887 64 30-21/2 H'. 40.10 2.7050 14-0% 0.066 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 Remote Area # 3 4/13/2016 11:37:53AM Page 6 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 () and shown as a negative value. Fitting (Foot) FrictionPf Loss Per Unit Si Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 64 30-21/2 149.97 6 10-0 120 35.969 Flow (q) from Route 14 0001297 62 30'-2/2 19007 63570 10-0 0.013 35.982 Total(Pt) Route 13 65 32-3% 38.48 2% (See Notes) 2-01/2 120 35.012 ...• Route 14 ..... Flow (q) from Route 23 P0(12-0) 12-0 0.004331 0.887 66 30-2% 38.48 2.7050 14-0% 0.061 6 3021/2 111.49 6 10-0 120 35.960 Flow (q) from Route 15 0000836 4 30'-2/2 . 14997 63570 10-0 0.008 35.969 Total(Pt) Route 14 67 32-31/4 37.51 2% (See Notes) 20h/2 120 .35.010 ••• Route 15• Flow (q) from Route 24 P0(12 0) 12'-0 0004133 0.887 68 30 2% 3751 27050 14 0% 0058 68 30-2% 73.98 6 10-0 120 35.956 Flow (q) from Route 16 0000483 66 30'-2Y2 11149 63570 10-0 0.005 35.960 Total(Pt) Route 15 32-3% 37.05 2% (See Notes) 20% 120 35.009 Route 16• Flow (q) from Route 25 P0(12 0) 12-0 0004040 0.887 70 30'-21/2 3705 2.7050 14 0% 0057 70 30-21/2 36.93 6 10.-0 120 35.953 Flow (q) from Route 17 0.000226 . 68 30'-21/2 73.98 6 3570 100 . 0.002 35.956 Total(Pt) Route 16 71 32-31/4 36.93 21/2 (See Notes) 2-01/2 120 35.009 ...• Route 17 Flow (q) from Route 22 P0(12 0) 12-0 0004014 0.887 72 30'-21/2 3693 27050 14'-01/2 0056 72 30-21/2 6 10-0 120 35.953 0.000063 70 30'-21/2 36.93 6.3570 10-0 0.001 35.953 Total(Pt) Route 17 (,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.54.0 Remote Area #3 4/13/2016 11:37:53AM Page 7 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 41 32-3% 66.82 21/2 (See Notes) 2-0% 120 34.526 Route 18 ..... Flow (q) from Route 32 P0(12-0) 12,0 0.012026 0.887 42 3021/2 66.82 2.7050 14O1/2 0.169 35.583 Total(Pt) Route 18 44 32-3% 72.39 2½ (See Notes) 2-0% 120 34.305 ••••• Route 19 ..... Flow (q) from Route 31 P0(12-0) , 120 0.013945 0.887 43 30-2% 72.39 2.7050 14-0% 0.196 35.388 Total(Pt) Route 19 30-21/2 232.57 21/2 2-0% 120 34.965 •••• Route 20• '0(12-0), Flow (q) from Route 28 12-0 0005207 -0.887 73 32'-3% 4251 27050 14-0% 0.073 73 32-3% 21/2 (See Notes) 143'3 120 34.150 PO(12'O) P0(12 0) 24-0 0005207 61 32'-3% 4251 27050 167 0871 35.021 Total(Pt) Route 20 74 30-2% 232.57 4 101-0 120 34.965 ••••• Route 21 Flow (q) from Route 28 0009108 76 30 21/2 19007 42600 10-0 0.091 Ask 30'-21/2 21/2 (See Notes) 2'0½ 120 35.056 PO(12'O) 12-0 0004675 -0.887 75 32'-3% 4010 27050 140½ 0.066 75 32-3% 21/2 (See Notes) 143'3 120 34.234 PO(12'O) P0(12 0) 24-0 0004675 63 32 31/ J' 4010 27050 167 0782 35.016 Total(Pt) Route 21 76 30-21/2 4 10-0 120 35.056 ••.. Route 22 0005875 78 30 21/2 14997 42600 10 -0 0.059 78 30'-21/2 4 10-0 120 35.114 0003395 80 30'-21/2 11149 42600 10-0 0.034 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.54.0 Remote Area # 3 4/13/2016 11:37:53AM Page 8 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (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 (P1) and shown as a negative value. Fitting (Foot) Pf . Loss Per Unit ction Elev(Pe) Node 2 Elev 2 (Foot) zml Total Flow (Q) Actual ID (ps(Foot) Total (Foot) Friction(Pf) 80 30-21/2 4 4.2600 10-0 120 35.148 0.001590 101-0 0.016 82 30-2% 73.98 82 3021/2 4 10-0 120 35.164 0000440 95 30'-21/2 3693 42600 10-0 0.004 95 30-21/2 - 21/2 (See Notes) 2'-01/2 120 35.169 P0(1 2'-O) 12-0 0.004014 -0887 32-3% 36.93 2.7050 14-0% 0.056 89 32'-3% 2% (See Notes) 143'3 120 34.338 PO(120) P0(12-0) 24-0 0.004014 71 323% 36.93 2.7050 167-3 0.671 35.009 Total(Pt) Route 22 78 30-21/2 21/2 (See Notes) 2-01/2 120 35.114 •••• Route 23.. PO(12-0) 12-0 0.004331 -0.887 77 32-3% 38.48 2.7050 14-0% 0.061 77 32-3% 21/2 (See Notes) 143'3 120 34.288 PO(12'O) P0(12-0) 24-0 0.004331 65 32-3% 38.48 2.7050 167-3 0.724 35.012 Total(Pt) Route 23 80 30-21/2 21/2 (See Notes) 2-01/2 120 35.148 ••••• Route 24 .... P0(12-0) 12-0 0.004133 -0.887 79 32-3% 37.51 2.7050 14-0% 0.058 79 32-3% 21/2 (See Notes) 143'-3 120 34.319 P0(12-0) P0(12-0) 24-0 0.004133 67 32-3% 37.51 2.7050 167-3 0.691 35.010 Total(Pt) Route 24 82 30'-21/2 21/2 (See Notes) 2-0% 120 35.164 ••••• Route 25•••• P0(12-0) 12-0 0.004040 -0.887 81 32-3% 37.05 2.7050 14-OA 0.057 81 32-3% _ 21/2 (See Notes) 143'3 120 34.334 PO(12'O) P0 (12-0) 24-0 0.004040 69 32-3% 37.05 2.7050 167-3 0.676 f, © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.54.0 Remote Area # 3 4/13/2016 11:37:53AM Page 9 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step 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 Elev(Pe) Node 2 Elev 2 (Foot) NS Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 35.009 Total(Pt) Route 25 88 3021/2 472.33 21/2 201/2 120 33.363 •••• Route 26 ..... 0(12'-0), Flow (q) from Route 33 12-0 0012230 -0.887 87 32'-3% 6744 27050 14-0% 0.172 87 32-3% 21/2 (See Notes) 173'3 120 32.648 PO(120) P0(12-0) 24-0 0.012230 45 32-3% 67.44 2.7050 197-3 2.412 35.060 Total(Pt) Route 26 30-2% 47233 4 10-0 120 33.363 ••••• Route 27••••• Flow (q) from Route 33 0.036899 93 30'-2Y2 Jf 404.89 4.2600 10-0 0.369 93 30-2% 2% (See Notes) 20% 120 33.732 PO(120) 12-0 0.010360 -0.887 92 32'-3% 61.65 2.7050 14-0% 0.146 92 32-3% 2,4 (See Notes) 173'3 120 32.991 P0(12-0) P0(12-0) 24-0 0.010360 ::491 32'-3% 11)111 61.65 2.7050 197-3 2.044 35.034 --TTotal(Pt) Route 27 30-2% 4 10-0 120 34.004 •••"Roüte28 ..... 0.019418 102 30-2% 286.17 4.2600 , 10-0 0.194 102 30-2% 4 (See 401 0 120 34.198 2fE(8'-ll%) Notes)17-11 0.013230 :7:41 30-21/2 P11 232.57 4.2600 57-11 0.766 34.965 Total(Pt) Route 28 102 30-2% 21/2 (See Notes) 2'O% 120 34.198 •... Route 29 P0(12-0) 12-0 0.007998 -0.887 101 32-3% 53.60 2.7050 14-0% 0.112 101 32-3% 21/2 (See Notes) 173'3 120 33.423 P0(120) Z, P0(12-U) 24-0 0.007998 57 32-3% 53.60 2.7050 197-3 1.578 35.001 Total(Pt) Route 29 ,©M.E.P.CAD, Inc. AutoSPRINK®1202.0.54.0 Remote Area #3 4/13/2016 11:37:53AM Page 10 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step 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 (P1) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 93 30-2% 4 10-0 120 33.732 ••••• Route 30••••• 0.027183 98 30-2% 41 343.25 4.2600 10-0 0.272 98 30-2 % 21/2 (See Notes) 2'O% 120 34.004 PO(12'O) 12-0 0.008982 -0.887 97 32-3% 57.07 2.7050 • 14-0% 0.126 97 32-3% 21/2 (See Notes) 1733 120 33.243 PO(12'.0) P0(12-0) 24-0 0.008982 32-3% 4 , 57.07 2.7050 197-3 1.772 35.015 . Total(Pt) Route 30 85 30-21/2 611.54 21/2 201/2 120 32.246 ••••• Route 31••••' '0(12-0), Flow (q) from Route 34 12-0 0.013945 -0.887 86 32-3% 72.39 2.7050 14-0% 0.196 86 3231/4 21/2 (See Notes) 173'3 120 31.554 P0(120) P0(12-0) 24-0 0.013945 44 32-3% 72.39 2.7050 197-3 2.751 34.305 Total(Pt) Route 31 85 30-2% 611.54 4 10-0 . 120 32.246 •••• Route 32••'•• Flow (q) from Route 34 0.062676 30'-2½ 539.15 4.2600 113.0 0.627 84 30-2 % 2½ (See Notes) 201/2 120 32.873 P0(120) 12-0 0.012026 -0.887 83 32-3% 66.82 2.7050 14-0% 0.169 83 __ 32-3% ____________________________ 2½ (See Notes) 173'3 120 32.154 P0(120) P0(12 0) 24-0 0012026 41 32'-3%' 6682 27050 197 2.372 34.526 Total(Pt) Route 32 84 30-21/2 1 4 10-0 120 32.873 ••••• Route 33•••'• 0.049066 88 30-2% 472.33 4.2600 10-0 0.491 33.363 Total(Pt) Route 33 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.54.0 Remote Area #3 4/13/2016 11:37:53AM Page 11 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting!Device (Equivalent (q) E Fitting F (00) Pt Friction Loss Per Unit Elev(Pe) Length) Fixed Pressure Losses, when applicable are added directly Elev2 Total Flow Total Friction(Pt) Node 2 00) Actual ID Length (Foot) (psi) to (P1) and shown as a (Foot) negative value. 90 3021/2 4 10-0 120 31.455 ••••• Route 34 ..... 0079126 85 30'-2/2 ge 61154 42600 10-0 0.791 32.246 Total(Pt) Route 34 12 4-0 8 (See 237-11% 150 57.041 Route 35 ..... Notes) 4E(22'-11%), PIV(5 1%) 97'-0 0000931 ___________ 6 4 0 33005 77100 0312 57.353 Total(Pt) Route 35 -4-0 8 (See 1416-81/2 150 57.575 Route 36•"•• Notes) T(44'-8) 5E(22 11%) 4EE(11'5%) 210-6% 0000237 11 40 15759 7 7100 1626'-3% 4 0.386 PIV(5-1%) 57.961 Total(Pt) Route 36 S ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.54.0 Remote Area #3 4/13/2016 11:37:53AM Page 12 Job Name: Shea Industrias Remote Area Number: Remote Area # 3 Date: 4/13/2016 Actual Inside Diameter 4.87 Factor j = Schedule 40 Steel Pipe Inside Diameter/ Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 13 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 E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 221,40 Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo 6 WMV Water Meter Valve Z Cap L,©M.E.P.CAD, Inc. 7,J1 AutoSPRlNK®12v12.0.54.0 Remote Area #3 4/13/2016 11:37:53AM Page 13 Hydraulic Graph • Job Name: Shea Industrials N 1.85 Remote Area Number: Remote Area # 3 Date: 4/13/2016 100— - Water Supply mary Sheet 90— [_Sum Node: I 80- Static Pressure 74.000 70— - 1610.75@71.883 60 - 1610.75 @56.602 40 7450.00 i 38.000 - - System demand cue 1: 20L I i I I I Ll I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 450 2900 4350 5800 7250 8700 10150 11600 13050 14500 Flow - gpm LM,@ M.E.P.CAD, Inc. Paqe 1 AutoSPRlNK® 12 v12.0.54.0 4/13/2016 11:38:07AM Job Number: 15-821 Pcerrrsrf floscrrrnfrrsn PQro JobNanrber Design Enpinem 15-821 STEVE SCOTT Job Name, Shea Industrias StaleCertiflcatiordUcense Number 558084 C-16 Address I 6131 & 6133 Innovation Way Carlsbad Fire Department Address 2 . Job Site/Building Carlsbad, Ca. 92009 Remote Area #1 Address 3 . Orasrrng Name Bldg 1 Remote Area #1 & 2.cad Most Demanding SpeinlderData . Occupancy JobSuf5u 25.2 K-Factor 112.70 at 20.000 ESFR Hose AHowonce At Source Pressure Area of Application 0.00 . 50.000 NA Additional Hose Supptres . Number Of Sprinklers Calculated Coverage Per sprinkler Node Flow(gpm) 12 100.0Oft2 Hose At Node 7 250.00 a.. Hose Streams 250.00 System Flow Demand Total Wurer Required (Including Hose diloweece) 1608.19 1608.19 Maximum Pressure Unbalance In Loops 0.000 -Maximum Velocity Above Ground 1,3.73 between nodes-28 and 29 Mainrunr Velocity Under Ground 9:33 between nodes 12 and 13 Volume capacity of Wet Pipes Volume capaoty, of Dry Pipes '.15998.18gal IN Hose Flow Static Residual Flow Available ,... Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) L (gpm) (psi) — (gpm) (psi) 1 WaterSupply 74.000 38.000 I 7450.00 71.889 I 1608.19 54.736 17.153 CA 16O6i3iINN '11' CcntractorNumber . Contact Name Contact Tills Name of Centrocror: phone Extension Address 1 FAX Address 2 E-mail Address 3 Web-Sill fS.r©M.E.P.CADr Inc. AutoSPRlNK® 12v12.0.52.0 2/15/2016 11:11:42AM Page 1 Job Number: 15-821 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 54.792 Sprinkler 113 113.74 112.70 25.2 20.371 Sprinkler 114 113.75 112.70 25.2 20.375 Sprinkler 115 113.83 112.70 25.2 20.403 Sprinkler 116 112.70 112.70 25.2 20.001 Sprinkler 117 112.71 112.70 25.2 20.006 Sprinkler 118 112.80 112.70 25.2 20.035 Sprinkler 119 112.70 112.70 25.2 20.000 Sprinkler 120 112.71 112.70 25.2 20.005 Sprinkler 121 112.80 112.70 25.2 1 20.035 1 Sprinkler 122 113.45 112.70 25.2 20.267 Sprinkler 123 113.46 112.70 25.2 20.273 Sprinkler 124 113.55 112.70 25.2 20.304 c Most Demanding Sprinkler Data CM, ©M.E.P.CAD, Inc...fl AutoSPRlNK® 12v12.0.52.0 2/15/2016 11:12:07AM Page 1 [1J Job Number: 15-821 Rnnrt flperintirn FSR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary . Route l ..... BL 2.7050 3.86 0.22 120 0.000062 9-0 Pt 0.001 119 116 32-9% 32-9% 112.70 25.2 20.000 20.001 Sprinkler 9-0 Pe Pv BL 2.7050 116.56 6.51 120 0.033662 11-0 Pt 0.370 116 113 32-9% 32-9% 112.70 25.2 20.001 20.371 Sprinkler 11-0 Pe Pv BL 2.7050 230.30 12.86 120 0.118644 46-2 Pf 6.900 113 35 32-9% 32-7% 113.74 25.2 20.371 27.321 Sprinkler, PO(1-O) 12-0 58-2 Pe Pv 0.050 RN 2.7050 230.30 12.86 120 0.118644 1-11% Pt 1.653 35 34 32-7% 30-8% 27.321 29.812 P0(12-0) 12-0 13-11% Pe Pv 0.838 CM 8.2490 230.30 1.38 120 0.000520 10-0 Pf 0.005 34 36 30-8% 30-8% 29.812 29.817 10-0 Pe Pv CM 8.2490 460.48 2.76 120 0.001874 10-0 10-0 Pt Pe Pv 0.019 36 30-8% 230.18 29.817 Flow (q) from Route 3 39 3081/2 29.835 CM 8.2490 690.52 4.15 120 0.003965 10-0 Pf 0.040 39 42 30-8% 30-81/2 230.04 29.835 29.875 Flow (q) from Route 5 10-0 Pe Pv CM 8.2490 728.38 4.37 120 0.004377 10-0 Pf 0.044 2 30-8% 30-8% 37.87 29.875 29.919 Flow (q) from Route 2 10-0 Pe Pv 8.2490 764.06 4.59 120 0.004782 10-0 Pt 0.048 44 48 3081/z 30-8% 35.68 29.919 29.967 Flow (q) from Route 11 10-0 Pe Pv CM 8.2490 797.94 4.79 120 0.005181 38-0 Pt 0.416 48 17 30-8% 308h/2 33.88 29.967 30.383 Flow (q) from Route 12 2E(21'-l%) 42-3% 8031/2 Pe Pv CM 6.3570 797.94 8.07 120 0.018427 2-0 Pt 0.037 17 18 30-8% 30-8% 30.383 30.419 2-0 Pe Pv CM 6.3570 838.08 8.47 120 0.020179 10-0 Pt 0.202 18 20 30-8% 30-8% 40.15 30.419 30.621 Flow (q) from Route 25 10-0 Pe Pv CM 6.3570 880.88 8.90 120 0.022126 10-0 Pt 0.221 20 22 30-8% 30-8% 42.80 30.621 30.843 Flow (q) from Route 23 10-0 Pe Pv CM 6.3570 926.85 9.37 120 0.024310 10-0 Pt 0.243 22 24 30-8% 30-8% 45.97 30.843 31.086 Flow (q) from Route 21 10-0 Pe Pv CM 6.3570 976.47 9.87 120 0.026772 10-0 Pt 0.268 24 30-8% 30-8% 49.62 . 31.086 31.353 Flow (q) from Route 9 10-0 Pe Pv 6.3570 1030.18 10.41 120 0.029560 1-9 Pt 0.981 26 29 30-8% 30-8% 53.72 31.353 32.334 Flow (q) from Route 18 fT(31'-5%) 31-5% 33-2% Pe Pv D 6.3570 1358.19 13.73 120 0.049294 0-0 Pf 0.620 29 28 30-8% 29-9% 328.01 32.334 33.348 Flow (q) from Route 10 fE(12-7) 12-7 12-7 Pe Pv 0.394 FM 8.2490 1358.19 8.15 120 0.013860 20101/2 21-1% 222-2% Pt 3.079 Pe -0.000 Pv 28 29'-9/4 33.348 16 29-9% 36.427 E(21-1%) FR 8.2490 1358.19 8.15 120 0.013860 31-4% Pt 2.323 16 15 29-9% 3-0 36.427 50.369 BV(14'-1%), fT(38-9), 2fE(15-3%), CV(52-10¼) 136-3 167-7% Pe Pv 11.619 FM 8.2490 1358.19 8.15 120 0.013860 3-6 Pt 0.049 15 14 3-0 4-6 50.369 51.935 3-6 Pe Pv 1.517 UG 8.4500 1358.19 7.77 140 0.009268 3-6 Pt 0.325 14 13 -0-6 4-0 51.935 53.778 E(31'-7'/2) 31-7% 35-1% Pe Pv 1.517 UG 7.7100 1358.19 9.33 150 0.012747 29-3% Pt 0.942 13 12 -4-0 4-0 53.778 54.720 T(44'-8) 44-8 73-11% Pe Pv UG 7.7100 382.74 2.63 150 0.001224 86-9% Pt 0.106 12 6 4-0 4-0 54.720 54.826 86-9% Pe Pv UG 7.7100 632.74 4.35 150 0.003102 263-2% 141-7% 404-10% Pt Pe Pv 1.256 6 4-0 250.00 54.826 Flow (q) from Route 7 5 4-0 56.082 4E(22'-l1%), PIV(5-1%), T(44-8) , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:12:19AM Page 1 111 Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.7100 786.96 5.41 150 0.004644 15531/2 Pt 0.935 5 4 4-0 4-0 154.22 56.082 57.017 Flow (q) from Route 28 2EE(11'5%), E(22'-l1%) 45'-11'/4 201-21/4 Pe Pv UG 8.4500 786.96 4.50 140 0.003377 39-8 Pt 6.454 4 3 4-0 17-0 57.017 54.367 3E(31-71/2), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 786.96 5.41 150 0.004644 5-7% Pt 0.233 3 2 17-0 17-0 54.367 54.600 T(44'-8) 44-8 503h/4 Pe Pv UG 11.3100 786.96 2.51 150 0.000719 188-81/2 Pt 0.136 2 1 17-0 17-0 54.600 54.736 18881/2 Pe Pv 0.00 Hose Allowance At Source 1 1608.19 "•• Route 2 ..... BL 2.7050 108.83 6.08 120 0.029649 9-0 Pt 0.267 119 122 32-9% 32'-9Y4 112.70 25.2 20.000 20.267 Sprinkler 9-0 Pe Pv BL 2.7050 222.28 12.41 120 0.111114 44-0% Pt 6.228 122 53 32-9% 32-9% 113.45 25.2 20.267 26.494 Sprinkler, P0(12-0) 12-0 56-0% Re Pv N 2.7050 222.28 12.41 120 0.111114 2-0% Pt 1.561 32'-91h 3081,4 26.494 28.943 P0(12-0) 12-0 14-0% Re Pv 0.887 M 6.3570 222.28 2.25 120 0.001732 10-0 Pt 0.017 52 54 30-8% 30-8% 28.943 28.960 10-0 Pe Pv CM 6.3570 444.74 4.50 120 0.006249 10-0 Pt 0.062 54 56 30-8% 30-8% 222.46 28.960 29.022 Flow (q) from Route 4 10-0 Pe Pv CM 6.3570 667.68 6.75 120 0.013251 10-0 Pt 0.133 56 58 30-8% 30-8% 222.94 29.022 29.155 Flow (q) from Route 6 10-0 Re Pv RN 2.7050 37.87 2.11 120 0.004205 2-0% Pt 0.059 58 59 30-8% 32-9% 29.155 28.327 P0(12-0) 12-0 14-0% Re -0.887 Pv BL 2.7050 37.87 2.11 120 0.004205 119-2 Pt 0.602 59 43 32-9% 32-9% 28.327 28.929 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 37.87 2.11 120 0.004205 2-0% Pt 0.059 43 42 32-9% 30-8% 28.929 29.875 P0(12-0) 12-0 14-0% Re Pv 0.887 ..... Route 3 ..... 2.7050 3.72 0.21 120 0.000057 9-0 Pt 0.001 , W1 7 32-9% 32-9% 112.71 25.2 20.005 20.006 Sprinkler 9-0 Re Pv BL 2.7050 116.43 6.50 120 0.033590 11-0 Pt 0.369 117 114 32-9% 32-9% 112.71 25.2 20.006 20.375 Sprinkler 11-0 Pe Pv BL 2.7050 230.18 12.85 120 0.118527 46-1% Pt 6.889 114 37 32-9% 32-9% 113.75 25.2 20.375 27.264 Sprinkler, P0(12-0) 12-0 58-1% Re Pv RN 2.7050 230.18 12.85 120 0.118527 2-0% Pt 1.665 37 36 32-9% 30-8% 27.264 29.817 P0(12-0) 12-0 14-0% Pe Pv 0.887 =. ..... Route 4 ..... BL 2.7050 109.00 6.09 120 0.029731 9-0 N 0.268 120 123 32-9% 32-9% 112.71 25.2 20.005 20.273 Sprinkler 9-0 Pe Pv BL 2.7050 222.46 12.42 120 0.111279 44-0% Pt 6.237 123 55 32-9% 32-9% 113.46 25.2 20.273 26.509 Sprinkler, P0(12-0) 12-0 56-0% Re Pv RN 2.7050 222.46 12.42 120 0.111279 . 2-0% Pt 1.563 55 54 32-9% 30-8% 26.509 28.960 P0(12-0) 12-0 14-0% Pe Pv 0.887 ...Route 5 ..... BL 2.7050 3.41 0.19 120 0.000049 9-0 Pt 0.000 121 118 32-9% 32-9% 112.80 25.2 20.035 20.035 Sprinkler 9-0 Pe Pv BL 2.7050 116.21 6.49 120 0.033473 11-0 Pt 0.368 118 115 32-9% 32-9% 112.80 25.2 20.035 20.403 Sprinkler 11'-0 Re Pv , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.52.0 2/15/2016 11:12:19AM Page 2 ~I'l,11Hydra,uh C ki1aJysis:. :1 Job Number: 15-821 Rnnrt flpstrintinn FSFP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 27050 230.04 12.84 120 0.118393 4611/2 Pf 6.882 115 40 32-9% 32-9% 113.83 25.2 20.403 27.285 Sprinkler, P0(12-0) 12-0 5811/2 Pe Pv RN 2.7050 230.04 12.84 120 0.118393 201/2 Pf 1.663 40 39 32-9% 3081/2 27.285 29.835 P0(12-0) 12-0 14-0% Pe Pv 0.887 .. Route 6 ..... BL 2.7050 109.38 6.11 120 0.029927 9-0 Pf 0.269 121 124 32-9% 32-9% 112.80 25.2 20.035 20.304 Sprinkler 9-0 Pe Pv BL 2.7050 222.94 12.45 120 0.111720 44O1/z Pf 6.262 124 57 32-9% 32-9% 113.55 25.2 20.304 26.566 Sprinkler, P0(12-0) 12-0 56-0% Pe Pv RN 2.7050 222.94 12.45 120 0.111720 2-0% Pf 1.569 57 56 32-9% 30-8% 26.566 29.022 P0(12-0) 12-0 14-0% Pe Pv 0.887 -Route7 ..... UG 7.7100 250.00 1.72 150 0.000557 1 17-01 N 0.034 7 6 4-0 4-0 250.00 54.792 54.826 Hose T(44'-8) 44-8 61-8% Pe Pv ..... Route 8 ..... UG 8.4500 821.23 4.70 140 0.003654 39-8 Pf 6.491 10 4-0 17-0 56.918 54.305 3E(31-71/2), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 7.7100 821.23 5.64 150 0.005025 5-7% Pf 0.253 8 17-0 17-0 54.305 54.558 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 821.23 2.62 150 0.000778 229-3% N 0.178 8 1 17-0 17-0 54.558 54.736 . Water Supply 229-3% Pe Pv .Route 9 ..... RN 2.7050 49.62 2.77 120 0.006933 2-01/2 N 0.097 25 24 32-9% 30-8% 49.62 30.101 31.086 Flow (q) from Route 20 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..... Route lO ..... RN 2.7050 63.84 3.56 120 0.011051 2-0% N 0.155 51 50 32-9% 30-8% 63.84 . 31.105 32.148 Flow (q) from Route 17 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 63.84 0.65 120 0.000172 10-0 N 0.002 50 46 30-8% 30-8% 32.148 32.150 10-0 Pe Pv CM 6.3570 129.36 1.31 120 0.000636 10-0 N 0.006 46 38 30-8% 30-8% 65.52 32.150 32.156 Flow (q) from Route 16 10-0 Pe Pv 6.3570 195.07 1.97 120 0.001360 10-0 N 0.014 30-8% 30-8% 65.71 32.156 32.170 Flow (q) from Route 15 10-0 Pe Pv CM 6.3570 261.19 2.64 120 0.002334 10-0 Pt 0.023 32 30 30-8% 30-8% 66.12 32.170 32.193 Flow (q) from Route 14 10-0 Pe Pv CM 6.3570 328.01 3.32 120 0.003558 8-3 N 0.141 30 29 30-8% 30-8% 66.82 32.193 32.334 Flow (q) from Route 13 fT(31'-5%) 31-5% 39-8% Pe Pv ..... Route ll ..... CM 6.3570 629.81 6.37 120 0.011895 10-0 Pt 0.119 58 60 30-8% 30-8% 29.155 29.274 10'-0 Pe Pv RN 2.7050 35.68 1.99 120 0.003766 2-0% N 0.053 60 61 30-8% 32-9% 29.274 28.439 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 35.68 1.99 120 0.003766 119-2 Pf 0.539 61 45 32-9% 32-9% 28.439 28.979 P0(1 2-C) P0(1 2-C) 24-0 143-2 Pe Pv RN 2.7050 35.68 1.99 120 0.003766 2-0% Pf 0.053 45 44 32-9% 30-8% 28.979 29.919 P0(12-0) 12-0 14-0% Pe Pv 0.887 .Route 12 ..... CM 6.3570 594.13 6.01 120 0.010678 10-0 Pt 0.107 60 62 30-8% 30-8% 29.274 29.381 10-0 Pe Pv RN 2.7050 33.88 1.89 120 0.003422 2-0% Pt 0.048 62 63 30-8% 32-9% 29.381 28.541 P0(12-0) . 12-0 14-0% Pe Pv -0.887 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.52.0 2/15/2016 11:12:19AM Page 3 Job Number: 15-821 Prrrt fl.crinfi,n IIO Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 33.88 1.89 120 0.003422 119-2 Pf 0.490 63 49 32'-9Y4 32-9Y4 28.541 29.031 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 33.88 1.89 120 0.003422 1 2'-O% Pf 0.048 49 48 32-9% 308h/2 29.031 29.967 P0(12-0) 12-0 14-0% Pe Pv 0.887 .. Route 13 ..... CM 6.3570 560.26 5.66 120 0.009579 10-0 N 0.096 62 64 30-8% 30-8% 29.381 29.476 10-0 Pe Pv CM 6.3570 520.11 5.26 120 0.008348 10-0 Pt 0.083 64 66 308h/2 3081/2 29.476 29.560 10-0 Pe Pv CM 6.3570 477.31 4.82 120 0.007122 10-0 Pt 0.071 66 68 3081,4 3081,4 29.560 29.631 10-0 Pe Pv CM 6.3570 431.34 4.36 120 0.005905 10-0 N 0.059 68 70 3081/2 30-8% 29.631 29.690 10-0 Pe Pv CM 6.3570 381.73 3.86 120 0.004710 10-0 Pt 0.047 70 72 308h/2 308h/2 29.690 29.737 10-0 Pe Pv CM 6.3570 328.01 3.32 120 0.003558 10-0 Pt 0.036 P 30-81/2 30-8'/2 29.737 29.773 10-0 Pe Pv 2.7050 66.82 3.73 120 0.012025 2-0% Pt 0.169 74 75 30-8% 32-9% 29.773 29.054 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 66.82 3.73 120 0.012025 149-2 Pt 2.082 75 31 32-9% 32-9% 29.054 31.137 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv RN 2.7050 66.82 3.73 120 0.012025 2-0% Pt 0.169 31 30 32-9% 30-81/2 31.137 32.193 P0(12-0) 12-0 14-0% Pe Pv 0.887 =. ..... Route 14• • CM 6.3570 261.19 2.64 120 0.002334 10-0 Pt 0.023 74 76 30-81/2 30-81/2 29.773 29.796 10-0 Pe Pv RN 2.7050 66.12 3.69 120 0.011793 2-0% Pt 0.166 76 77 30-81/2 32-9% 29.796 29.074 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 66.12 3.69 120 0.011793 149-2 Pt 2.042 77 33 32-9% 3291h 29.074 31.117 P0(12-0) PO(12'0) 24-0 173-2 Pe Pv 2.7050 66.12 3.69 120 0.011793 2-0% Pt 0.166 32-9% 30-8% 31.117 32.170 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..Route 15 ..... CM 6.3570 195.07 1.97 120 0.001360 10-0 Pt 0.014 76 78 30-8% 30-8% 29.796 29.810 10-0 Pe Pv RN 2.7050 65.71 3.67 120 0.011658 2-0% Pt 0.164 78 79 308h/2 32-9% 29.810 29.086 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 65.71 3.67 120 0.011658 149-2 24-0 173-2 Pt Pe Pv 2.019 79 32-9% 29.086 P0(12-0) 41 32-9% 31.105 P0(12-0) RN 2.7050 65.71 3.67 120 0.011658 2-01/2 Pt 0.164 41 38 32-9% 30-8% 31.105 32.156 P0(12-0) 12-0 14-0% Pe Pv 0.887 Gb ..... Route16 ..... CM 6.3570 129.36 1.31 120 0.000636 10'-O Pt 0.006 78 80 30-8% 30-8% 29.810 29.816 10-0 Pe Pv RN 2.7050 65.52 3.66 120 0.011595 2-0% Pt 0.163 80 81 30-8% 32-9% 29.816 29.092 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 65.52 3.66 120 0.011595 149-2 Pt 2.008 81 47 32-9% 32-9% 29.092 31.100 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv RN 2.7050 65.52 3.66 120 0.011595 2-0% Pt 0.163 47 46 32-9% 30-8% 31.100 32.150 P0(12-0) 12-0 14-0% Pe Pv 0.887 ,©M.E.P.CAD, Inc. AutoSPRtNK®12v12.O.52.0 . 2/15/2016 11:12:19AM Page Elf Job Number: 15-821 Rnnrt fl rriniirn FSPP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..... Route 17 ..... CM 6.3570 63.84 0.65 120 0.000172 9-0 Pf 0.002 80 82 30-8% 30-81/2 29.816 29.818 9-0 Pe Pv RN 2.7050 63.84 3.56 120 0.011051 2-0% Pf 0.155 82 83 308h/2 32-9% 29.818 29.086 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 63.84 3.56 120 0.011051 150-2 Pt 2.020 83 51 3291,4 32-9% 29.086 31.105 P0(12-0) 2fE(4-3%), P0(12-0) 32-7% 182-9% Pe Pv ..Route 18 ..... RN 2.7050 53.72 3.00 120 0.008030 2-01/2 Pt 0.113 27 26 32-9% 30-8% 53.72 30.353 31.353 Flow (q) from Route 19 P0(12-0) 12-0 14-01/2 Pe Pv 0.887 Route 19 ..... RN 2.7050 53.72 3.00 120 0.008030 2-0% Pt 0.113 72 73 30-8% 32-9% 29.737 28.963 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 53.72 3.00 120 0.008030 149-2 Pt 1.391 73 27 32-9% 32-9% 28.963 30.353 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 2O ..... RN 2.7050 49.62 2.77 120 0.006933 2-0% Pt 0.097 30-8% 32-9% 29.690 28.900 P0(12-0) 12-0 14-0% Pe Pv -0.887 '!L 2.7050 49.62 2.77 120 0.006933 149-2 Pt 1.201 71 25 32-9% 32-9% 28.900 30.101 P0(12-0) P0(12-0) 24-0 1.3-2 Pe Pv Go ..... Route 21 ..... RN 2.7050 45.97 2.57 120 0.006019 2-0% Pt 0.085 23 22 32-9% 30-8% 45.97 29.871 30.843 Flow (q) from Route 22 P0(12-0) 12-0 14-0% Pe Pv 0.887 =. ..... Route 22 ..... RN 2.7050 45.97 2.57 120 0.006019 2-0% Pt 0.085 68 69 30-8% 32-9% 29.631 28.828 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 45.97 2.57 120 0.006019 149-2 Pt 1.042 69 23 32-9% 32-9% 28.828 29.871 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv ... Route 23 ..... RN 2.7050 42.80 2.39 120 0.005274 2-0% Pt 0.074 21 20 32-9% 30-8% 42.80 29.660 30.621 Flow (q) from Route 24 P0(12-0) 12-0 14-0% Pe Pv 0.887 Go ..... Route 24 ..... 2.7050 42.80 2.39 120 0.005274 2-0% Pt 0.074 7 30-8% 32-9% 29.560 28.747 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 42.80 2.39 120 0.005274 149-2 Pt 0.913 67 21 32-9% 32-9% 28.747 29.660 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv qia ..... Route 25 ..... RN 2.7050 40.15 2.24 120 0.004686 2-0% Pt 0.066 19 18 32-9% 30-8% 40.15 29.466 30.419 Flow (q) from Route 26 P0(12-0) 12-0 14-0% Pe Pv 0.887 .Route 26 ..... RN 2.7050 40.15 2.24 120 0.004686 2-0% Pt 0.066 64 65 30-8% 32-9% 29.476 28.655 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 40.15 2.24 120 0.004686 149-2 Pt 0.811 65 19 32-9% 32-9% 28.655 29.466 P0(12-0) P0(12-0) 24'-0 173-2 Pe Pv ..... Route 27 ..... UG 7.7100 975.46 6.70 150 0.006910 98-101/2 Pf 0.992 12 - 11 4-0 4-0 54.720 55.712 1(44-8) 44-8 143-6% Pe Pv UG 7.7100 821.23 5.64 150 0.005025 1710h/2 Pt 1.206 11 10 4-0 4-0 55.712 56.918 4EE(11-53/4), E(22-113/4) 68-11 239-11% Pe Pv ..... Route 28 ..... UG 7.7100 154.22 1.06 150 0.000228 1415-81/2 Pt 0.370 11 5 4-0 4-0 55.712 56.082 4EE(11-5%), 5E(22-11%), PlV(5-1%), T(44'-8) 210-6% 1626-3% Pe Pv 1, 0 M.E.P.CAD, Inc. 4jj 12 v12.0.52.0 2/15/2016 11:12:19AM Pages 475 AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe P1 Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe I Job Number: 15-821 Report Description. ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length ø.1F. cc.o:r. .ajQe1tplier.. 1 I Actual Inside Diameter \487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 900 Elbow EE 45°.Elbow Eel 11W Elbow Ee2 22Y2° Elbow Flow Device fd Flex Drop FDC Fire Department Connection IE 900 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. 4AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:12:19AM Page 6 Job Number: 15-821 Qn,r,+ fl,'nnh,r,, Water Supply at Node I 100—: 90—_ 80- -Static Pressure 74.000 70- 60— 1608.19 CL @ 54.736\ 50 40 7450.00 t 3 .000 ystem demand curve - 30 to 0_t.WJJJ.hhhhhhh1hhhhhhh1 111111 ItlIllill Iill II IllIllIll 111111 III 94502900 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Hyd,auhc Graph Water Supply at Node 1 Stadc: Pressure 74.000 Residual: Pressure 38.000 @ 7450.00 Available Pressure at Time of Test 71.889 @ 1608.19 54.736 @ 1608.19 Stabler Darrraed IevS4leg H_ A NT at Sourest 54.736 c 1608.19 ©M.E.P.CAD, Inc. iAutoSPRlNK®12v12.0.52.0 2/15/2016 11:12:29AM Page 1 Job Number: 15-821 QcD Job Number 15-821 Design Engineer STEVE SCOTT Job Nam e: - Shea lndustrias State CercalrorrllJcenseNumber 558084 C-16 Address I 6131 & 6133 Innovation Way AIIJ Carlsbad Fire Department Address 2 Carlsbad, Ca. 92009 Job Silelduilthng Remote Area # 2 Address 3 3P Drawing Name Bldg 1 Remote Area #1 & 2.cad Most Demanding Sprinkler Data 25.2 K-Factor 112.70 at 20.000 Occupancy ESFR JObSUfOe Hose Allowance At Source 0.00 Pressure 50.000 Area of Application NA Additional Hose Supplies Node Flow(m) Hose At Node 7 250.00 I ose Number Of Sprinldns Calculated IL Coverage Per Sprinlder mrs .frl5 rjAl2 Streams 0.00 t Flow Demand 1620.33 Total Water Required (Including Hose Allowance) 1620.33 Maximum Pressure Unbalance In Loops 0.000 Maximum VerscrtyAbone Ground 14.14 between nodes 78 and 79 Maximum Velocity Under Ground 9.42 between nodes 12 and 13 Volurrre capacity of Wet Pipes 15998.l8gal Volume capacity of Dry Pipes Hose Flow Node Name (gpm) Static Residual , Flow (psi) (psi) '— (gpm) Available ,— Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 Water Supply 74.000 38.000 - I 7450.00 71.859 I 1620.33 56.030 15.829 I - - ControctorNurnbem - Contact Name Content rife Name at Contractor: Phone Extension Address I FAX Address 2 E.rnait Address 3 Web-Site ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.52.0 - 2/15/2016 11:14:14AM Page 1 I Job Number: 15821 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 56.044 Sprinkler 201 114.85 112.70 25.2 20.770 Sprinkler 202 114.72 112.70 25.2 20.723 Sprinkler 203 113.31 112.70 25.2 20.217 Sprinkler 204 114.32 112.70 25.2 20.578 Sprinkler 205 114.19 112.70 25.2 20.531 0 Sprinkler 206 112.70 112.70 25.2 20.000 Sprinkler 207 114.36 112.70 25.2 20.594 Sprinkler 208 114.23 112.70 25.2 20.547 Sprinkler 209 112.72 112.70 25.2 20.007 1 Sprinkler 210 115.62 112.70 25.2 21.052 Sprinkler 211 115.49 112.70 25.2 21.003 Sprinkler 212 113.84 112.70 25.2 20.408 c Most Demanding Sprinkler Data I . I &©M.E.P.CAD, Inc. Tqj AutoSPRlNK®12v12.0.52.0 2/15/2016 11:14:32AM Page 1 Job Number: 15-821 P.nnrt fl r'rirfirrr PP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =.. .... Route l ..... BL 2.7050 97.37 5.44 120 0.024133 9-0 Pf 0.217 206 203 32-9% 32-9% 112.70 25.2 20.000 20.217 Sprinkler 9-0 Pe Pv BL 2.7050 210.68 11.76 120 0.100625 87-1% Pt 9.974 203 51 32-9% 32-9% 113.31 25.2 20.217 30.192 Sprinkler, P0(12-0) 12-0 9911,4 Pe Pv RN 2.7050 210.68 11.76 120 0.100625 201,4 Pt 1.413 51 50 32-9% 3081/2 30.192 32.492 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 210.68 2.13 120 0.001569 10-0 Pt 0.016 50 46 3081/2 30-8% 32.492 32.508 10-0 Pe Pv CM 6.3570 416.41 4.21 120 0.005533 10-0 Pt 0.055 46 38 30-8% 308h/2 205.73 32.508 32.563 Flow (q) from Route 3 10-0 Pe Pv CM 6.3570 622.23 6.29 120 0.011631 10-0 Pt 0.116 38 32 30-8% 30-8% 205.82 32.563 . 32.680 Flow (q) from Route 5 10-0 Pe Pv CM 6.3570 683.67 6.91 120 0.013845 10-0 Pt 0.138 32 30 30-8% 30-8% 61.45 32.680 32.818 Flow (q) from Route 15 10-0 Pe Pv CM 6.3570 745.10 7.53 120 0.016234 8-3 Pt 0.644 0 30-8% 30-8% 61.43 32.818 33.462 Flow (q) from Route 17 fT(31-51h) 31-5% 39-8% Pe Pv 6.3570 1370.33 13.85 120 0.050112 0-0 Pt 0.630 29 28 30-8% 29-9% 625.23 33.462 34.486 Flow (q) from Route 2 fE(12-7) 12-7 12-7 Pe Pv 0.394 FM 8.2490 1370.33 8.23 120 0.014090 201-0% Pf 3.131 28 16 29-9% 29-9% 34.486 37.617 E(21-1%) 21-1% 222-2% Pe Pv -0.000 FR 8.2490 1370.33 8.23 120 0.014090 31-4% Pt 2.362 16 15 29-9% 3-0 37.617 51.597 BV(14-1%),fT(38'-g) 2fE(15-3Y4), CV(52'-10%) 136-3 167-7% Pe Pv 11.619 FM 8.2490 1370.33 8.23 120 0.014090 3-6 Pt 0.049 15 14 3-0 -0-6 51.597 53.164 3-6 Pe Pv 1.517 UG 8.4500 1370.33 7.84 140 0.009422 3-6 Pt 0.331 14 13 -0-6 4-0 53.164 55.012 E(31-71/2) 31-7% 35-1% Pe Pv 1.517 UG 7.7100 1370.33 9.42 150 0.012958 29-3% Pt 0.958 13 12 4-0 4-0 55.012 55.970 T(44-8) 44-8 73111/ Pe Pv G 7.7100 387.40 2.66 150 0.001252 86-9% Pt 0.109 4-0 4-0 55.970 56.078 86-9% Pe Pv G 7.7100 637.40 4.38 150 0.003145 263-2% Pt 1.273 6 5 4-0 4-0 250.00 56.078 57.352 Flow (q) from Route 7 4E(22-11%), PIV(5-1%), T(44-8) 141-71/. 404-10% Pe Pv UG 7.7100 792.86 5.45 150 0.004709 1553h/2 N 0.948 5 4 4-0 -4-0 155.46 57.352 58.299 Flow (q) from Route 29 2EE(11'-5%), E(22'-l1%) 45-11% 201-2% Pe Pv UG 8.4500 792.86 4.54 140 0.003424 39-8 Pt 6.461 4 3 4-0 17-0 58.299 55.656 3E(31-7%), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 792.86 5.45 150 0.004709 5-7% Pt 0.237 3 2 17-0 17-0 55.656 55.892 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 792.86 2.53 150 0.000729 188-81/2 N 0.138 2 1 17-0 17'-0 55.892 56.030 188'-8/2 Pe Pv 0.00 Hose Allowance At Source 1 1620.33 .Route 2 ..... BL 2.7050 15.32 0.86 120 0.000789 9-0 Pt 0.007 206 209 32-9% 32-9% 112.70 25.2 20.000 20.007 Sprinkler 9-0 Pe Pv BL 2.7050 128.04 7.15 120 0.040050 10-0 Pt 0.401 209 212 32-9% 32-9% 112.72 25.2 20.007 20.408 Sprinkler 10-0 Pe Pv f,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.52.0 2/15/2016 11:14:41AM Page 1 sis Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 241.88 13.50 120 0.129918 35-0% Pt 7.230 212 83 32-9% 3291,4 113.84 25.2 20.408 27.637 Sprinkler, 2fE(4'-31/2), P0(12-U) 20-7% 55-7% Pe Pv RN 2.7050 241.88 13.50 120 0.129918 2-0% Pt 1.825 83 82 32-9% 30'-8'/z 27.637 30.349 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 241.88 2.45 120 0.002025 9-0 Pf 0.018 82 80 30-8% 3081/2 30.349 30.368 9-0 Pe Pv CM 6.3570 494.77 5.00 120 0.007611 10-0 Pt 0.076 80 78 30-8% 30-8% 252.89 30.368 30.444 Flow (q) from Route 4 10-0 Pe Pv CM 6.3570 748.10 7.56 120 0.016355 10,-0 Pt 0.164 78 76 30-8% 30-8% 253.33 30.444 30.607 Flow (q) from Route 6 10.-0 Pe Pv CM 6.3570 686.66 6.94 120 0.01 3957 10-0 Pt 0.140 76 74 30-8% 3081/2 30.607 30.747 10-0 Pe Pv CM 6.3570 625.23 6.32 120 0.011735 10.-0 Pt 0.117 74 72 30-8% 30'-8'/z 30.747 30.864 10.-0 Pe Pv CM 6.3570 561.63 5.68 120 0.009623 10.-0 Pt 0.096 72 0 30-8% 30-8% 30.864 30.960 10.-0 Pe Pv 6.3570 501.09 5.07 120 0.007792 10.-0 Pt 0.078 68 30-8% 30-8% 30.960 31.038 10.-0 Pe Pv CM 6.3570 443.12 4.48 120 0.006207 10-0 Pt 0.062 68 66 30-8% 30-8% 31.038 31.100 10-0 Pe Pv CM 6.3570 387.28 3.91 120 0.004838 10-0 Pt 0.048 66 64 30-8% 30-8% 31.100 31.149 10'-0 Pe Pv CM 6.3570 333.14 3.37 120 0.003662 10.-0 Pt 0.037 64 62 30-8% 30-8% 31.149 31.185 10.-0 Pe Pv RN 2.7050 56.56 3.16 120 0.008834 2-0% Pt 0.124 62 63 30-8% 32-9% 31.185 30.422 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 56.56 3.16 120 0.008834 119-2 Pt 1.265 63 49 32-9% 32-9% 30.422 31.687 P0(1 2-U) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 56.56 3.16 120 0.008834 2-0% Pt 0.124 49 48 32-9% 30-81/2 31.687 32.698 P0(12-0) 12-0 14-0% Pe Pv 0.887 8.2490 333.14 2.00 120 0.001030 38-0 Pt 0.083 17 30'-8% 30-8% 276.58 32.698 32.781 Flow (q) from Route 10 2E(21'-l%) 42-3% 80-3% Pe Pv CM 6.3570 333.14 3.37 120 0.003662 2-0 Pt 0.007 17 18 30-8% 30-8% 32.781 32.788 2-0 Pe Pv CM 6.3570 387.28 3.91 120 0.004838 10.-0 Pt 0.048 18 20 3081/2 30-8% 54.14 32.788 32.837 Flow (q) from Route 26 10-0 Pe Pv CM 6.3570 443.12 4.48 120 0.006207 10,-0 Pt 0.062 20 22 30-8% 30-8% 55.84 32.837 32.899 Flow (q) from Route 24 10,-U Pe Pv CM 6.3570 501.09 5.07 120 0.007792 10-0 Pt 0.078 22 24 30-8% 30-8% 57.97 32.899 32.977 Flow (q) from Route 22 10-0 Pe Pv CM 6.3570 561.63 5.68 120 0.009623 10-0 Pt 0.096 24 26 30-8% 30-8% 60.54 32.977 33.073 Flow (q) from Route 9 10,-0 Pe IPV CM 6.3570 625.23 6.32 120 0.011735 1'-9 Pt 0.389 26 29 30-8% 3081/2 63.60 33.073 33.462 Flow (q) from Route 19 fT(31'-51h) 31-5% 33-2% Pe 1 Pv ..... Route 3 ..... BL 2.7050 91.01 5.08 120 0.021297 9-0 Pt 0.192 205 202 32-9% 32-9% 114.19 25.2 20.531 20.723 Sprinkler . 9-0 Pe Pv BL 2.7050 205.73 11.49 120 0.096293 8711/2 Pt 9.545 202 47 32-9% 32-9% 114.72 25.2 20.723 30.268 Sprinkler, P0(12-0) 12'-0 99-1% Pe Pv 0 M.E.P.CAD, Inc. 3AutoSPRlNK® 12 v12.0.52.0 2/1512016 11:14:41AM Page 2 Job Number: 15-821 Rrrnrt flescrintiôn FSFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.7050 205.73 11.49 120 0.096293 2-0% Pt 1.353 47 46 32'-9Y4 30-8% 30.268 32.508 P0(12-0) 12-0 1401/2 Pe Pv 0.887 Go ..Route4 ..... BL 2.7050 23.17 1.29 120 0.001695 9-0 Pt 0.015 205 208 32-9% 32-9% 114.19 25.2 20.531 20.547 Sprinkler 9-0 Pe Pv BL 2.7050 137.40 7.67 120 0.045633 10-0 Pt 0.456 208 211 32-9% 32-9% 114.23 25.2 20.547 21.003 Sprinkler 10,-0 Pe Pv BL 2.7050 252.89 14.12 120 0.141067 34-0% Pt 6.496 211 81 32-9% 32-9% 115.49 25.2 21.003 27.499 Sprinkler, P0(12-0) 12-0 46-0% Pe Pv RN 2.7050 252.89 14.12 120 0.141067 2-0% Pt 1.982 81 80 32-9% 30-8% 27.499 30.368 P0(12-0) 12-0 14-0% Pe Pv 0.887 Go ..Route 5 ..... BL 2.7050 90.97 5.08 120 0.021279 9-0 Pt 0.192 204 201 32-9% 32-9% 114.32 25.2 20.578 20.770 Sprinkler 9-0 Pe Pv BL 2.7050 205.82 11.49 120 0.096369 8711/z Pt 9.553 201 41 32-9% 32-9% 114.85 25.2 20.770 30.322 Sprinkler, P0(12-0) 12-0 9911,4 Pe Pv 2.7050 205.82 11.49 120 0.096369 1 2-0% Pt 1.354 32-9% 30-8% 30.322 32.563 P0(12-0) 12-0 14-0% Pe Pv 0.887 -Route 6 ..... BL 2.7050 23.35 1.30 120 0.001719 9-0 Pt 0.015 204 207 32-9% 32-9% 114.32 25.2 20.578 20.594 Sprinkler 9-0 Pe Pv BL 2.7050 137.70 7.69 120 0.045820 10-0 Pt 0.458 207 210 32-9% 32-9% 114.36 25.2 20.594 21.052 Sprinkler 10-0 Pe Pv BL 2.7050 253.33 14.14 120 0.141519 34-0% Pt 6.516 210 79 32-9% 32-9% 115.62 25.2 21.052 27.569 Sprinkler, P0(12-0) 12-0 46-0% Pe Pv RN 2.7050 253.33 14.14 120 0.141519 2-0% Pt 1.988 79 78 32-9% 30-8% 27.569 30.444 P0(12-0) 12-0 14-0% Pe Pv 0.887 Go ..Route7 ..... UG 7.7100 250.00 1.72 150 0.000557 17-0% Pt 0.034 7 6 4-0 4-0 250.00 56.044 56.078 Hose T(44'-8) 44-8 61-8% Pe Pv Go ..Route8 ..... G 8.4500 827.47 4.73 140 0.003706 39-8 Pt 6.496 4-0 17-0 58.199 55.593 3E(31'-71/z), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 827.47 5.69 150 0.005096 5-7% Pt 0.256 9 8 17-0 17-0 . 55.593 55.849 T(44'-8) 44-8 50-3% Pe Pv UG 11.3100 827.47 2.64 150 0.000789 2293h/2 Pt 0.181 8 1 17-0 17-0 55.849 56.030 Water Supply 229-3% Pe Pv .Route 9..... RN 2.7050 60.54 3.38 120 0.010018 201/2 Pt 0.141 25 24 32-9% 30-8% 60.54 31.949 32.977 Flow (q) from Route 21 P0(12-0) 12-0 140h/2 Pe Pv 0.887 Gb ..RoutelO ..... CM 6.3570 276.58 2.80 120 0.002595 10-0 Pf 0.026 62 60 3081/2 30-8% 31.185 31.211 10-0 Pe Pv RN 2.7050 55.89 3.12 120 0.008640 2-0% Pt 0.121 60 61 30-8% 32-9% 31.211 30.445 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 55.89 3.12 120 0.008640 119-2 Pt 1.237 61 45 32-9% 32-9% 30.445 31.682 P0(1 2-U) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 55.89 3.12 120 0.008640 2-0% Pt 0.121 45 44 32-9% 30-8% 31.682 32.691 P0(1 2-U) 12-0 14-0% Pe Pv 0.887 CM 8.2490 276.58 1.66 120 0.000730 10-0 Pt 0.007 44 48 30-8% 30-8% 220.69 32.691 32.698 Flow (q) from Route 11 10-0 Pe Pv (,M.E.P.CAD, Inc. 4AutoSPRlNK® 12 02.0.52.0 2/15/2016 11:14:41AM Page 3 Job Number: 15-821 RenM fl rrinfir.rr SFP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Summary ..Route 11 ..... CM 6.3570 220.69 2.23 120 0.001709 10,-0 Pt 0.017 60 58 308h/2 308h/2 31.211 31.228 10-0 Pe Pv RN 2.7050 55.44 3.10 120 0.008512 201/2 Pf 0.120 58 59 30-51/2 32-9% 31.228 30.461 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 55.44 3.10 120 0.008512 119-2 Pf 1.219 59 43 32-9% 32-9% 30.461 31.679 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 55.44 3.10 120 0.008512 20h/a Pf 0.120 43 42 32-9% 30'-81/2 31.679 32.686 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 8.2490 220.69 1.32 120 0.000481 10-0 Pt 0.005 42 44 30-8% 30-81/2 165.25 32.686 32.691 Flow (q) from Route 12 10-0 Pe Pv ..... Route 12 ..... CM 6.3570 165.25 1.67 120 0.001001 10-0 Pt 0.010 58 56 30-81/2 30-81/2 31.228 31.239 10-0 Pe Pv RN 2.7050 55.17 3.08 120 0.008437 2-0% Pt 0.119 56 57 30-8% 32-9% 31.239 30.470 P0(12-0) 12-0 14-0% Pe Pv -0.887 ' 2.7050 55.17 3.08 120 0.008437 119-2 Pt 1.208 32-9% 32'-91h 30.470 31.678 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 55.17 3.08 120 0.008437 2-0% Pt 0.119 40 39 32-9% 30-81/2 31.678 32.684 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 8.2490 165.25 0.99 120 0.000281 10-0 Pt 0.003 39 42 30-81/2 30'-81/2 110.08 32.684 32.686 Flow (q) from Route 13 10-0 Pe Pv =......Route 13 ..... CM 6.3570 110.08 1.11 120 0.000472 10-0 Pt 0.005 56 54 30'-81/2 30'-81/2 31.239 31.243 10,-0 Pe Pv RN 2.7050 55.05 3.07 120 0.008402 2-0% Pt 0.118 54 55 30-81/2 32-9% 31.243 30.474 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 55.05 3.07 120 0.008402 119-2 Pt 1.203 55 37 32-9% 32-9% 30.474 31.677 P0(12-0) PO(12'-O) 24-0 143-2 Pe Pv RN 2.7050 55.05 3.07 120 0.008402 2-0% Pt 0.118 37 32-9% 30-81/2 31.677 32.682 P0(12-0) 12-0 14-0% Pe Pv 0.887 • 8.2490 110.08 0.66 120 0.000133 10,-0 Pt 0.001 39 30-81/2 30-8% 55.03 32.682 32.684 Flow (q) from Route 14 10-0 Pe Pv Gb ..... Route 14..... CM 6.3570 55.03 0.56 120 0.000131 10-0 Pt 0.001 54 52 30'-8% 30-8% 31.243 31.245 10-0 Pe Pv RN 2.7050 55.03 3.07 120 0.008396 2-0% Pt 0.118 52 53 30'-8% 32-9% 31.245 30.475 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 55.03 3.07 . 120 0.008396 119-21/2 Pt 1.202 53 35 32-9% 32-7% 30.475 31.727 P0(12-0) P0(12-0) 24-0 143-2% Pe Pv 0.050 RN 2.7050 55.03 3.07 120 0.008396 1-11% 12-0 13-11% Pt Pe Pv 0.117 0.838 35 32'-7% 31.727 34 30-81/2 32.682 PO(12'-O) CM 8.2490 55.03 0.33 120 0.000037 10-0 Pt 0.000 34 36 30-81/2 30-8% 32.682 32.682 10-0 Pe Pv 40 •• Route 15 ..... RN 2.7050 61.45 3.43 120 0.010297 2-01/2 Pt 0.145 33 32 32-9% 30-81/2 61.45 31.648 32.680 Flow (q) from Route 16 P0(12-0) 12-0 14-0% Pe Pv 0.887 ...... Route 16 ..... RN 2.7050 61.45 3.43 120 0.010297 2-01/2 Pt 0.145 76 77 30-81/2 32.91/4 30.607 29.865 P0(12-0) 12-0 14-0% Pe Pv -0.887 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:14:41AM Page 4 III Job Number: 15-821 Rnruf fl rrintirn FSFP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 61.45 3.43 120 0.010297 149-2 N 1.783 77 33 32-9% 32-9% 29.865 31.648 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 17 ..... RN 2.7050 61.43 3.43 120 0.010292 2-01/2 N 0.145 31 30 32-9% 30-8% 61.43 31 .786 32.818 Flow (q) from Route 18 P0(12-0) 12-0 140h/2 Pe Pv 0.887 =. ..... Route 18 ..... RN 2.7050 61.43 3.43 120 0.010292 201/2 N 0.145 74 75 308h/2 32-9% 30.747 30.004 P0(12-0) 12-0 1401/2 Pe Pv -0.887 BL 2.7050 61.43 3.43 120 0.010292 149-2 N 1.782 75 31 32-9% 32-9% 30.004 31.786 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 19 ..... RN 2.7050 63.60 3.55 120 0.010975 201/z N 0.154 27 26 32-9% 30-8% 63.60 32.032 33.073 Flow (q) from Route 20 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..... Route 2O ..... RN 2.7050 63.60 3.55 120 0.010975 2-0% N 0.154 72 73 30-8% 32-9% 30.864 30.131 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 63.60 3.55 120 0.010975 149-2 N 1.900 ' .Route 32-9% 32-9% 30.131 32.032 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv 21 RN 2.7050 60.54 3.38 120 0.010018 201/2 N 0.141 70 71 30-81/2 32-9% 30.960 30.214 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 60.54 3.38 120 0.010018 149-2 N 1.735 71 25 32-9% 32-9% 30.214 31.949 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv - ..... Route 22 ..... RN 2.7050 57.97 3.24 120 0.009244 2-0% N 0.130 23 22 32-9% 30-81/2 57.97 31.882 32.899 Flow (q) from Route 23 P0(12-0) 12-0 14-0% Pe Pv 0.887 =. ..... Route 23 ..... RN 2.7050 57.97 3.24 120 0.009244 2-0% N 0.130 68 69 30-81/2 32-9% 31.038 30.281 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 57.97 3.24 120 0.009244 149-2 N 1.601 69 23 32-9% 32-91/4 30.281 31.882 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv ..... Route 24 ..... 2.7050 55.84 3.12 120 0.008627 2-0% Pt 0.121 P 32-9% 30-8% 55.84 31.828 32.837 Flow (q) from Route 25 PO(12'-O) 12-0 14-0% Pe Pv 0.887 QW ..... Route 25 ..... RN 2.7050 55.84 3.12 120 0.008627 2-0% Pt 0.121 66 67 30-81/2 32-9% 31.100 30.334 P0(12-0) 12'-O 14-0% Pe Pv -0.887 BL 2.7050 55.84 3.12 120 0.008627 149-2 N 1.494 67 21 32-9% 32-9% 30.334 31.828 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 26 ..... RN 2.7050 54.14 3.02 120 0.008147 1 2-0% N 0.114 19 18 32-9% 30-81/2 54.14 31.787 32.788 Flow (q) from Route 27 PO(12-0) 12-0 14-0% Pe Pv 0.887 =. ..... Route 27 ..... RN 2.7050 54.14 3.02 120 0.008147 2-0% N 0.114 64 65 30-81/2 32-9% 31.149 30.376 P0(12-0) 12-0 140h/2 Pe Pv -0.887 BL 2.7050 54.14 3.02 120 0.008147 149-2 N 1.411 65 19 32-9% 32-9% 30.376 31.787 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv ..... Route 28 ..... UG 7.7100 982.92 6.75 150 0.007008 9810h/z N 1.006 12 11 4-0 4-0 55.970 56.976 T(44'-8) 44-8 143-6% Pe Pv UG 7.7100 827.47 5.69 150 0.005096 171-01/2 N 1.223 11 10 4-0 4-0 56.976 58.199 4EE(11-5%), E(22--1 1%) 68-11 239-11% Pe Pv .Route 29 ..... ©M.E.P.CAD, Inc..41JAutoSPRINKO 12v12.0.52.0 2/15/2016 11:14:41AM Page 5 Ap ajyis . I Job Number: 15-821 Reoort Descriotion: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length 11 UG 7.7100 155.46 1.07 150 0.000231 1415-81/2 Pf 0.376 11 4-0 56.976 210-6% Pe 5 4-0 57.352 4EE(11-5%), 5E(22-11%), 1626-3% Pv PIV(5-1 Y4), T(44-8) Equivalent ripe Lengths of Valves aI Fcttings (C=120 only) CvalueMult!pller I Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow p Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 11%* Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer • T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:14:41AM Page 6 E 7~ Job Number: 15-821 Pasrtr,rf flescrrinfirn PZIp Water Supply at Node I 100 -: 90H 80— - -Static Pressure 74.000 70- 60 - 1620.33 56.030 50 to EL 40 7450.00 @ 38.000 ystem demand cue 30 20 10 0_ JU 111111111aWUhhhhhhhh1hhhhh1t 111111111 111111111 lIlt iii IIllIlI 11111 II 9450°° 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Piessute 74.000 Residual: Pressure 38.000 @ 7450.00 Available P,essu,e at Time of Test 71.859 @ 1620.33 Sybleot Deoeod 56.030 @ 1620.33 system De,ovod (Invtua.-g 4a55 Aloeaeoo Cl So,aoe) 56.030 © 1620.33 , © M.E.P.CAD, Inc. gfl 12 v12.0.52.0 2/15/2016 11:14:54AM Page 1 Job Number: 15-821 Pern.vrt fl crrnntcvn Job Number 15-821 Design Engineer STEVE SCOTT Job Name: Shea Industrias StateCertiflcatiordUcense Number 558084 C-16 Address 1 6131 & 6133 Innovation Way AHJ Carlsbad Fire Department Address 2 Carlsbad, Ca. 92009 Job SitelBuilding Bldg # 1 Remote Area # 3 Addrosv 3 Drosng Name Bldg 1 REMOTE ARE A 3 AND MEZZ 1.cad Syst&o Kra * RñThter(s) Most Demanding SponMe, Data 25.2 K-Factor 112.70 at 20.000 Occupancy ESFR Job 501110 Hose Allowance At Source 0.00 Pressure 50.000 Atea of Application NA Addrtronal Hose Supplies Node . Flow(pøm) Hose At Node 7 250.00 I Number Of Sprinlders Calculated 12 Coverage Per Sprinbter 100.00ft2 Total Here Streams 250.00 System Flow Demand 1610.75 rural Water Required (Including Hose Pilcwaflce) 1610.75 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.56 between nodes 114 and 118 Maximum Vntooty Under Ground 9.35 between nodes 12 and 13 Volume capacity of Wet Pipes 16109.59ga1 Vohrrno capacity of Dry etpes Node Name Hose Flow Static .(gpm) (psi) Residual ,- Flow (psi) k— (gpm) Available , Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 74.000 38.000 I 7450.00 71.883 I 1610.75 57.270 14.613 Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Address I FaX Address 2 E-mail Address 3 Web.Sito &©M.E.P.CAD, Inc. JAutoSPRlNK®12v12.0.52.0 . 0 2/19/2016 12:51:05PM Page 1 Fi1 rjtiw Iin'i c Job Number: 15-821 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) . K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.324 Sprinkler 301 114.16 112.70 25.2 20.524 Sprinkler 302 . 113.62 112.70 25.2 20.328 Sprinkler 303 113.43 112.70 25.2 20.260 Sprinkler 304 113.47 112.70 25.2 20.273 Sprinkler 305 112.86 112.70 25.2 20.057 Sprinkler 306 112.70 112.70 25.2 20.000 Sprinkler 307 113.43 112.70 25.2 20.261 Sprinkler 308 112.86 112.70 25.2 20.057 Sprinkler 309 112.70 112.70 25.2 20.000 Sprinkler 310 114.31 112.70 25.2 20.575 Sprinkler 311 113.70 112.70 25.2 20.357 Sprinkler 312 113.53 112.70 25.2 20.296 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/19/2016 12:51:35PM Page 1 9 Job Number: 15-821 ReDort DescriDtion: ESFR Pipe Type Dameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Go ..... Route l ..... BL 2.7050 110.25 6.15 120 0.030365 9-0 Pt 0.273 306 304 32-9% 32-9% 112.70 25.2 20.000 20.273 Sprinkler 9-0 Pe Pv BL 2.7050 223.71 12.49 120 0.112441 97-1% Pt 12.270 304 74 32-9% 32-91h 113.47 25.2 20.273 32.543 Sprinkler, P0(12-0) 12-0 109-11/2 Pe Pv RN 2.7050 223.71 12.49 120 0.112441 2-0% 12-0 14-0% Pt Pe Pv 1.579 0.887 74 32-9% 32.543 73 30-8% 35.010 P0(12-0) CM 6.3570 223.71 2.26 120 0.001753 10-0 10-0 Pt Pe Pv 0.018 73 30-8% 35.010 67 30-8% 35.028 CM 6.3570 447.10 4.52 120 0.006311 10-0 Pt 0.063 67 59 3081/2 30-8% 223.39 35.028 35.091 Flow (q) from Route 3 10-0 Pe Pv CM 6.3570 669.33 6.77 120 0.013312 10-0 Pt 0.133 59 51 30-8% 30-8% 222.23 35.091 35.224 Flow (q) from Route 5 10-0 Pe Pv CM 6.3570 749.20 7.57 120 0.016399 10-0 Pt 0.164 51 46 30-8% 30-8% 79.87 35.224 35.388 Flow (q) from Route 2 10-0 Pe Pv CM 6.3570 821.58 8.30 120 0.019450 10-0 Pt 0.194 30-8% 30-8% 72.38 35.388 35.583 Flow (q) from Route 13 10-0 Pe Pv 6.3570 888.46 8.98 120 0.022480 0-9 Pt 0.865 42 41 30-8% 30-8% 66.88 35.583 36.447 Flow (q) from Route 26 T(37-8%) 37-8% 38-5% Pe Pv FM 6.3570 1360.75 13.76 120 0.049466 11-8% Pt 1.450 41 34 3081/2 30-8% 472.30 36.447 37.897 Flow (q) from Route 9 E(17-7%) 17-7% 29-3% Pe Pv FR 6.3570 1360.75 13.76 120 0.049466 26-5% Pt 1.308 34 32 30-8% 4-31/2 37.897 50.664 26-5% Pe Pv 11.459 FR 8.2490 1360.75 8.17 120 0.013908 7-10% Pt 1.678 32 15 4-3% 3-0 50.664 52.895 BV(14-1%), 3fE(15-3%), CV(52-10%) 112-9 120-73/4 Pe Pv 0.553 FM 8.2490 1360.75 8.17 120 0.013908 3-6 Pt 0.049 15 14 3-0 -C-6 52.895 54.461 3-6 Pe Pv 1.517 UG 8.4500 1360.75 7.78 140 0.009300 3-6 31-7% 35-1% Pt Pe Pv 0.327 1.517 14 -C-6 54.461 13 4-0 56.305 E(31-71/2) 7.7100 1360.75 9.35 150 0.012791 29-3% Pt 0.946 P -4-0 -4-0 56.305 57.251 T(44-8) 44-8 73-11% Pe Pv UG 7.7100 385.41 2.65 150 0.001240 86-9% Pt 0.108 12 6 4-0 4-0 57.251 57.358 86-9% Pe Pv UG 7.7100 635.41 4.37 150 0.003127 263-2% Pt 1.250 6 5 -4-0 4-0 250.00 57.358 58.608 Flow (q) from Route 7 4E(22--1 I%). T(44-8) 136-61/2 3998% Pe Pv UG 7.7100 788.85 5.42 150 0.004665 155-31/2 Pt 0.939 5 4 4-0 40 153.44 58.608 59.547 Flow (q) from Route 32 2EE(11'-5%), E(22'113/.) 46-11 % 201-2% Pe Pv UG 8.4500 788.85 4.51 140 0.003392 39-8 Pt 6.456 4 3 -4-0 17-0 59.547 56.899 3E(31-7%), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 77100 788.85 5.42 150 0.004665 5-7% Pt 0.235 3 2 17-0 17-0 56.899 57.134 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 788.85 2.52 150 0.000722 188-81/2 Pt 0.136 2 1 17-0 17-0 57.134 57.270 1888h/2 Pe Pv 0.00 Hose Allowance At Source 1 1610.75 =. ..... Route 2 ..... BL 2.7050 2.45 0.14 120 0.000027 J 10-0 Pt 0.000 306 309 32-9% 32-9% 112.70 25.2 20.000 20.000 Sprinkler 10-0 Pe Pv © M.E.P.CAD, Inc. 41 AutoSPRINK® 12 v12.0.52.0 2/19/2016 12:51:53PM Page 1 1 Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.7050 115.15 6.43 120 0.032910 9-0 P1 0.296 309 312 32-9% 32-9% 112.70 25.2 20.000 20.296 Sprinkler 9-0 Pe Pv BL 2.7050 228.68 12.77 120 0.117103 48-11/2 Pf 7.041 312 125 32-9% 32-9% 113.53 25.2 20.296 27.337 Sprinkler, P0(12-0) 12-0 60-1% Pe Pv RN 2.7050 228.68 12.77 120 0.117103 2-01/2 Pt 1.645 125 124 32-9% 30-81/2 27.337 29.870 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 4.2600 228.68 5.15 120 0.012823 10-0 Pt 0.128 124 122 308h/2 30-8% 29.870 29.998 10-0 Pe Pv CM 4.2600 458.32 10.32 120 0.046408 10-0 Pf 0.464 122 118 30-81/2 308h/z 229.64 29.998 30.462 Flow (q) from Route 10-0 Pe Pv CM 4.2600 691.43 15.56 120 0.099302 10-0 Pf 0.993 118 114 3081/2 3081/2 233.10 30.462 31.455 Flow (q) from Route 6 10-0 Pe Pv RN 2.7050 79.87 4.46 120 0.016726 2-01/2 Pf 0.235 114 115 30-81/2 32-9% 31.455 30.802 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 79.87 4.46 120 0.016726 173-3 Pt 3.299 115 4 32-9% 32-9% 30.802 34.102 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv ( 2.7050 79.87 4.46 120 0.016726 2-01/2 Pt 0.235 51 32-9% 30-81/2 . 34.102 35.224 P0(12-0) 12-0 14-0% Pe Pv 0.887 ......Route 3 ..... BL 2.7050 109.77 6.13 120 0.030124 9-0 Pt 0.271 305 302 32-9% 32-9% 112.86 25.2 20.057 20.328 Sprinkler 9-0 Pe Pv BL 2.7050 223.39 12.47 120 0.112142 97-1% Pt 12.237 302 68 32-9% 32-9% 113.62 25.2 20.328 32.565 Sprinkler, P0(12-0) 12-0 109-1% Pe Pv RN 2.7050 223.39 12.47 120 0.112142 2'-OY21 Pt 1.575 68 67 32-9% 30-81/2 32.565 35.028 . P0(12-0) 12-0 14-0% 1 Pe Pv 0.887 ......Route4 ..... BL 2.7050 3.08 0.17 120 0.000041 10-0 10-0 Pt Pe Pv 0.000 305 32-9% 112.86 25.2 20.057 Sprinkler 308 32-9% 20.057 BL 2.7050 115.94 6.47 120 0.033331 9-0 Pf 0.300 308 311 32-9% 32-9% 112.86 25.2 20.057 20.357 Sprinkler 9-0 Pe Pv 2.7050 229.64 12.82 120 0.118016 4811/2 Pt 7.096 1 0 3 32-9% 32-9% 113.70 25.2 20.357 27.453 Sprinkler, P0(12-0) 12-0 60-1% Pe Pv RN 2.7050 229.64 12.82 120 0.118016 2-01/2 Pt 1.658 123 122 32-9% 30-8% 27.453 29.998 P0(12-0) 12-0 14-0% Pe Pv 0.887 Go ..... Route 5 ..... BL 2.7050 108.06 6.03 120 0.029262 9-0 Pt 0.263 303 301 32-9% 32-9% 113.43 25.2 20.260 20.524 Sprinkler 9-0 Pe Pv BL 2.7050 222.23 12.41 120 0.111063 97-1% Pt 12.120 301 60 32-9% 32-9% 114.16 25.2 20.524 32.643 Sprinkler, P0(12-0) 12-0 109-11/2 Pe Pv RN 2.7050 222.23 12.41 120 0.111063 2-01/2 Pt 1.560 60 59 32-9% 30-81/2 32.643 35.091 P0(12-0) 12-0 14-0% Pe Pv 0.887 -Route6 ..... BL 2.7050 5.37 0.30 120 0.000113 . 10-0 Pt 0.001 303 307 32-9Y4 32-9% 113.43 25.2 20.260 20.261 Sprinkler 10-0 Pe Pv BL 2.7050 118.80 6.63 120 0.034865 9-0 Pt 0.314 307 310 32-9% 32-9% 113.43 25.2 20.261 20.575 Sprinkler 9-0 Pe Pv BL 2.7050 233.10 13.01 120 0.121330 48-11/2 Pt 7.295 310 119 32-9% 32-9% 114.31 25.2 20.575 27.870 Sprinkler, P0(12-0) 12-0 60-1% Pe Pv RN 2.7050 233.10 13.01 120 0.121330 201/z Pt 1.704 119 118 32-9% 30-81/2 27.870 30.462 P0(12-0) 12'-0 14-0% Pe Pv 0.887 1&©M.E.P.CAD, Inc. offlAutoSPRINKO12v12.0.52.0 2/19/2016 12:51:53PM Page 2 -u -I 4y4iiauhcAna1ys!s Job Number: 15-821 Reoort Descriotion: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings --JTotal Eq. Length Length Summary =... ... Route 7 ..... UG 7.7100 250.00 1.72 150 0.000557 17-0% 44-8 61-8% Pt Pe Pv 0.034 7 4-0 250.00 57.324 Hose 6 4-0 57.358 1(44-8) ..... Route 8 ..... UG 8.4500 821.90 4.70 140 0.003660 39-8 Pf 6.492 10 9 -4-0 17-0 59.450 56.838 3E(31-71/2), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 821.90 5.65 150 0.005033 5-7% Pf 0.253 9 8 17-0 17-0 56.838 57.091 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 821.90 2.62 150 0.000779 229-31/2 Pt 0.179 8 1 17-0 17-0 57.091 57.270 Water Supply 229-3% Pe Pv .Route 9 ..... CM 4.2600 286.15 6.44 120 0.019415 10-0 Pt 0.194 117 121 3081,4 3081/z 34.004 34.198 10-0 Pe Pv CM 4.2600 232.56 5.23 120 0.013228 40-0 Pt 0.766 121 86 30-81/2 30-8% 34.198 34.964 2fE(8'-111/2) 17-11 57-11 Pe Pv RN 2.7050 42.50 2.37 120 0.005207 20h/2 Pt 0.073 86 30-8% 32-9% 34.964 34.150 P0(12-0) 12-0 14-0% Pe Pv -0.887 • 2.7050 42.50 2.37 120 0.005207 143-3 Pt 0.871 69 32-9% 3291,4 34.150 35.021 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv RN 2.7050 42.50 2.37 120 0.005207 2-0% Pt 0.073 69 71 32-9% 30-8% 35.021 35.982 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 232.56 2.35 120 . 0.001883 10-0 Pt 0.019 71 64 30-8% 30-8% 190.05 35.982 36.000 Flow (q) from Route 16 10-0 Pe Pv CM 6.3570 286.15 2.89 120 0.002764 10-0 Pt 0.028 64 57 30-8% 30-8% 53.60 36.000 36.028 Flow (q) from Route 21 10-0 Pe Pv CM 6.3570 343.22 3.47 120 0.003869 10,-0 Pt 0.039 57 50 30-8% 30-8% 57.07 36.028 36.067 Flow (q) from Route 12 10-0 Pe Pv CM 6.3570 404.86 4.09 120 0.005252 10-0 Pt 0.053 50 45 308h/2 30-8% 61.64 36.067 36.119 Flow (q) from Route 11 10-0 Pe Pv CM 6.3570 472.30 4.77 120 0.006984 9-3 N 0.328 45 308h/2 30-8% 67.43 36.119 36.447 Flow (q) from Route 10 1(37-8%) 37-8% 46-11% Pe Pv I .• • • Route 10 ..... 2.7050 67.43 3.76 120 0.012229 2-0% Pt 0.172 100 99 30-8% 32-9% 472.30 33.364 32.648 P0(12-0), Flow (q) from Route 14 12-0 140h/2 Pe Pv -0.887 BL 2.7050 67.43 3.76 120 0.012229 173-3 Pt 2.412 99 44 32-9% 32-9% 32.648 35.060 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 67.43 3.76 120 0.012229 2-0% N 0.172 44 45 32-9% 30-8% 35.060 36.119 P0(12-0) 12-0 14-01/2 Pe Pv 0.887 Go .Route 11 • • CM 4.2600 404.86 9.11 120 0.036894 10-0 Pt 0.369 100 113 30-8% 30-8% 472.30 33.364 33.733 Flow (q) from Route 14 10-0 Pe Pv RN 2.7050 61.64 3.44 120 0.01 0359 2-0% Pt 0.146 113 112 30-8% 32-9% 33.733 32.991 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 61.64 3.44 120 0.010359 173-3 Pt 2.043 112 49 32-9% 32-9% 32.991 35.034 P0(12-0) P0(12-0) 24-0 197'-3 Pe Pv RN 2.7050 61.64 3.44 120 0.010359 20h/2 Pt 0.146 49 50 32-9% 30-8% 35.034 36.067 PO(12'-O) 12-0 14-0% Re Pv 0.887 Go ..... Route 12 ..... CM 4.2600 343.22 7.73 120 0.027179 1 0 -0 10-0 Pt Re Pv 0.272 113 30-8% 33.733 117 30-8% 34.004 . © M.E.P.CAD, Inc. ill AutoSPRlNK® 12 v12.0.52.0 2/19/2016 12:51:53PM Page 3 I! Ii7Aii1s- -1 Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pin Fittings Eq. Length Total Length Summary RN 2.7050 57.07 3.19 120 0.008981 2-0% Pt 0.126 117 116 30-8% 32-9Y4 34.004 33.243 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 57.07 3.19 120 0.008981 173-3 Pf 1.771 116 55 32-9% 32-9% 33.243 35.015 P0(1 2-U) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 57.07 3.19 120 0.008981 20h/2 Pt 0.126 55 57 32-9% 30-8% 35.015 36.028 P0(12-0) 12-0 140h/2 Pe Pv 0.887 =. ..... Route 13 ..... RN 2.7050 72.38 4.04 120 0.013942 - 2-0% Pt 0.196 110 111 30-81/2 32-9% 611.56 32.246 31.555 P0(12-0), Flow (q) from Route 15 12-0 14'-0% Pe Pv -0.887 BL 2.7050 72.38 4.04 120 0.013942 173-3 Pt 2.750 111 47 32-9% 32-9% 31.555 34.305 P0(12-0) P0(12-0) 24-0 197'-3 Pe Pv RN .' 2.7050 72.38 4.04 120 0.013942 2-0% Pt 0.196 47 46 32-9% 30-8% 34.305 35.388 P0(12-0) 12-0 14'-0/2 Pe Pv 0.887 =......Route14 ..... CM 4.2600 539.17 12.14 120 0.062679 10-0 Pt 0.627 110 30-8% 611.56 32.246 32.873 Flow (q) from Route 15 10-0 Pe Pv 30 -8% 4.2600 472.30 10.63 120 0.049060 10-0 Pt 0.491 7 100 30-8'/~ 30-8% 32.873 33.364 10-0 Pe IPV ..... Route 15 ..... CM 4.2600 611.56 13.77 120 0.079129 10-0 Pt 0.791 114 110 30-8% 30-8% 31.455 32.246 10-0 Pe Pv ..... Route 16 ..... RN 2.7050 40.09 2.24 120 0.004674 2-0% Pt 0.066 75 76 32-9% 30-8% 40.09 35.016 35.969 Flow (q) from Route 23 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 190.05 1.92 120 0.001296 10-0 10-0 Pt Pe Pv 0.013 76 30-8% 149.96 35.969 Flow (q) from Route 17 71 30-8% 35.982 ea ..... Route 17 ..... RN 2.7050 38.47 2.15 120 0.004331 20h/2 Pt 0.061 77 78 32-9% 30-8% 38.47 35.012 35.960 Flow (q) from Route 30 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 149.96 1.52 120 0.000836 10-0 10-0 P1 Pe Pv 0.008 78 30-8% 111.49 35.960 Flow (q) from Route 18 6 30-8% 35.969 Route 18 ..... 2.7050 37.51 2.09 120 0.004132 2-0% Pt 0.058 7CM80 32-9% 30-8% 37.51 35.010 - 35.955 Flow (q) from Route 24 P0(12-0) 12-0 14-0% Pe Pv 0.887 6.3570 111.49 1.13 120 0.000483 10-0 Pt 0.005 78 30-8% 30-8% 73.98 35.955 35.960 Flow (q) from Route 19 10-0 Pe Pv ..... Route 19 ..... RN 2.7050 37.05 2.07 120 0.004039 2-0% Pt 0.057 81 82 32-9% 30-8% 37.05 35.009 35.953 Flow (q) from Route 29 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 73.98 0.75 120 0.000226 10-0 Pt 0.002 82 80 30-8% 30-8% 36.92 35.953 35.955 Flow (q) from Route 20 10-0 Pe Pv ...... Route 2O ..... RN 2.7050 36.92 2.06 120 0.004013 2-0% Pt 0.056 83 84 32-9% 30-8% 36.92 35.009 35.953 Flow (q) from Route 22 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 36.92 0.37 120 0.000063 10-0 Pt 0.001 84 82 30-8% 30-8% 35.953 35.953 10-0 Pe Pv ..... Route 21 ..... RN 2.7050 53.60 2.99 120 0.007996 2-01/2 Pt 0.112 61 64 32-9% 30-8% 53.60 35.001 36.000 Flow (q) from Route 28 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..... Route 22 ..... ,©M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.52.0 2/19/2016 12:51:53PM Page 4 111 Job Number: 15-821 Renôrt flesrintirjn FFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 73.98 1.67 120 0.001589 10-0 Pf 0.016 92 94 30-8% 30-8% 35.148 35.164 10,-0 Pe Pv CM 4.2600 36.92 0.83 120 0.000439 10-0 Pt 0.004 94 96 3081,6 30-81/2 35.164 35.169 10-0 Pe Pv RN 2.7050 36.92 2.06 120 0.004013 2-0% Pt 0.056 96 95 30-8% 32-9% 35.169 34.338 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 36.92 2.06 120 0.004013 143-3 Pf 0.671 95 83 32-9% 32-9% 34.338 35.009 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv .Route 23 ..... RN 2.7050 40.09 2.24 120 0.004674 2-0% Pt 0.066 88 87 3081/2 32-9% 190.05 35.056 34.234 P0(12-0), Flow (q) from Route 25 12-0 14-0% Pe Pv -0.887 BL 2.7050 40.09 2.24 120 0.004674 143-3 24-0 167-3 Pf Pe Pv 0.782 87 32-9% 34.234 P0(12-0) 75 32-9% 35.016 P0(12-0) ..... Route 24 ..... CM 4.2600 149.96 3.38 120 0.005875 10-0 Pf 0.059 88 0 30-81/2 30-81/2 190.05 35.056 35.114 Flow (q) from Route 25 10-0 Pe Pv 4.2600 111.49 2.51 120 0.003395 10-0 Pf 0.034 0 92 30-8% 30-8% 35.114 35.148 10-0 Pe Pv RN 2.7050 37.51 2.09 120 0.004132 2-0% Pt 0.058 92 91 30-8% 32-9% 35.148 34.319 P0(12-0) 12-0 140h/z Pe Pv -0.887 BL 2.7050 37.51 2.09 120 0.004132 143-3 Pt 0.691 91 79 32-9% 32-9% 34.319 35.010 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv .Route 25 ..... CM 4.2600 190.05 4.28 120 0.009107 10-0 Pf 0.091 86 88 30-8% 30-8% 34.964 35.056 10-0 Pe Pv Go ..... Route 26 ..... RN 2.7050 66.88 3.73 120 0.012044 0-7% N 0.152 43 42 31-4 30-8% 66.88 35.166 35.583 Flow (q) from Route 27 P0(12-0) 12-0 12-7% 1Pv Pe 0.264 . Route 27 ..... RN 2.7050 66.88 3.73 120 0.012044 2-0% Pt 0.169 97 30-8% 32-9% 32.873 32.155 P0(12-0) 12-0 14-0% Pe Pv -0.887 P 2.7050 66.88 3.73 120 0.012044 174-3/4 Pt 2.388 43 32-9% 31-4 32.155 35.166 P0(12-0) P0(12-0) 24-0 198-3% Pe Pv 0.623 Route 28 ..... RN 2.7050 53.60 2.99 120 0.007996 2-0% Pt 0.112 121 120 30-81/2 32-9% . 34.198 33.423 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 53.60 2.99 120 0.007996 173-3 Pt 1.577 120 61 32-9% 32-9% 33.423 35.001 P0(12-0) Z, P0(12-0) 24-0 197-3 Pe Pv =. ..... Route 29 ..... RN 2.7050 37.05 2.07 120 0.004039 2-0% Pt 0.057 94 93 30-8% 32-9% 35.164 34.333 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 37.05 2.07 120 0.004039 143-3 Pt 0.676 93 81 32-9% 32-9% 34.333 35.009 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv o .... Route 30 ..... RN 2.7050 38.47 2.15 120 0.004331 2-0% Pt 0.061 90 89 30-8% 32-9% 35.114 34.288 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 38.47 2.15 120 0.004331 143-3 Pt 0.724 89 77 32-9% 32-9% 34.288 35.012 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv .... Route 31 ..... UG 7.7100 975.35 6.70 150 0.006908 98-101/2 Pt 0.992 12 11 4-0 4-0 57.251 58.242 T(44-8) 44-8 143-6% Pe Pv ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.52.0 2/19/2016 12:51:53PM Page Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length UG 7.7100 821.90 5.65 150 0.005033 1710h/2 Pf 1.208 11 4-0 58.242 68-11 Pe 10 4-0 59.450 4EE(11-53%), E(22-113/.) 239-11% Pv =. ..... Route 32 ..... UG 7.7100 153.44 1.05 150 0.000226 1415-81/2 Pf 0.366 11 4-0 58.242 20551/2 Pe 5 40 58.608 4EE(11-53/.) 5E(22-11%) 1621-2 Pv T(44-8) Eqtiivalent Pip Lengths of VaIesand Fttings (Cr120 only)',. I C VJue Multiplier i Actual Inside Diameter 4.8 Value Of C 100 130 140 150 [ . Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling S Miscellaneous HWC Hazen-Williams Constant Cr Cross Run R Outrigger Pt Total pressure at a point in a pipe CV Check Valve HN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 11 %* Elbow Ee2 22%° Elbow Flow Device Id Flex Drop FDC Fire Department Connection 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 LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. 4AutoSPRlNK®12v12.O.52.0 2/19/2016 12:51:53PM Paae6 [H,iij Job Number: 15-821 Report Description: ESFR Water Supply at Node I 100T 90 80 - Static Pressure 74.000 70 — 60— ---- 1610.75 57.270 50 40 T - 7450.00 c 38.000 System demand curve 30— 20H— 1:1 945000 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stalls: Pressure 74.000 Residual: Pressure 38.000 @ 7450.00 Available Pressure DI flrrre of Test 71.883@ 1610.75 SoterrrOvrrra, 57.270 © 1610.75 SyStem tterrrand (lnorudllrg Case Ay500rsa at Source) 57.270 © 1610.75 1© M.E.P.CAD, Inc. 1,12AutoSPRlNK® 12 v12.0.52.0 2/19/2016 12:52:03PM Page 1 Job Number: 15-821 Rnort flioi-rinfirtn I iriht karri Job Number 15-821 Design Engineer STEVE SCOTT Job Name: Shea Industrias S State Cerlilicatlorslljcenoe Number 558084 C-16 Address I 6131 & 6133 Innovation Way AHJ Carlsbad Fire Department Address 2 Carlsbad, Ca. 92009 Job Site/Building Mezzanine Remote Area # 1 AddreSs 3 Oranang Nerrre Bldg 1 REMOTE ARE A 3 AND MEZZ 1.cad k6j otees) Most Demanding SprinlderData 5.6 K-Factor 20.30 at 13.141 Occupancy Light Hazard JobSritlio Hose Allowance Al Source 0.00 Density 0.100gpm/112 Wea 01 Application 1500.00ft2 (Actual 902.40ft2) drddrlrOnxl Hose Supplies Node Flow(gøm) Hose At Node 7 100.00 I Number 01 Sprinlders Calculated O Coverage Per Sprinkler 203flts(02 Tote) Hose Streams 100.00 Systenr Flow Demand 298.06 Total Water Required (including Hose Allowance) 298.06 Maximum Pressure Unbalance in Loops 0.000 Maximum Velocity Above Ground 16.67 between nodes 56 and 54 Maximum Velocity Under Ground 1.36 between nodes 12 and 13 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 16109.59ga1 N. Node Name Hose Flow (gpm) Static (psi) Residual , Flow (psi) L._. (gpm) Available ,_, Total Demand (psi) ¼. (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 74.000 38.000 I 7450.00 73.907 298.06 40.864 33.043 SO Contractor Number Contact Name Contact Pile Name of Contractor: Phone Extension Address I FAX Address 2 E-mail Address 3 Web.Site (, © M.E.P.CADr Inc. AutoSPRlNK® 12 v12.0.52.0 2/19/2016 12:45:42PM Page 1 Job Number: 15-821 Report Description: Liqht Hazard Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 100.00 100.00 0 43.826 Sprinkler 101 20.82 20.30 5.6 13.828 Sprinkler 102 21.32 20.30 5.6 14.491 c Sprinkler 103 20.30 20.30 5.6 13.141 Sprinkler 104 20.78 20.30 5.6 13.774 Sprinkler 105 24.04 20.30 5.6 18.425 Sprinkler 106 23.44 20.30 5.6 17.526 Sprinkler 107 22.24 20.30 5.6 15.778 Sprinkler 108 21.69 20.30 5.6 15.001 Sprinkler 109 23.41 20.30 5.6 17.483 ct Most Demanding Sprinkler Data (, © M.E.P.CAD, Inc. JAutoSPRlNK® 12 v1 2.0.52.0 2/19/2016 12:46:31 PM Page 1 IN Job Number: 15-821 Reoort Descriotion: Liaht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary .... Route l ..... DR 1.0490 20.30 7.54 120 0.133766 9-0 Pt 1.471 103 58 10-0 11-0 20.30 5.6 13.141 14.179 Sprinkler, E(2'-O) 2-0 11-0 Pe Pv -0.434 BL 1.3800 41.08 8.81 120 0.129635 10-0 Pt 1.296 58 65 11-0 11-0 20.78 14.179 15.475 Flow (q) from Route 10-0 Pe Pv BL 1.3800 62.77 13.46 120 0.284001 5-8% N 3.322 65 62 11-0 11-0 21.69 15.475 18.797 Flow (q) from Route 5 P0(6-0) 6-0 11-8% Pe Pv BL 2.2030 109.63 9.23 120 0.081668 12-0 Pt 0.980 62 54 11-0 11-0 23.41 + 23.44 . 18.797 19.777 Flow (q) from Route 7 and 8 12-0 Pe Pv BL 2.2030 198.06 16.67 120 0.243908 30-2% Pt 15.691 54 56 11-0 32-9% 64.39 + 24.04 19.777 26.036 Flow (q) from Route 3 and 9 2T(13-7%), E(6-9%) 34-1% 64-4 Pe Pv -9.431 BL 2.7050 142.23 7.94 120 0.048646 8-0 N 0.973 56 47 32-9% 32-9% 26.036 27.009 P0(12-0) 12-0 20-0 Pe Pv RN 2.7050 142.23 7.94 120 0.048646 2-0% Pt 0.683 47 46 32-9% 30-8% 27.009 28.579 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 151.96 1.54 120 0.000857 10-0 N 0.009 6 30-8% 30-8% 9.72 28.579 28.588 Flow (q) from Route 16 10-0 Pe Pv 6.3570 154.92 1.57 120 0.000888 . 0-9 Pt 0.034 42 41 30-8% 30-8% 2.97 28.588 28.622 Flow (q) from Route 32 1(37-8%) 37-8% 38-5% Pe Pv FM 6.3570 198.06 2.00 120 0.001399 11-8% Pt 0.041 41 34 30-8% 30-8% 43.13 28.622 28.663 Flow (q) from Route 12 E(17-7%) 17-7% 29-3% Pe Pv FR 6.3570 198.06 2.00 120 0.001399 26-5% Pt 0.037 34 32 30-8% 4-3% 28.663 40.159 26-5% Pe Pv 11.459 FR 8.2490 198.06 1.19 120 0.000393 7-10% Pt 0.047 32 15 4-3% 3-0 40.159 40.760 BV(14-1%), 3fE(15-3%), CV(52'-1 0%) 112-9 120-7% Pe Pv 0.553 FM 8.2490 198.06 1.19 120 0.000393 3-6 Pt 0.001 15 14 3-0 -0'-6 40.760 42.279 3-6 Pe Pv 1.517 UG 8.4500 198.06 1.13 140 0.000263 3-6 Pt 0.009 14 13 4-6 4-0 42.279 43.805 E(31-71/2) 31-7% 35-1% Pe Pv 1.517 G 7.7100 198.06 1.36 150 0.000362 29-3% Pt 0.027 2 4-0 -4-0 43.805 43.832 T(44-8) 44-8 73-11% Pe Pv UG 7.7100 19.71 0.14 150 0.000005 86-9% 86-9% Pt Pe Pv 0.000 12 4-0 43.832 6 4-0 43.832 UG 7.7100 119.71 0.82 150 0.000143 263-2% N 0.057 6 5 4-0 4-0 100.00 43.832 43.889 Flow (q) from Route 10 4E(22-11%), T(44-8) 1366h/2 399-8% Pe Pv UG 7.7100 146.67 1.01 150 0.000208 155-31/2 Pt 0.042 5 4 4-0 40 26.95 43.889 43.931 Flow (q) from Route 38 2EE(115%), E(22113/4) 45'-11 % 201-2% jPv Pe UG 8.4500 146.67 0.84 140 0.000151 39-8 Pt 6.020 4 3 4-0 17-0 43.931 40.847 3E(31'-7%), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 146.67 1.01 150 0.000208 5-7% Pt 0.010 3 2 17-0 17-0 40.847 40.858 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 146.67 0.47 150 0.000032 188-81/2 Pt 0.006 2 1 17-0 17-0 40.858 40.864 188'-8/2 Pe Pv 0.00 Hose Allowance At Source 1 298.06 .Route2 ..... DR 1.0490 20.78 7.72 120 0.139716 0.838 104 58 10-0 11-0 20.78 5.6 13.774 14.179 Sprinkler, T(5-0) 1TOP5e 6v -0.434 .Route3 ..... © M.E.P.CAD. Inc. AMAutoSPRINKO 12 02.0.52.0 2/19/2016 12:46:43PM Page 1 Job Number: 15-821 Reoort Descriotion: Liaht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.0490 20.82 7.73 120 0.140221 9-0 Pt 1.542 101 48 10-0 11-0 20.82 5.6 13.828 14.936 Sprinkler, E(2'-O) 2-0 11-0 Pe -0.434 Pv BL 1.3800 42.14 9.04 120 0.135881 10-0 Pt 1.359 48 52 11-0 111-0 21.32 14.936 16.295 Flow (q) from Route4 10-0 Pe Pv BL 1.3800 64.39 13.81 120 0.297649 5-8% Pt 3.481 52 54 11-0 11-0 22.24 16.295 19.777 Flow (q) from Route 6 P0(6-0) 6-0 11-8% Pe Pv 40 ..... Route 4 ..... DR 1.0490 21.32 7.91 120 0.146437 1-0 Pt 0.879 102 48 101-0 11-0 21.32 5.6 14.491 14.936 Sprinkler, T(5'-O) 5-0 6-0 Pe -0.434 Pv 40 ..... Route 5 ..... DR 1.0490 21.69 8.05 120 0.151196 1-0 Pt 0.907 108 65 101-0 11-0 21.69 5.6 15.001 15.475 Sprinkler, T(5'-O) 5-0 6-0 Pe -0.434 Pv Go ..... Route 6..... DR 1.0490 22.24 8.26 120 0.158427 1-0 Pt 0.951 107 52 10-0 111-0 22.24 5.6 15.778 16.295 Sprinkler, T(5'-O) 5-0 6-0 Pe -0.434 Pv =. ..... Route 7 ..... DR 1.0490 23.41 8.69 120 0.174196 1-0 Pt 1.045 9 10-0 11-0 23.41 5.6 17.483 18.094 Sprinkler, T(5'-O) 5-0 6-0 Pe -0.434 Pv 1.3800 23.41 5.02 120 0.045815 8-3% Pt 0.655 72 70 11-0 11-0 18.094 18.750 P0(6-0) 6'-0 14-3% Pe Pv BL 2.2030 23.41 1.97 120 0.004696 10-0 Pt 0.047 70 62 111-0 11-0 18.750 18.797 10-0 Pe Pv ..... Route 8 ..... DR 1.0490 23.44 8.70 120 0.174593 1-0 Pt 1.048 106 66 101-0 111-0 23.44 5.6 17.526 18.140 Sprinkler, T(5'-O) 5-0 6-0 Pe -0.434 Pv BL 1.3800 23.44 5.03 120 0.045919 8-3% 6-0 14-3% Pt 0.657 Pe Pv 66 11-0 18.140 62 111-0 18.797 P0(6-0) .Route 9 ..... DR 1.0490 24.04 8.92 120 0.182864 1,-0 Pt 1.097 105 63 10-0 11-0 24.04 5.6 18.425 19.089 Sprinkler, T(5'-O) 5-0 6'-0 Pe -0.434 Pv BL 1.3800 24.04 5.16 120 0.048094 8-3% Pt 0.688 63 4 111-0 111-0 19.089 19.777 P0(6-0) 6-0 14-3% Pe Pv Route 10 ..... 7.7100 100.00 0.69 150 0.000102 17-0% Pt 0.006 7 6 -4-0 -4-0 100.00 43.826 43.832 Hose T(44'-8) 44'-8 61-8% Pe Pv 40 .Route ll ..... UG 8.4500 151.39 0.87 140 0.000160 39'-8 Pt 6.022 10 9 -4-0 17-0 43.927 40.845 3E(31'-71/2), BFP(-6.000) 94-10% 134-6 Pe -9.104 Pv UG 7.7100 151.39 1.04 150 0.000220 5-7% 44'-8 50-3% Pt 0.011 Pe Pv 9 17-0 40.845 8 17-0 40.856 T(44'-8) UG 11.3100 151.39 0.48 150 0.000034 229-3% Pt 0.008 8 1 17-0 17-0 40.856 40.864 Water Supply 229-3% Pe Pv 40 ..... Route 12 ..... CM 4.2600 26.13 0.59 120 0.000232 10,-U Pt 0.002 117 121 30-8% 30-8% 28.593 28.595 10,-0 Pe Pv CM 4.2600 21.24 0.48 120 0.000158 40-0 17-11 57-11 Pt 0.009 Pe Pv 121 30-8% 28.595 86 30-8% 28.604 2fE(8'-111/2) RN 2.7050 3.88 0.22 120 0.000062 20h/2 12-0 1401/2 Pt 0.001 Pe -0.887 Pv 86 30-8% 28.604 P0(12-0) 85 32-9% 27.718 BL 2.7050 3.88 0.22 120 0.000062 143-3 Pt 0.010 85 69 32'91/4 32-9% 27.718 27.728 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv . © M.E.P.CAD, Inc. gig AutoSPRINK® 12 v12.0.52.0 2/19/2016 • 12:46:43PM Page 2 FLN- Job Number: 15-821 llflih. Renort Descrintion: Liciht HzrcI Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 27050 3.88 0.22 120 0.000062 2-0% Pt 0.001 69 71 32-9% 308h/2 27.728 28.616 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 21.24 0.21 120 0.000022 10-0 Pt 0.000 71 64 308h/2 30-8% 17.36 28.616 28.617 Flow (q) from Route 21 10-0 Pe Pv CM 6.3570 26.13 0.26 120 0.000033 10-0 10-0 N Pe Pv 0.000 64 30-8% 4.89 28.617 Flow (q) from Route 26 57 30-81/2 28.617 CM 6.3570 31.34 0.32 120 0.000046 10-0 N 0.000 57 50 30-81/2 30-8% 5.21 28.617 28.617 Flow (q) from Route 15 10,-0 Pe Pv CM 6.3570 36.97 0.37 120 0.000063 10,-0 Pt 0.001 50 45 30-8% 30-8% 5.63 28.617 28.618 Flow (q) from Route 14 10,-0 Pe Pv CM 6.3570 43.13 0.44 120 0.000083 9-3 37-83/. 46-11% N Pe Pv 0.004 45 30-8% 6.16 28.618 Flow (q) from Route 13 41 30'-8'/2 28.622 T(37'-83/.) ..... Route 13 ..... RN 2.7050 6.16 0.34 120 0.000146 2-0% N 0.002 100 99 30-81/2 32-9% 43.13 28.585 27.700 P0(12-0), Flow (q) from Route 17 12-0 14-0% Pe Pv -0.887 2.7050 6.16 0.34 120 0.000146 173-3 Pt 0.029 4 32-9% 32-9% 27.700 27.729 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 6.16 0.34 120 0.000146 2-0% N 0.002 44 45 32-9% 30-81/2 27.729 28.618 P0(12-0) 12-0 14-0% Pe Pv 0.887 40 .Route 14 ..... CM 4.2600 36.97 0.83 120 0.000441 10-0 Pt 0.004 100 113 30-81/2 30-81/2 43.13 28.585 28.590 Flow (q) from Route 17 10,-0 Pe Pv RN 2.7050 5.63 0.31 120 0.000124 2-0% 12-0 14-0% N 0.002 Pe -0.887 Pv 113 30-8% 28.590 P0(12-0) 112 32-9% 27.704 BL 2.7050 5.63 0.31 120 0.000124 173-3 N 0.024 112 49 32-9% 32-9% 27.704 27.728 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 5.63 0.31 120 0.000124 2-0% N 0.002 49 50 32-9% 30-81/2 27.728 28.617 P0(12-0) 12-0 14'-0% Pe Pv 0.887 =...... Route 15 ..... CM 4.2600 31.34 0.71 120 0.000325 10-0 N 0.003 113 7 30-8% 30-8% 28.590 28.593 10-0 Pe Pv 2.7050 5.21 0.29 120 0.000107 2-0% N 0.002 117 116 30-8% 32-9% 28.593 27.707 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 5.21 0.29 120 0.0001 07 173-3 N 0.021 116 55 32-9% 32-9% 27.707 27.728 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 5.21 0.29 120 0.000107 2'-0'/2 12-0 14-0% Pt Re Pv 0.002 0.887 55 32-9% 27.728 57 30-8% 28.617 P0(12-0) ..... Route 16 ..... CM 4.2600 9.72 0.22 120 0.000037 10-0 N 0.000 110 114 30-81/2 30-81/2 55.82 28.573 28.573 Flow (q) from Route 31 10'-0 Re Pv RN 2.7050 2.49 0.14 120 0.000027 20h/2 12-0 14-0% Pt 0.000 Re -0.887 Pv 114 30-8% 28.573 P0(12-0) 115 32-9% 27.686 BL 2.7050 2.49 0.14 120 0.000027 173-3 N 0.005 115 53 32-9% 32-9% 27.686 27.691 P0(12-0) P0(12-0) 24-0 197-3 Re Pv RN 2.7050 2.49 0.14 120 0.000027 2-0% N 0.000 53 51 32-9% 30-8% 27.691 28.579 P0(12-0) 12-0 14-0% lPv Pe 0.887 CM 6.3570 9.72 0.10 120 0.000005 10-0 Pt 0.000 51 46 30-8% 30-8% 7.24 28.579 28.579 Flow (q) from Route 18 10-0 Pe Pv =. ..... Route 17 ..... ,© M.E.P.CAD, Inc. 4AutoSPRlNK® 12 02.0.52.0 2/19/2016 12:46:43PM Page 3 UI JHydrauIic Analysis I Job Number 15-821 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 46.10 1.04 120 0.000663 10.-0 Pt 0.007 110 97 30-8% 30-8% 55.82 28.573 28.579 Flow (q) from Route 31 10-0 Pe Pv CM 4.2600 43.13 0.97 120 0.000586 1 10-0 Pt 0.006 97 100 30-8% 30-8% 28.579 28.585 10-0 Pe Pv =. ..... Route 18 ..... CM 4.2600 7.24 0.16 120 0.000022 10-0 Pf 0.000 114 118 308h/i 30-8% 28.573 28.573 10'-0 Pe Pv RN 2.7050 2.43 0.14 120 0.000026 2-0% Pt 0.000 118 119 30-8% 32-9% 28.573 27.686 P0(12-0) 12-0 14'-0% Pe Pv -0.887 BL 2.7050 2.43 0.14 120 0.000026 173-3 Pf 0.005 119 60 32-9% 32-9% 27.686 27.691 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 2.43 0.14 120 0.000026 2-0% Pf 0.000 60 59 32-9% 30-8% 27.691 28.579 P0(12-0) 12-0 1401/2 Pe Pv 0.887 CM 6.3570 7.24 0.07 120 0.000003 10-0 Pt 0.000 59 51 30-8% 30-8% 4.80 28.579 28.579 Flow (q) from Route 19 10-0 Pe Pv • • Route 19..... 422 4.80 0.11 120 0.000010 10,-0 Pt 0.000 8 4.2600 3081/2 30-8% 28.573 28.573 10-0 Pe Pv RN 2.7050 2.41 0.13 120 0.000026 2-0% Pt 0.000 122 123 308h/2 32'-9% 28.573 27.686 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 2.41 0.13 120 0.000026 173-3 Pt 0.005 123 68 32-9% 32-9% 27.686 27.691 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 2.41 0.13 120 0.000026 2-0% Pt 0.000 68 67 32-9% 308h/z 27.691 28.579 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 4.80 0.05 120 0.000001 10-0 Pt 0.000 67 59 30-81/2 30-81/2 2.40 28.579 28.579 Flow (q) from Route 20 10-0 Pe Pv . ..... Route 20 ..... CM 4.2600 2.40 0.05 120 0.000003 10-0 Pt 0.000 122 124 30-81/2 30-8% 28.573 28.573 10-0 Pe Pv RN 2.7050 2.40 0.13 120 0.000026 2-0% Pt 0.000 124 25 30-81/2 32-9% 28.573 27.686 P0(12-0) 12-0 14-0% Pe Pv -0.887 I • 2.7050 2.40 0.13 120 0.000026 173'-3 Pt 0.005 25 74 32-9% 32-9% 27.686 27.691 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv RN 2.7050 2.40 0.13 120 0.000026 2-0% Pt 0.000 74 73 32-9% 30-81/'2 27.691 28.579 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 2.40 0.02 120 0.000000 10,-0 Pt 0.000 73 67 30-81/'2 30-8% 28.579 28.579 10-0 Pe Pv ••••• Route 21 ..... RN 2.7050 3.66 0.20 120 0.000056 2-0% Pf 0.001 75 76 32-9% 308h/2 3.66 27.728 28.616 Flow (q) from Route 28 P0(12-0) 12-0 1401/2 Pe Pv 0.887 CM 6.3570 17.36 0.18 120 0.000015 10-0 Pt 0.000 76 71 3081,4 30'-8/z 13.69 28.616 28.616 Flow (q) from Route 22 10-0 Pe Pv •••••• Route 22 ..... RN 2.7050 3.51 0.20 120 0.000052 201/2 Pt 0.001 77 78 32-9% 30-8% 3.51 27.728 28.616 Flow (q) from Route 36 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 13.69 0.14 120 0.000010 10-0 Pt 0.000 78 76 30-81A 30-8% 10.18 28.616 28.616 Flow (q) from Route 23 10-0 Pe Pv - ..... Route 23 ..... RN 2.7050 3.43 0.19 120 0.000049 2-01/2 Pt 0.001 79 80 32'-9 3081/2 3.43 27.728 28.616 Flow (q) from Route 29 P0(12-0) 12-0 1401/2 Pe jPv 0.887 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/19/2016 12:46:43PM Page 4 Job Number: 15-821 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 10.18 0.10 120 0.000006 10-0 Pf 0.000 80 78 30-8% 3O81/z 6.76 28.616 28.616 Flow (q) from Route 24 10-0 Pe Pv ..... Route 24 ..... RN 2.7050 3.38 0.19 120 0.000048 20h/2 Pt 0.001 81 82 32-93/4 30-8Y2 3.38 . 27.728 28.616 Flow (q) from Route 35 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 6.76 0.07 120 0.000003 10-0 Pt 0.000 82 80 30-8% 30-8% 3.37 28.616 28.616 Flow (q) from Route 25 10-0 Pe Pv Go ..... Route 25 ..... RN 2.7050 3.37 0.19 120 0.000048 2-0% 12-0 14-0% Pf Pe Pv 0.001 0.887 83 32-9% 3.37 27.728 Flow (q) from Route 27 84 30-8% 28.616 P0(12-0) CM 6.3570 3.37 0.03 120 0.000001 10-0 Pt 0.000 84 82 30-8% 30-8% 28.616 28.616 10-0 Pe Pv ..... Route 26 ..... RN 2.7050 4.89 0.27 120 0.000095 201/2 Pt 0.001 61 64 32-9% 3081/2 4.89 27.728 28.617 Flow (q) from Route 34 P0(1 2-U) 12-0 14-0% Pe Pv 0.887 ..Route 27 ..... CM 4.2600 6.76 0.15 120 0.000019 10-0 Pt 0.000 V 30-8% 30-8% 28.607 28.607 10-0 Pe Pv 4.2600 3.37 0.08 120 0.000005 10-0 Pt 0.000 94 96 30-8% 30-8% 28.607 28.607 10-0 Pe Pv RN 2.7050 3.37 0.19 120 0.000048 2-0% Pt 0.001 96 95 30-8% 32-9% 28.607 27.720 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 3.37 0.19 120 0.000048 143-3 24-0 167-3 Pt Pe Pv 0.008 95 32-9% 27.720 P0(12-0) 83 32-9% 27.728 P0(12-0) =. ..... Route 28..... RN 2.7050 3.66 0.20 120 0.000056 2-0% Pt 0.001 88 87 3081,4 32-9% 17.36 28.605 27.719 P0(12-0), Flow (q) from Route 30 12-0 14-0% Pe Pv -0.887 BL 2.7050 3.66 0.20 120 0.000056 143-3 Pt 0.009 87 75 32-9% 32-9% 27.719 27.728 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv =. ..... Route 29 ..... CM 4.2600 13.69 0.31 120 0.000070 10-0 Pt 0.001 8 3081/2 30-8% 17.36 28.605 28.606 Flow (q) from Route 30 . 10-0 Pe Pv 4.2600 10.18 0.23 120 0.000041 10-0 10-0 Pt Pe Pv 0.000 90 308h/2 28.606 92 3081/2 28.607 RN 2.7050 3.43 0.19 120 0.000049 2-0% Pt 0.001 92 91 30-8% 32-9% 28.607 27.720 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 3.43 0.19 120 0.000049 143-3 24-0 167-3 Pt Pe Pv 0.008 91 32-9% 27.720 P0(12-0) 79 32-9% 27.728 P0(12-0) Qb ..... Route 3O ..... CM 4.2600 17.36 0.39 120 0.000109 10-0 Pt 0.001 86 88 30-8% 30-8% 28.604 28.605 10-0 Pe Pv 40 ...Route 31 ..... BL 2.7050 55.82 3.12 120 0.008622 165-3 12-0 177-3 Pt Pe Pv 1.528 56 32-9% 26.036 111 32-9% 27.564 P0(12-0) RN 2.7050 55.82 3.12 120 0.008622 2-0% 12-0 14-0% Pt Pe Pv 0.121 0.887 111 32-9% 27.564 110 30-8% 28.573 P0(12-0) =...... Route 32 ..... RN 2.7050 2.97 0.17 120 0.000038 0-7% Pt 0.000 43 42 31-4 3081/2 2.97 28.323 28.588 Flow (q) from Route 33 P0(12-0) 12-0 12-7% Pe Pv 0.264 ..... Route 33 ..... f,© M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.52.0 2/19/2016 12:46:43PM Paqe 5 Job Number: 15-821 Report Description: Liaht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.7050 2.97 0.17 120 0.000038 7-01/2 Pt 0.001 97 98 30-8% 32'-9Y4 28.579 27.693 P0(12-0) 12-0 140h/z Pe Pv -0.887 BL 2.7050 2.97 0.17 120 0.000038 174-3% Pf 0.008 98 43 32'-9Y4 31-4 27.693 28.323 P0(12-0) P0(12-0) . 24-0 198-3% Pe Pv 0.623 ..Route 34 ..... RN 2.7050 4.89 0.27 120 0.000095 2'-O% Pt 0.001 121 120 30-8% 32'-91h 28.595 27.709 P0(12-0) 12-0 1401/2 Pe Pv -0.887 BL 2.7050 4.89 0.27 120 0.000095 173-3 Pt 0.019 120 61 32'-91h 32-9Y4 27.709 27.728 P0(12-0) Z, P0(12-0) 24-0 197-3 Pe Pv =. ..... Route 35 ..... RN 2.7050 3.38 0.19 120 0.000048 2-0% Pf 0.001 94 93 30-81/2 32-9% 28.607 27.720 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 3.38 0.19 120 0.000048 143-3 Pt 0.008 93 81 32-91h 32'-9'h 27.720 27.728 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv - Route 36 ..... RN 2.7050 3.51 0.20 120 0.000052 2-0% 12-0 14-0% Pt 0.001 Pe -0.887 Pv 90 30-8% 28.606 P0(12-0) 32-9% 27.719 • 2.7050 3.51 0.20 120 0.000052 143-3 Pt 0.009 77 32-9% 32-9% 27.719 27.728 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv ..Route 37 ..... UG 7.7100 178.34 1.23 150 0.000298 98-101/2 Pt 0.043 12 11 4-0 4-0 43.832 43.875 T(44-8) 44-8 143-6% Pe Pv UG 7.7100 151.39 1.04 150 0.000220 171-01/2 Pt 0.053 11 10 4-0 4-0 43.875 43.927 4EE(11'-53/.), E(22'-11%) 68-11 239-11% Pe Pv Go ..Route 38 ..... UG 7.7100 26.95 0.19 150 0.000009 1415-8% Pt 0.015 11 5 4-0 4-0 43.875 43.889 4EE(11-5%), 5E(22'-l1%), T(44-8) 205-5% 1621-2 Pe Pv Fittgs (C120 I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor ç ValuMtiItpheF I Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 I , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/19/2016 12:46:43PM Page 6 AO Arm-Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen-Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe EZ" Job Number: 15-821 Report Descriotion: Liaht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length ~Press`urreDownstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summay Upstream - Total Length ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device I'd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. gffl AutoSPRINK® 12 v12.0.52.0 2/19/2016 12:46:43PM Page 7 Job Number: 15-821 Rcanrtrt flpqrrinfinn I iciht ki7arr1 Water Supply at Node I 100 90- 80— Static Pressure 74.000 70- 60 1 50 EL 98.06 @ 40.864 7450.00,38.000 30 20— System demand curve 10 0_hhhhhhhhhh111111 11111111 _______ ________ IllIllIll liii II 902900 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 74.000 Rosidual: pressu,e 38.000 @ 7450.00 Acailabte P,aaoc,e at Tin,a at Teat 73.907 @ 298.06 Syale,,, Da,na,aj 40.864 @ 298.06 Syslea, Dea,and (tncbtd.g Ha,. Macan,. H Sa,nae) 40.864 @ 298.06 © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.52.0 2/19/2016 12:46:55PM Page 1 Job Number: 15-821 Report Description: ESFR OR jebNunrber - 15-821 Design Engineer STEVE SCOTT Job Nanre: Shea Industrias SlaleCediflca/oniUcense Number 558084 C-16 Address I 6131 & 6133 Innovation Way AHJ Carlsbad Fire Department Address 2 Carlsbad, Ca. 92009 Job Site/Building Remote Area # 3 Address 3 Drawing Name Bldg 2 Remote Area # 3.cad ste 3 M Rmt iW Most Demanding SprinlderOuta 25.2 K-Factor 112.70 at 20.000 Occupancy ESFR JobSeflie Hose Allowance At Source 0.00 Pressure 50.000 Area of Application NA Additional Hose Supplies Node Flow(gpm) Hose At Node 7 250.00 p Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 100.00ft2 - Total Hose Streams 250.00 System Flew Demand 1610.75 Total Water Required (Including Hose Allowance) 1610.75' Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground - 15.56 between nodes 90 and 94 Maximum Velocity Under Ground 9.35 between nodes 12 and 15 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 16490.65ga1 Hose Flow Node Name (gpm) Static (psi) Residual , Flow (psi) -' (gpm) Available ,,-.. Total Demand (psi) -' (gpm) Required (psi) Safety Margin (psi) Water Supply 74.000 38.000 I 7450.00 71.883 1610.75 56.602 15.281 p ContreclorNumbel Contact Naroe Contact Title Name of Contractor: Phone Extension Address I I FAX Address 2 E.rnail Address 3 - Web.Sile , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:53:24AM Page 1 Job Number: 15-821 Report ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.318 Sprinkler 301 114.16 112.70 25.2 20.524 Sprinkler 302 113.62 112.70 25.2 20.328 Sprinkler 303 113.43 112.70 25.2 20.260 Sprinkler 304 113.47 112.70 25.2 20.273 Sprinkler 305 112.86 112.70 25.2 20.057 Sprinkler 306 113.43 112.70 25.2 20.261 c Sprinkler 307 112.70 112.70 25.2 20.000 Sprinkler 308 112.86 112.70 25.2 20.057 Sprinkler 309 114.31 112.70 25.2 20.575 Sprinkler 310 112.70 112.70 25.2 20.000 Sprinkler 311 113.70 112.70 25.2 20.357 Sprinkler 312 113.53 112.70 25.2 20.296 Most Demanding Sprinkler Data I I . (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.52.0 2/15/2016 11:53:40AM Page 1 - Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..Routel ..... BL 2.7050 110.25 6.16 120 0.030367 9-0 Pt 0.273 307 304 32-3% 32-3% 112.70 25.2 20.000 20.273 Sprinkler 9-0 Pe Pv BL 2.7050 223.71 12.49 120 0.112443 97-1% Pf 12.270 304 60 32-3% 32-3% 113.47 25.2 20.273 32.544 Sprinkler, P0(12-0) 12-0 109-1% Pe Pv RN 2.7050 223.71 12.49 120 0.112443 2-0% Pt 1.579 60 59 32'-3% 30-2% 32.544 35.011 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 223.71 2.26 120 0.001753 10-0 Pt 0.018 59 55 30-2% 30-2% 35.011 35.028 10-0 Pe Pv CM 6.3570 447.11 4.52 120 0.006311 10-0 Pt 0.063 55 51 30-2% 30-2% 223.39 35.028 35.091 Flow (q) from Route 3 10-0 Pe Pv CM 6.3570 669.34 6.77 120 0.013312 10-0 Pt 0.133 51 47 30-2% 30-2% 222.23 35.091 35.224 Flow (q) from Route 5 10,-0 Pe Pv CM 6.3570 749.21 7.57 120 0.016400 10-0 Pt 0.164 47 -30-21/2 30-2% 79.87 35.224 35.388 Flow (q) from Route 2 10,-c Pe Pv 821.60 8.31 120 Pt6.3570 0.019451 10-0 0.195 0 ' M3 30-2% 30-2% 72.39 35.388 35.583 Flow (q) from Route 19 10-0 Pe Pv 6.3570 888.42 8.98 120 0.022478 0-9 Pt0.865 40 30-21/2 30-2% 66.82 35.583 36.448 Flow (q) from Route 18 T(37'-8%) 37-8% 38-5% Pe Pv FM 6.3570 1360.75 13.76 120 0.049466 11-8% Pt 1.450 40 32 30-2% 30-21/2 472.33 36.448 37.897 Flow (q) from Route 8 E(17'-7%) 17-7% 29-3% Pe Pv FR 6.3570 1360.75 13.76 120 0.049466 26'-9 Pt 1.323 32 34 30-2% 3'51/2 37.897 50.818 26-9 Pe Pv 11.597 FR 8.2490 1360.75 8.17 120 0.013908 7-10% Pt 1.678 34 13 3-5% 2-2% 50.818 53.049 BV(14'-1%), 3fE(15'-3%), CV(52'-10%) 112-9 120-7% Pe Pv 0.553 FM 8.2490 1360.75 8.17 120 0.013908 3'-6 Pt 0.049 13 14 2-2% -1-3% - 53.049 54.615 3'-6 Pe Pv 1.517 UG 8.4500 1360.75 7.78 140 0.009300 2-8% Pt 0.319 14 15 -1-3% 4-0 54.615 56.097 E(31'-71/2) 31-7% 34-3% Pe Pv 1.163 7.7100 1360.75 9.35 150 0.012791 29-1% Pt 0.944 P 4-0 4-0 56.097 57.041 T(44'-8) 44'-8 73-9% Pe Pv UG 7.7100 1030.71 7.08 150 0.007651 25-2% Pt 0.535 12 5 4-0 4-0 57.041 57.575 T(44'-8) 44-8 69-10% Pe Pv UG 7.7100 873.12 6.00 150 0.005629 155-31/2 Pt 1.133 5 4 -4-0 4-0 57.575 58.708 2EE(11'-5%), E(22'-l1%) 45-11% 201-2% Pe Pv UG 8.4500 873.12 5.00 140 0.004093 39'-8 Pt 6.550 4 3 -4-0 17-0 58.708 56.154 3E(31'-71/.), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 873.12 6.00 150 0.005629 5-7% Pt 0.283 3 2 17-0 17-0 56.154 56.437 T(44'-8) 44'-8 50-3% Pe Pv UG 11.3100 873.12 2.79 150 0.000871 1 188-8% Pt 0.164 2 1 17-0 17-0 56.437 56.602 Water Supply - 188-8% Pe Pv 0.00 Hose Allowance At Source 1 1610.75 66 ...Route2 ..... BL 2.7050 2.45 0.14 120 0.000027 10,-0 Pt 0.000 307 310 32-3% 32-3% 112.70 25.2 20.000 20.000 Sprinkler 10,-0 Pe Pv BL 2.7050 115.15 6.43 120 0.032909 9-0 Pt 0.296 310 312 32-3% 32-3% 112.70 25.2 20.000 20.296 Sprinkler 9-0 Pe Pv r'k nc M F P CAfl Inr 3I AIItSPRNK 12 v12 052 0 2/15/2016 11:53:49AM Paae 1 Job Number: 15-821 Renort Desrrintinn FSFP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 228.68 12.77 120 0.117101 48-1% Pt 7.041 312 104 3231/4 32'-3'/4 113.53 25.2 20.296 27.337 Sprinkler, P0(12-0) 12-0 601h/z Pe Pv RN 2.7050 228.68 12.77 120 0.117101 2-0% Pf 1.645 104 103 32-3% 30-2% 27.337 29.869 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 4.2600 228.68 5.15 120 0.012823 10-0 Pf 0.128 103 99 30-2% 30-2% 29.869 29.998 10-0 Pe Pv CM 4.2600 458.32 10.32 120 0.046407 10-0 Pt 0.464 99 94 30-2% 30-2% 229.64 29.998 30.462 Flow (q) from Route 4 10-0 Pe Pv CM 4.2600 691.42 15.56 120 0.099300 10-0 Pt 0.993 94 90 30-2% 30-2% 233.10 30.462 31.455 Flow (q) from Route 6 10-0 Pe Pv RN 2.7050 79.87 4.46 120 0.016728 2-0% Pf 0.235 90 91 30-2% 32-3% 31.455 30.802 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 79.87 4.46 120 0.016728 . 173-3 24-0 197-3 Pt Pe Pv 3.300 91 32-3% 30.802 P0(12-0) 48 32'-3% 34.102 PO(12'-0) RN 2.7050 79.87 4.46 120 0.016728 2-01/2 Pf 0.235 48 323h/4 30-2% 34.102 35.224 P0(12-0) 12-0 14-0% Pe Pv 0.887 ,.... Route 3 2.70 .... 50 109.78 6.13 120 0.030125 9-0 Pt 0.271 305 302 32-3% 32-3% 112.86 25.2 20.057 20.328 Sprinkler 9-0 Pe Pv BL 2.7050 223.39 12.47 120 0.112144 97-1% Pt 12.238 302 56 32-3% 32'-3% 113.62 25.2 20.328 32.565 Sprinkler, P0(12-0) 12-0 109-11/2 Pe Pv RN 2.7050 223.39 12.47 120 0.112144 2-0% Pt 1.575 56 55 32'-3% 30-2% 32.565 35.028 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..Route4 ..... BL 2.7050 3.08 0.17 120 0.000041 10-0 Pf 0.000 305 308 32-3% 32-3% 112.86 25.2 20.057 20.057 Sprinkler 10-0 Pe Pv BL 2.7050 115.94 6.47 120 0.033330 9-0 Pt 0.300 308 311 32-3% 32-3% 112.86 25.2 20.057 20.357 Sprinkler 9-0 Pe Pv BL 2.7050 229.64 12.82 120 0.118014 48-1% Pt 7.096 311 100 32-3% 32-3% 113.70 25.2 20.357 27.453 Sprinkler, P0(12-0) 12-0 60-1% Pe Pv 2.7050 229.64 12.82 120 0.118014 2-0% Pt 1.658 P 032-3% 30-2% 27.453 29.998 P0(12-0) 12-0 14-0% 1 Pe Pv 0.887 ..Route5 ..... BL 2.7050 108.06 6.03 120 0.029263 9-0 Pt 0.263 303 301 32-3% 32-3% 113.43 25.2 20.260 20.524 Sprinkler 9-0 Pe Pv BL 2.7050 222.23 12.41 120 0.111065 97-1% Pt 12.120 301 52 32-3% 32-3% 114.16 25.2 20.524 32.644 Sprinkler, P0(12-0) 12-0 109-1% Pe Pv RN 2.7050 222.23 12.41 120 0.111065 2-01/2 Pt 1.560 52 51 32-3% 3021/2 32.644 35.091 P0(12-0) 12-0 14-0% Pe Pv 0.887 D. ..... Route 6 ..... BL 2.7050 5.36 0.30 120 0.000113 10-0 Pt 0.001 303 306 32'-3% 32-3% 113.43 25.2 20.260 20.261 Sprinkler 10-0 Pe Pv BL 2.7050 118.80 6.63 120 0.034864 9-0 Pt 0.314 306 309 32-3% 32-3% 113.43 25.2 20.261 20.575 Sprinkler 9,-0 Pe Pv BL 2.7050 233.10 13.01 120 0.121328 48-1% Pt 7.295 309 96 32-3% 32-3% 114.31 25.2 20.575 27.870 Sprinkler, P0(12-0) 12-0 60-1% Pe Pv RN 2.7050 233.10 13.01 120 0.121328 2-0% Pt 1.704 96 94 32-3% 30-2% 27.870 30.462 P0(12-0) 12-0 14-0% Pe Pv 0.887 ••Route7 ..... (,,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:53:49AM Page 2 [!4 [ i1auji Iyis. Job Number: 15-821 Pnrrt flcc,'rinfinr II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.7100 250.00 1.72 150 0.000557 17-0% Pt 0.034 7 6 4-0 4-0 250.00 57.318 57.353 Hose T(44'-8) 44-8 61-83/4 Pe Pv UG 7.7100 580.05 3.99 150 0.002641 185-71/2 Pt 0.608 6 11 4-0 4-0 330.05 57.353 57.961 Flow (q) from Route 35 T(44-8) 44'-8 23031/2 Pe Pv UG 7.7100 737.64 5.07 150 0.004120 171-0'/2 Pt 0.989 11 10 -4-0 -4-0 157.59 57.961 58.950 Flow (q) from Route 36 4EE(11-5%), E(22-11%) 68-11 239-11% Pe Pv UG 8.4500 737.64 4.22 140 0.002996 39-8 Pt 6.403 10 9 4-0 17-0 58.950 56.248 3E(31'-71/2) BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 737.64 5.07 150 0.004120 5-7% Pt 0.207 9 8 17-0 17-0 56.248 56.456 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 737.64 2.36 150 0.000638 229'-3/2 1 Pt 0.146 8 1 17-0 17-0 .56.456 56.602 229-3'/2 Pe PV =...... Route 8 ..... RN 2.7050 67.44 3.76 120 0.012230 2014 Pt 0.172 45 46 32-3% 30-2'/2 67.44 35.060 36.119 Flow (q) from Route 26 P0(12-0) 12-0 14-0% Pe Pv 0.887 6.3570 472.33 4.77 120 0.006985 9-3 Pt0.328 kF6 3021/2 302h/2 404.89 36.119 36.448 Flow (q) from Route 9 T(37-8%)46-11% 37-8% Pe Pv Route 9 ..... 2.7050 61.65 3.44 120 0.010360 201/2 Pt 0.146 49 50 32-3% 30-2% 61.65 35.034 36.067 Flow (q) from Route 27 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 404.89 4.09 120 0.005253 10-0 Pt 0.053 50 46 30-2% 30-2% 343.25 36.067 36.119 Flow (q) from Route 10 10-0 Pe Pv ..Route 10 ..... RN 2.7050 57.07 3.19 120 0.008982 2-0% Pt 0.126 53 54 32-3% 30-2% 57.07 35.015 36.028 Flow (q) from Route 30 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 343.25 3.47 120 0.003870 10-0 Pt 0.039 54 50 30-2% 3021/2 286.17 36.028 36.067 Flow (q) from Route 11 10-0 Pe Pv =......Route ll ..... RN 2.7050 53.60 2.99 120 0.007998 2-0% Pt 0.112 57 58 32-3% 30-2% 53.60 35.001 36.001 Flow (q) from Route 29 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 286.17 2.89 120 0.002764 10-0 N 0.028 8 30-2% 30-2% 232.57 36.001 36.028 Flow (q) from Route 12 10-0 Pe Pv ..Route 12 ..... RN 2.7050 42.51 2.37 120 0.005207 2-0% Pt 0.073 61 62 32-3% 302h/2 42.51 35.021 35.982 Flow (q) from Route 20 P0(12-0) 12-0 140h/z Pe Pv 0.887 CM 6.3570 232.57 2.35 120 0.001883 10-0 Pt 0.019 62 58 30-2% 30-2% 190.07 35.982 36.001 Flow (q) from Route 13 10-0 Pe Pv =......Route 13 ..... RN 2.7050 40.10 2.24 120 0.004675 2-0% Pt 0.066 63 64 32-3% 302h/2 40.10 35.016 35.969 Flow (q) from Route 21 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 190.07 1.92 120 0.001297 10-0 Pt 0.013 64 62 30-2% 30-2% 149.97 35.969 35.982 Flow (q) from Route 14 10-0 Pe Pv ..... Route l4 ..... RN 2.7050 38.48 2.15 120 0.004331 2-0% Pt 0.061 65 66 32-3% 302h/2 38.48 35.012 35.960 Flow (q) from Route 23 PO(12'O) 12-0 1401/z Pe Pv 0.887 CM 6.3570 149.97 1.52 120 0.000836 10-0 Pt 0.008 66 64 30-2% 30-2% 111.49 35.960 35.969 Flow (q) from Route 15 10-0 Pe Pv =.. .... Route 15 ..... RN 2.7050 37.51 2.09 120 0.004133 2-0% Pt 0.058 67 68 32-3% 30-2% 37.51 35.010 35.956 Flow (q) from Route 24 P0(12-0) 12-0 14-0% Pe Pv 0.887 , 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:53:49AM Page 3 III Job Number: 15-821 Pnnrt flprrinfirn rRc Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 111.49 1.13 120 0.000483 10-0 Pf 0.005 68 66 30-2% 30-21/2 73.98 35.956 35.960 Flow (q) from Route 16 10-0 Pe Pv ..Route 16 ..... RN 2.7050 37.05 2.07 120 0.004040 201,4 Pt 0.057 69 70 32'-3% 30-2% 37.05 35.009 35.953 Flow (q) from Route 25 P0(12-0) 12-0 14014 Pe Pv 0.887 CM 6.3570 73.98 0.75 120 0.000226 10-0 N 0.002 70 68 30-2% 30-2% 36.93 35.953 35.956 Flow (q) from Route 17 10-0 Pe Pv ..... Route 17 ..... RN 2.7050 36.93 2.06 120 0.004014 2-0% Pt 0.056 71 72 32-3% 30-2% 36.93 35.009 35.953 Flow (q) from Route 22 P0(12-0) 12-0 1401/2 Pe Pv 0.887 CM 6.3570 36.93 0.37 120 0.000063 10-0 Pt 0.001 72 70 30-2% 30 -2% 35.953 35.953 10-0 Pe Pv ..Route 18 ..... RN 2.7050 66.82 3.73 120 0.012026 2-01/2 Pt 0.169 41 42 32-3% 30-2% 66.82 34.526 35.583 Flow (q) from Route 32 P0(12-0) 12-0 14-0% Pe Pv 0.887 go .. Route 19 ..... RN 2.7050 72.39 4.04 120 0.013945 201/z Pt 0.196 , 32'-31h 30-2% 72.39 34.305 35.388 Flow (q) from Route 31 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..Route 20 ..... RN 2.7050 42.51 2.37 120 0.005207 3 74 73 30-2% 32-3% 232.57 34.965 34.150 P0(12-0), Flow (q) from Route 28 14-0% 2-0%F Pe-06.887 12-0 BL 2.7050 42.51 2.37 120 0.005207 143-3 Pt 0.871 73 61 32-3% 32-3% 34.150 35.021 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv ..... Route 21 ..... CM 4.2600 190.07 4.28 120 0.009108 10-0 Pt 0.09T- 74 76 30-21/2 30-21/2 232.57 34.965 35.056 ' Flow (q) from Route 28 10-0 Pe Pv RN 2.7050 40.10 2.24 120 0.004675 2-0% N 0.066 76 75 30-2% 32-3% 35.056 34.234 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 40.10 2.24 120 0.004675 143'-3 N 0.782 75 63 32-3% 32-3% 34.234 35.016 P0(1 2-U) P0(12-0) 24-0 167-3 Pe Pv -Route 22 ..... 4.2600 149.97 3.38 120 0.005875 10-0 Pt 0.059 • 30-21/2 30-2% 35.056 35.114 10-0 Pe Pv CM 4.2600 111.49 2.51 120 0.003395 10,-0 Pt 0.034 78 80 30-2% 30-2% 35.114 35.148 10'-0 Pe Pv CM 4.2600 73.98 1.67 120 0.001590 10,-0 Pt 0.016 80 82 30-2% 30-21/2 . 35.148 35.164 10'-0 Pe Pv CM 4.2600 36.93 0.83 120 0.000440 10-0 Pt 0.004 82 95 30-21/2 30-21/2 35.164 35.169 10-0 Pe Pv RN 2.7050 36.93 2.06 120 0.004014 2-0% Pt 0.056 95 89 30-2% 32-3% 35.169 34.338 P0(12-0) 12'-0 14-0% Pe Pv -0.887 BL 2.7050 36.93 2.06 120 0.004014 143-3 24-0 167-3 Pf Pe Pv 0.671 89 32-3% 34.338 P0(12-0) 71 32-3% 35.009 P0(12-0) ..... Route 23 ..... RN 2.7050 38.48 2.15 120 0.004331 2-0% Pt 0.061 78 77 30-21/2 32-3% 35.114 34.288 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 38.48 2.15 120 0.004331 143-3 Pf 0.724 77 65 32-3% 32-3% 34.288 35.012 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv -.. .... Route 24 ..... RN 2.7050 37.51 2.09 120 0.004133 201/z 12-0 14-0% N 0.058 Pe -0.887 Pv 80 30-21/2 35.148 P0(1 2-U) 79 32-3% 34.319 (9 M.E.P.CAD, Inc. 4j AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:53:49AM Page 4 Job Number: 15-821 Rnrrf fla rirf inn SP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 37.51 2.09 120 0.004133 143-3 Pf 0.691 79 67 32-3% 32-3% 34.319 35.010 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv .. Route 25 ..... RN 2.7050 37.05 2.07 120 0.004040 2-0% Pt 0.057 82 81 30-2% 32-3% 35.164 34.334 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 37.05 2.07 120 0.004040 143-3 Pt 0.676 81 69 32-3% 32-3% 34.334 35.009 P0(12-0) P0(12-0) 24-0 167-3 Pe Pv ..... Route 26 ..... RN 2.7050 67.44 3.76 120 0.012230 2-0% Pt 0.172 88 87 30-21/2 32-3Y4 472.33 33.363 32.648 P0(12-0), Flow (q) from Route 33 12-0 14-0% Pe -0.887 Pv BL 2.7050 67.44 3.76 120 0.012230 173-3 Pt 2.412 87 45 32-3% 32-3% 32.648 35.060 P0(12-0) P0(12-0) 24-0 197-3 Pe IPv =. ..... Route 27 ..... CM 4.2600 404.89 9.11 120 0.036899 10-0 Pt 0.369 88 93 30-2% 30-2'/z 472.33 33.363 33.732 Flow (q) from Route 33 10-0 Pe Pv RN 2.7050 61.65 3.44 120 0.010360 2-0% Pt 0.146 p 30-21/2 32-3% . 33.732 32.991 P0(12-0) 12-0 14-0% Pe -0.887 Pv - 2.7050 61.65 3.44 120 0.010360 173-3 Pt 2.044 92 49 32-3% 32-3% 32.991 35.034 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv ..Route 28 ..... CM 4.2600 286.17 6.44 120 0.019418 10-0 Pt 0.194 98 102 30-21/2 30'-2% 34.004 34.198 10-0 Pe Pv CM 4.2600 232.57 5.24 120 0.013230 40-0 Pt 0.766 102 74 30-21/2 30-2% 34.198 34.965 2fE(8-111/2) 17-11 57-11 Pe Pv ..... Route 29 ..... RN 2.7050 53.60 2.99 120 0.007998 20h/2 Pt 0.112 102 101 30-2% 32-3% 34.198 33.423 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 53.60 2.99 120 0.007998 173-3 Pt 1.578 101 57 32-3% 32-3% 33.423 35.001 P0(12-0) Z, P0(12-0) 24-0 197-3 Pe Pv fia ..... Route 3O ..... CM 4.2600 343.25 7.73 120 0.027183 10-0 Pt 0.272 P 30-21/2 30-2% 33.732 34.004 10-0 Pe Pv 2.7050 57.07 3.19 120 0.008982 2-0% Pt 0.126 98 97 30-2% 32-3% 34.004 33.243 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 57.07 3.19 120 0.008982 173-3 Pt 1.772 97 53 32-3% 32-3% 33.243 35.015 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv .. Route 31 ..... RN 2.7050 72.39 4.04 120 0.013945 2-01/2 Pt 0.196 85 86 30-2% 32-3% 611.54 32.246 31.554 P0(12-0), Flow (q) from Route 34 12-0 14-0% Pe -0.887 Pv BL 2.7050 72.39 4.04 120 0.013945 173-3 Pt 2.751 86 44 32-3% 32-3% 31.554 34.305 P0(12-0) P0(12-0) 24-0 197-3 Pe Pv - Route 32 ..... CM 4.2600 539.15 12.14 120 0.062676 10-0 Pt 0.627 85 84 30-2% 30-2% 611.54 32.246 32.873 Flow (q) from Route 34 10-0 Pe Pv RN 2.7050 66.82 3.73 120 0.012026 2-0% Pt 0.169 84 83 30-2% 32-3% 32.873 32.154 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 66.82 3.73 120 0.012026 173-3 Pt 2.372 83 41 32-3% 32-3% 32.154 34.526 P0(12-0) P0(12-0) 24-0 197-3 ~Pv Pe -. ..... Route 33 ..... (, © M.E.P.CAD, Inc. 41AutoSPRlNK® 12 02.0.52.0 2/15/2016 11:53:49AM Page 5 4 IHydrau1ic Analysis Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 4.2600 472.33 10.63 120 0.049066 10-0 Pf 0.491 84 30-2% 32.873 Pe 88 30-2% 33.363 10-0 Pv ..... Route 34 ..... CM 4.2600 611.54 13.77 120 0.079126 10-0 P1 0.791 90 30-21/2 31.455 Pe 85 30-2% 32.246 10-0 Pv =. ..... Route 35 ..... UG 7.7100 330.05 2.27 150 0.000931 1 237-11/4 Pf 0.312 12 4-0 57.041 . 97-0 Pe 6 4-0 57.353 4E(22'-l1%), PIV(5-1%) 334-11% Pv ..... Route 36 ..... UG 7.7100 157.59 1.08 150 0.000237 141581/2 Pf 0.386 5 -4-0 57.575 T(44'-8) 210-61/. Pe 11 40 57.961 5E(22-113/.), 4EE(11'-5%), 1626-3% Pv PIV(5'-11/4) Equivalent Pipe LengtIs of Valves and Fittings (C120 only) C Value Multiplier I Actual Inside Diameter \487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units 4.egend Fittings Legend 0 Arm-Over Diameter Inch ALV Alarm Valve L Branch Line Elevation . Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig P1 Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 11 %* Elbow Ee2 22%° Elbow Flow Device fd Flex Drop FDC Fire Department Connection 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (4, © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0. 52.0 2/15/2016 11:53:49AM Page 6 0 Job Number: 15-821 D-A r,..,+;....,. CD Water Supply at Node I 100-: 80- Static Pressure 74.000 60 X 1610.75 i 56.602 a. 50 11_____________ 40.- 7450.00 cJ 38.000 System demand cue 30. 20 10 0_IILLLLJ.1.1.1.j.1_1_lhhhhhhhhltltlulltllllll111 111111111 liii Ill IllIllIlt 111111111 945000 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Itydreulic Graph Water Supply at Node 1 Stphc: Pressure 74.000 Residual: Pressure 38.000 Q 7450.00 Acallatle Pressure at lime at Test 71.883 @ 1610.75 SyStes Oerrraed 56.602 @ 1610.75 Spiro, Oemarrd (frukrdfrrg Hera uleuunce at Sateco) 56.602 @ 1610.75 (.,©M.E.P.CAD, Inc. rAutoSPRlNK®12v12.0.52.0 2/15/2016 11:54:02AM Page 1 Job Number: 15-821 CO Job Number Design Engineer 15-821 STEVE SCOTT Job Name. . Shea Industrials State CertifrcabonttJcense Number 558084 C-16 Address I AHJ 6131 & 6133 Innovation Way Carlsbad Fire Department Address 2 Job Site/Building Carlsbad, Ca. 92009 Remote Area # 2 Address 3 Draveng Name Bldg 2 Remote Area 1 & 2.cad 44J Most Demanding Sprinkler Data Occupancy Job Sot/s 25.2 K-Factor 112.70 at 20.000 ESFR Hess Allowance At Source Pressure Area of Application 0.00 50.000 NA Add/renal Hose Supplies Number Of Spr)nlrJers Calculated Coverage Per Sprinider Flow(Qpm) 100. 00f12NQcfi 12 ir Hose At Node 7 250.00 I Total Hess Streams 250.00 System Ftnw Demand 101st Water Required including Hose Allowance) 1621.98 1621.98 Mae/mum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.51 between nodes 76 and 78 Maximum Velocity Under Ground 9.43 between nodes 12 and 15 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 16490.65ga1 RINI 5=10A. Hose Flow Static Residual , Flow Available , Total Demand Required Safety Margin Node Name (gpm) (psi) k— (psi) (gpm) (psi) '— (gpm) (psi) (psi) 1 WaterSupply 74.000 . 38.000 7450.00 .71.855 I 1621.98 57.172 14.683 I Contractor Number Contact Name Contact This Name of Contractor: Phone . Extension Address t FAX Address 2 E.mat Address 3 Web-Site &© M.E.P.CAD, Inc. iAutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:51:44AM Page 1 Job Number: 15-821 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.860 Sprinkler 201 115.47 112.70 25.2 20.997 Sprinkler 202 114.92 112.70 25.2 20.795 Sprinkler 203 113.49 112.70 25.2 20.283 Sprinkler 204 114.79 112.70 25.2 20.751 Sprinkler 205 114.21 112.70 25.2 20.540 Sprinkler 206 112.70 112.70 25.2 20.000 Sprinkler 207 114.80 112.70 25.2 20.754 Sprinkler 208 114.21 112.70 25.2 20.542 Sprinkler 209 112.70 112.70 25.2 20.000 Sprinkler 210 115.86 112.70 25.2 21.139 Sprinkler 211 115.23 112.70 25.2 20.909 Sprinkler 212 113.59 112.70 25.2 20.318 Most Demanding Sprinkler Data p p ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.52.0 2/15/2016 11:52:02AM Pane 1 Job Number 15821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ...Route I ..... BL 2.7050 112.35 6.27 120 0.031446 9-0 Pt 0.283 206 203 32-3% 32-3% 112.70 25.2 20.000 20.283 Sprinkler 9-0 Pe Pv BL 2.7050 225.84 12.61 120 0.114431 871h/2 Pf 11.343 203 49 32-3% 32-3% 113.49 25.2 20.283 31.626 Sprinkler, P0(12-0) 12-0 99-1% Pe Pv RN 2.7050 225.84 12.61 120 0.114431 2'-0/2 Pt 1.607 49 50 32-3% 30-2% 31.626 34.121 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 225.84 2.28 120 0.001784 10-0 Pt 0.018 50 48 30-21/2 3021/2 34.121 34.139 10-0 Pe Pv CM 6.3570 446.99 4.52 120 0.006308 10-0 Pt 0.063 48 42 30-2% 30-2% 221.15 34.139 34.202 Flow (q) from Route 3 10-0 Pe Pv CM 6.3570 666.79 6.74 120 0.013219 10-0 Pt 0.132 42 34 30-2% 30-2% 219.80 34.202 34.334 Flow (q) from Route 5 10-0 Pe Pv CM 6.3570 749.27 7.57 120 0.016402 10-0 10-0 Pt Pe Pv 0.164 34 30-2% 82.48 34.334 Flow (q) from Route 10 30 30-2% 34.498 CM 6.3570 823.82 8.33 120 0.019548 8-3 Pt 0.776 0 30-21/2 30-2% 74.55 34.498 35.274 Flow (q) from Route 9 tT(31-5'h) 31-5% 39-8% Pe Pv 6.3570 1371.98 13.87 120 0.050224 0-0 Pt 0.631 28 26 30-2% 29'-3% 548.15 35.274 36.302 Flow (q) from Route 2 fE(12-7) 12-7 12-7 Pe Pv 0.397 FM 8.2490 1371.98 8.24 120 0.014121 201-0% Pt 3.137 26 16 29-3% 29-31/2 36.302 39.447 E(21-1%) 21-1% 222-2% Pe Pv 0.007 FR 8.2490 1371.98 8.24 120 0.014121 31-8 Pt 2.371 16 13 29-31/2 2-2% 39.447 53.564 BV(14-1Y4), fT(38'-9), 2fE(15'-3Y4), CV(52-10%) 136-3 167-11 Pe Pv 11.745 FM 8.2490 1371.98 8.24 120 0.014121 3-6 Pt 0.049 13 14 221/4 -1-33/4 53.564 55.131 T-6 Pe Pv 1.517 UG 8.4500 1371.98 7.85 140 0.009443 2-8% Pt 0.324 14 15 -1-33% 4-0 55.131 56.617 E(31-71/,) 317h/2 34-3% Pe Pv 1.163 UG 7.7100 1371.98 9.43 150 0.012987 29-1% Pt 0.959 15 12 4-0 -4-0 56.617 57.576 T(44-8) 44-8 73-9% Pe Pv 7.7100 1038.29 7.14 150 0.007755 25-2% Pf 0.542 ! -4-0 -4 -0 57.576 58.118 T(44-8) 44-8 69-10% Pe Pv G 7.7100 879.34 6.04 150 0.005703 155-3% 45-11% 201-2% Pt Pe Pv 1.148 5 -4-0 58.118 . 4 40 59.265 2EE(11'53%) E(22-11%) UG 8.4500 879.34 5.03 140 0.004147 39-8 Pt 6.558 4 3 -4-0 17-0 59.265 56.719 3E(31-71/2), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 879.34 6.04 150 0.005703 5-7% Pt 0.287 3 2 17-0 17-0 56.719 57.006 1(44-8) 44-8 50-3% Pe Pv UG 11.3100 879.34 2.81 150 0.000882 188-81/2 Pt 0.167 2 1 17-0 17-0 57.006 57.172 Water Supply 188-8% Pe Pv 0.00 Hose Allowance At Source 1 1621.98 Go ..... Route 2 ..... BL 2.7050 0.35 0.02 120 0.000001 9-0 Pt 0.000 206 209 32-3% 32-3% 112.70 25.2 20.000 20.000 Sprinkler 9-0 Pe Pv BL 2.7050 113.04 6.31 120 0.031806 10-0 Pt 0.318 209 212 32-3% 32-3% 112.70 25.2 20.000 20.318 Sprinkler 10-0 Pe Pv BL 2.7050 226.63 12.65 120 0.115174 3501/2 1 Pt 6.409 212 81 32-3% 32-3% 113.59 25.2 20.318 26.727 Sprinkler, 2fE(4-3%), P0(12-0) 20-7% 55-7% 1 Pe Pv 11&©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.52.0 2/15/2016 11:52:12AM P2cle 1 IN Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.7050 226.63 12.65 120 0.115174 2'-0/2 Pf 1.618 81 82 32-3% 302h/2 26.727 29.232 P0(12-0) 12-0 14'-0'/2 Pe Pv 0.887 CM 4.3100 226.63 4.98 120 0.011915 9,-0 Pf 0.107 82 80 30-2% 3021,4 29.232 29.340 9-0 Pe Pv CM 4.3100 464.06 10.20 120 0.044865 10-0 Pf 0.449 80 78 30-2% 30-2% 237.42 29.340 29.788 Flow (q) from Route 4 10-0 Pe Pv CM 4.3100 705.19 15.51 120 0.097299 10-0 N 0.973 78 76 302h/2 30-2% 241.13 29.788 30.761 Flow (q) from Route 10-0 Pe Pv CM 4.3100 622.71 13.69 120 0.077299 10-0 Pf 0.773 76 74 30-2% 30-2% 30.761 31.534 10,-0 Pe Pv CM 4.3100 548.15 12.05 120 0.061055 10-0 N 0.611 74 72 30-2% 30-2% 31.534 32.145 10,-0 Pe Pv CM 4.3100 475.53 10.46 120 0.046938 10-0 Pf 0.469 72 70 30-2% 30-2% 32.145 32.614. 10-0 Pe Pv CM 4.3100 410.77 9.03 120 0.035803 10-0 10,-0 N Pe Pv 0.358 70 30-2% 32.614 8 30-2% 32.972 4.3100 352.62 7.75 120 0.026995 10-0 Pt 0.270 66 30-2% 30-2% 32.972 33.242 10-0 Pe Pv CM 4.3100 299.91 6.60 120 0.020007 10-0 N 0.200 66 64 30-2% 30-2% 33.242 33.442 10-0 Pe Pv CM 4.3100 251.55 5.53 120 0.014451 10-0 N 0.145 64 62 30-2% 30-2% 33.442 33.587 10-0 Pe Pv RN 2.7050 46.29 2.58 120 0.006098 2-0% 12-0 14-0% N 0.086 Pe -0.887 Pv 62 30'-2% 33.587 P0(12-0) 61 32-3% 32.785 BL 2.7050 46.29 2.58 120 0.006098 119-2 24-0 143-2 N Pe Pv 0.873 61 32-3% 32.785 P0(12-0) 45 32-3% 33.658 P0(12-0) RN 2.7050 46.29 2.58 120 0.006098 2-0% N 0.086 45 47 32-3% 30-2% 33.658 34.631 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 251.55 2.54 120 0.002178 40-0 N 0.142 47 18 30-2% 30-2% 205.26 34.631 34.773 Flow (q) from Route 15 2fE(12'-7) 25-1% 65-1% Pe Pv 6.3570 299.91 3.03 120 0.003015 10-0 N 0.030 20 30-2% 30-2% 48.36 34.773 34.803 Flow (q) from Route 11 10,-0 Pe Pv CM 6.3570 352.62 3.56 120 0.004068 10-0 Pt 0.041 20 22 30-2% 30-2% 52.72 34.803 34.844 Flow (q) from Route 12 10-0 Pe Pv CM 6.3570 410.77 4.15 120 0.005395 10-0 10-0 N Pe Pv 0.054 22 30-2% 58.15 34.844 Flow (q) from Route 13 24 30-2% 34.898 CM 6.3570 475.53 4.81 120 0.007073 10'-0 N 0.071 24 27 30-2% 30-2% 64.75 34.898 34.968 Flow (q) from Route 8 10,-0 Pe Pv CM 6.3570 548.15 5.54 120 0.009200 1-9 Pt 0.305 27 28 30-2% 30-2% 72.63 34.968 35.274 Flow (q) from Route 14 fT(31'-5%) 31-5% 33-2% Pe Pv -Route 3 ..... BL 2.7050 106.23 5.93 120 0.028350 9-0 Pt 0.255 205 202 32-3% 32-3% 114.21 25.2 20.540 20.795 Sprinkler 9-0 Pe Pv BL 2.7050 221.15 12.35 120 0.110066 871h/2 Pt 10.910 202 46 32-3% 32-3% 114.92 25.2 20.795 31.705 Sprinkler, P0(12-0) 12-0 99-11/2 Pe Pv RN 2.7050 221.15 12.35 120 0.110066 2-0% N 1.546 46 48 32-3% 30-2% 31.705 34.139 P0(12-0) 12-0 14'-0'/2 Pe Pv 0.887 .Route4 ..... f, © M.E.P.CAD, Inc. JAutoSPRINK® 12 v12.U.52.0 2/15/2016 11:52:12AM Page 2 Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 7.98 0.45 120 0.000236 9-0 N 0.002 205 208 32-3% 32-3% 114.21 25.2 20.540 20.542 Sprinkler 9-0 Pe Pv BL 2.7050 122.19 6.82 120 0.036731 10-0 Pf 0.367 208 211 32-3% 32-3% 114.21 25.2 20.542 20.909 Sprinkler 10-0 Pe Pv BL 2.7050 237.42 13.25 120 0.125521 34-0% Pt 5.780 211 79 32'-3% 32-3% 115.23 25.2 20.909 26.689 Sprinkler, P0(12-0) 12-0 46-0% Pe Pv RN 2.7050 237.42 13.25 120 0.125521 2-0% N 1.763 79 80 32-3% 30-2% 26.689 29.340 P0(12-0) 12-0 14.01/2 Pe Pv 0.887 ... ... Route 5 ..... BL 2.7050 104.33 5.82 120 0.027419 9-0 N 0.247 204 201 32-3% 32-3% 114.79 25.2 20.751 20.997 Sprinkler 9-0 Pe Pv BL 2.7050 219.80 12.27 120 0.108834 87-1% N 10.788 201 40 32-3% 32-3% 115.47 25.2 20.997 31.786 Sprinkler, P0(12-0) 12-0 99-1% Pe Pv RN 2.7050 219.80 12.27 120 0.108834 2-0% Pt 1.529 40 42 32-3% 30-2% 31.786 34.202 P0(12-0) 12-0 14-0% Pe Pv 0.887 . ..... Route 6..... 2.7050 10.46 0.58 120 0.000389 9-0 N 0.004 4*07 32-3% 32-3% 114.79 25.2 20.751 20.754 Sprinkler 9-0 Pe Pv BL 2.7050 125.27 6.99 120 0.038458 10-0 N 0.385 207 210 32-3% 32-3% 114.80 25.2 20.754 21.139 Sprinkler 10-0 Pe Pv BL 2.7050 241.13 13.46 120 0.129168 34-0% N 5.948 210 77 32-3% 32-3% 115.86 25.2 21.139 27.086 Sprinkler, P0(12-0) 12-0 46-0% Pe Pv RN 2.7050 241.13 13.46 120 0.129168 2-0% Pt 1.814 77 78 32-3% 30-2% 27.086 29.788 P0(12-0) 12-0 14-0% Pe Pv 0.887 . ..... Route 7 ..... UG 7.7100 250.00 1.72 150 0.000557 17-0% 44-8 61-8% N Pe Pv 0.034 7 -4'-0 250.00 57.860 Hose 6 4-0 57.894 T(44'-8) UG 7.7100 583.69 4.01 150 0.002672 185-71/2 N 0.615 6 11 4-0 4-0 333.69 57.894 58.510 Flow (q) from Route 33 T(44-8) 44-8 230.31,4 Pe Pv UG 7.7100 742.64 5.10 150 0.004172 171-01/2 Pt 1.001 11 4-0 -4-0 158.95 58.510 59.511 Flow (q) from Route 34 4EE(11-5%), E(22'-l1%) 68-11 239-11% Pe Pv tv-- 8.4500 742.64 4.25 140 0.003034 39-8 Pf 6.408 9 4-0 17-0 59.511 56.815 3E(31'-71/2), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 UG 7.7100 742.64 5.10 150 0.004172 5-7% Pt 0.210 9 8 17-0 17-0 56.815 57.024 1(44-8) 44-8 5031,4 Pe Pv UG 11.3100 742.64 2.37 150 0.000646 229-3% N 0.148 8 1 17-0 17-0 57.024 57.172 229-3% Pe Pv . ..... Route 8 ..... RN 2.7050 64.75 3.62 120 0.011346 1 2-0% N 0.159 23 24 32-3% 30-2% 64.75 33.851 34.898 Flow (q) from Route 28 P0(12-0) 12-0 1401,4 Pe Pv 0.887 . ..... Route 9 ..... RN 2.7050 74.55 4.16 120 0.014725 2-0% Pt 0.207 29 30 32-3% 30-2% 74.55 . 33.404 34.498 Flow (q) from Route 30 P0(12-0) 12-0 14.01/2 Pe Pv 0.887 . ..... Route lO ..... RN 2.7050 82.48 4.60 120 0.017751 2-01/2 Pt 0.249 33 34 32-3% 30-2% 82.48 33.197 34.334 Flow (q) from Route 31 P0(12-0) 12-0 14-0% Pe Pv 0.887 .. .... Route ll ..... RN 2.7050 48.36 2.70 120 0.006611 2-0% Pt 0.093 17 18 32-3% 30-2% 48.36 33.793 34.773 Flow (q) from Route 24 P0(12-0) 12'-0 14-0% Pe Pv 0.887 =...... Route 12 ..... ,,©M.E.P.CAD, Inc. 4AutoSPRlNK®12v12.0.52.0 2/15/2016 11:52:12AM Page 3 Job Number: 15-821 O+ QD Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.7050 52.72 2.94 120 0.007755 20h/z Pf 0.109 19 20 3231/4 302h/2 52.72 33.807 34.803 Flow (q) from Route 26 P0(12-0) 12-0 14-0% Pe Pv 0.887 - Route 13 ..... RN 2.7050 58.15 3.25 120 0.009299 2-01 Pf 0.131 21 22 32-3% 30-2% 58.15 33.826 34.844 Flow (q) from Route 27 P0(12-0) 12-0 14-0% Pe Pv 0.887 • • • Route 14 ..... RN 2.7050 72.63 4.05 120 0.014029 2-0% Pf 0.197 25 27 32-3% 30-2% 72.63 33.884 34.968 Flow (q) from Route 29 P0(12-0) 12-0 1401/2 Pe Pv 0.887 ..Route15 ..... RN 2.7050 41.59 2.32 120 0.005002 2-0/2 RI 0.070 39 41 32-3% 30-2% 41.59 33.649 34.606 Flow (q) from Route 20 P0(12-0) 12-0 140h/2 Re Pv 0.887 CM 6.3570 161.77 1.64 120 0.000962 10-0 Pf 0.010 41 44 30-2% 30-2% 120.18 34.606 34.616 Flow (q) from Route 16 10-0 Re Pv CM 6.3570 205.26 2.07 120 0.001495 10-0 Pf 0.015 44 47 30-2% 30-2% 43.48 34.616 34.631 Flow (q) from Route 19 10-0 Pe Pv - Route 16 ..... RN 2.7050 40.47 2.26 120 0.004754 2-0% N 0.067 32-3% 3021/2 40.47 33.647 34.601 Flow (q) from Route 21 P0(12-0) 12-0 14-0% Pe Pv 0.887 6.3570 120.18 1.21 120 0.000555 10-0 Pf 0.006 38 41 30-2% 30-2% 79.72 34.601 34.606 Flow (q) from Route 17 10-0 Pe Pv =. ..... Route 17 ..... RN 2.7050 39.79 2.22 120 0.004609 1-11% N 0.064 31 32 32-1% 3021,4 39.79 33.696 34.598 Flow (q) from Route 23 P0(12-0) . 12-0 13-11% Pe Pv 0.838 CM 6.3570 39.79 0.40 120 0.000072 10-0 P1 0.001 32 36 30-2% 30-2% 34.598 34.598 10-0 Pe Pv CM 6.3570 79.72 0.81 120 0.000260 10'-0 RI 0.003 36 38 30-2% 30-2% 39.93 34.598 34.601 Flow (q) from Route 18 10-0 Pe Pv ..Route18 ..... RN 2.7050 39.93 2.23 120 0.004639 2-0% N 0.065 35 36 32-3% 30-2% 39.93 33.646 34.598 Flow (q) from Route 22 P0(12-0) 12-0 14-0% Pe Pv 0.887 ••Route19 ..... RN 2.7050 43.48 2.43 120 0.005431 2-01/2 N 0.076 I 32'-3% 30-2% 43.48 33.652 34.616 Flow (q) from Route 25 PO(12'-O) 12-0 14-0% Pe Pv 0.887 Route20 ..... RN 2.7050 41.59 2.32 120 0.005002 2-0% Pf 0.070 58 57 30-2% 32-3% 161.77 33.750 32.933 P0(12-0), Flow (q)from Route 32 12-0 14-0% Pe Pv -0.887 BL 2.7050 41.59 2.32 120 0.005002 119-2 N 0.716 57 39 32-3% 32-3% 32.933 33.649 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv 4iiii-...... Route 21 ..... CM 4.3100 120.18 2.64 120 0.003685 10-0 Pf 0.037 58 56 30-2% 30-2% 161.77 33.750 33.787 Flow (q) from Route 32 10'-0 Pe Pv RN 2.7050 40.47 2.26 120 0.004754 2-0% N 0.067 56 55 30-2% 32-3% 33.787 32.966 P0(12-0) 12-0 14-0% Pe Pv -0.887 BL 2.7050 40.47 2.26 120 0.004754 119-2 N 0.681 55 37 32-3% 32-3% 32.966 33.647 P0(12-0) P0(12-0) 24-0 143-2 Re Pv ••Route22 ..... CM 4.3100 79.72 1.75 120 0.001724 10'-0 N 0.017 56 54 30-2% 30-2% 33.787 33.804 10-0 Pe Pv RN 2.7050 39.93 2.23 120 0.004639 2-0% N 0.065 54 53 30-2% 32-3% 33.804 32.982 P0(12-0) 12-0 14-0% Pe Pv -0.887 Cc.) M.E.P.CAD, Inc. 45AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:52:12AM Page 4 Job Number: 15-821 2rnrf flgnriirn cII Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 39.93 2.23 120 0.004639 119-2 Pf 0.664 53 35 32-3% 32'-3'/4 32.982 33.646 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv =. ..... Route 23 ..... CM 4.3100 39.79 0.87 120 0.000477 10-0 N 0.005 54 52 30-2% 30-2Y2 33.804 33.809 10-0 Pe Pv RN 2.7050 39.79 2.22 120 0.004609 20h/2 N 0.065 52 51 30-21/2 32-3% 33.809 32.986 P0(12-0) 12-0 14-01A Pe -0.887 Pv BL 2.7050 39.79 2.22 120 0.004609 119-21/2 P1 0.660 51 31 32-3% 32-1% 32.986 33.696 P0(12-0) P0(12-0) 24-0 143-2% Pe 0.050 Pv = .....Route 24 ..... RN 2.7050 48.36 2.70 120 0.006611 2-0% N 0.093 64 63 3021/2 32-3% 33.442 32.648 P0(12-0) 12-0 1401/2 Pe -0.887 Pv BL 2.7050 48.36 2.70 120 0.006611 149-2 N 1.145 63 17 32-3% 32-3% 32.648 33.793 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 25 ..... CM 4.3100 205.26 4.51 120 0.009920 10-0 N 0.099 62 0 30-2% 30-2% 33.587 33.686 10-0 Pe Pv 2.7050 43.48 2.43 120 0.005431 201/2 N 0.076 59 30-21/2 32-3% 33.686 32.875 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 43.48 2.43 120 0.005431 119-2 N 0.778 59 43 32-3% 32-3% 32.875 33.652 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv =. ..... Route26 ..... RN 2.7050 52.72 2.94 120 0.007755 2-0% N 0.109 66 65 30-2% 32-3% 33.242 32.464 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 52.72 2.94 120 0.007755 149-2 Pt 1.343 65 19 32-3% 32-3% 32.464 33.807 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 27 ..... RN 2.7050 58.15 3.25 120 0.009299 2-0% N 0.131 68 67 30-2% 32-3% 32.972 32.215 P0(12-0) 12-0 1401/2 Pe -0.887 Pv BL 2.7050 58.15 3.25 120 0.009299 149-2 N 1.610 67 21 32-3% 32-3% 32.215 33.826 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv Qb ..Route 28 ..... 2.7050 64.75 3.62 120 0.011346 2-0% N 0.159 69 30-2'/2 32-3% 32.614 31.886 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 64.75 3.62 120 0.011346 149-2 N 1.965 69 23 32-3% 32-3% 31.886 33.851 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 29 ..... RN 2.7050 72.63 4.05 120 0.014029 20h/2 Pf 0.197 72 71 30-2% 32-3% 32.145 31.454 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 72.63 4.05 120 0.014029 149-2 N 2.429 71 25 32-3% 32-3% 31.454 33.884 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 30 ..... RN 2.7050 74.55 4.16 120 0.014725 2-0% N 0.207 74 73 30-2% 32-3% 31.534 30.854 P0(12-0) 12-0 1401/2 Pe -0.887 Pv BL 2.7050 74.55 4.16 120 0.014725 149-2 N 2.550 73 29 32-3% 32-3% 30.854 33.404 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =. ..... Route 31 ..... RN 2.7050 82.48 4.60 120 0.017751 2-0% N 0.249 76 75 302h/2 32-3% 30.761 30.123 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 82.48 4.60 120 0.017751 149-2 Pf 3.074 75 33 32-3% 32-3% 30.123 33.197 P0(12-0) P0(12-0) 24-0 173-2 IPv Pe - Route 32 ..... ,©M.E.P.CAD, Inc. 411 AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:52:12AM Page 5 LHYlärauiic - Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 4.3100 161.77 3.56 120 0.006386 10-0 Pt 0.064 60 302h/2 33.686 Pe 58 3021,4 33.750 10-0 Pv ..... Route 33 ..... UG 7.7100 333.69 2.29 150 0.000950 237-11% N 0.318 12 4-0 57.576 97-0 Pe 6 4-0 57.894 4E(22'-111/.), PIV(5-1Y4) 334-11'/4 Pv =. ...... Route 34 ..... UG 7.7100 158.95 1.09 150 0.000241 1415-81/2 Pt 0.392 5 4-0 58.118 T(44-8) 210-6% Pe 11 4-0 58.510 5E(22-11%)4EE(11-5%), 1626-3% Pv PIV(5-1%) EqulvalentThpe Lengths ofValves aiidFItt!n.gs (C120 only) ? '094 Multtplier I Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 .Fitinge:n AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve R Drop Velocity fps BFP Backfiow Preventer Y Dynamic Pressure psi BV Butterfly Valve M Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Haze-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST UG Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 1 l%* Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection 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 PG Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. ijg AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:52:12AM Paae 6 Job Number: 15-821 D M CCED Water Supply at Node I 100-: 90 80---- Static Pressure 74.000 70- 60- ----- - 1621.98@57.172 40 - 7450.00 38.000 System demand cue 30- 20 10 o- lII1.JJ1J_LLI.1.LJ_ttllllllll IIIIIIII 111111111 IIIIIIIII II I II III III I II II I I 94502900 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressura 74.000 Residual: Pressure 38.000 @ 7450.00 Available Pressure at Time 01 Test 71.855@ 1621.98 Systere Daerurd 57.172 @ 1621.98 Systeer Darrrund (indudreg lime Afleesrrse at Suerga) 57.172 @ 1621.98 fy©M.E.P.CADr Inc. 4AutoSPRlNK®12v12.0.52.0 2/15/2016 11:52:23AM Page 1 Job Number: 15-821 Report Description: ESFP Tgn Lon. JobNumber 15-821 DenEngrrreor STEVE SCOTT Job Name: State Shea Industrias CeruicotordljcenseNumber 558084 C-16 Address 1 6131 & 6133 Innovation Way AHJ Carlsbad Fire Department Address 2 Ca. 92009 Job Site/BuildingCarlsbad, Remote Area # 1 Address 3 OraodogName Bldg 2 Remote Area 1 & 2.cad 011, Most Demanding Sprinlder Data 25.2 K-Factor 112.70 at 20.000 Occupancy ESFR Job SofTer Hose Allowance Al Source . 0.00 . PressUre 1 50.000 Area of Application NA Additional Hose Supplies Node Flow(ppm) Hose At Node 7 250.00 I Number 01 Sprinlders Calculated 12 . J joverage Per Sprirdder 100.00ft2 . _________ Torol Hose Streams 250.00 System Flow Demand 1610.91 Total Worm Required (Isduding Hose dilewanco) 1610.91 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground - 14.03 between nodes 58 and 56 Maximum Velocity Under Ground 9.35 between nodes 12 and 15 Volume capacity 01 We? Pipes WHose capacity of Dry Pipes 16490.65ga1 WINIANA OWN "M Irlb Node Name Hose Flow Static (gpm) (psi) Residual ,- Flow Available ,_ Total Demand (psi) '— (gpm) (psi) — (gpm) Required (psi) Safety Margin (psi) 1 Water Supply I 74.000 38.000 1 7450.00 71.882 I 1610.91 56.550 15.332 SAN VIN _M111. ContractorNumber Contact Name Cuntuclitto Name of Contractor: Phone . . Extension Address I FAX Address 2 E-mail Address 3 Web-Site (. © M.E.P.CADr Inc. 7,19 AutoSPRlNK® 12 v12.0.52.0 2/15/2016 11:50:39AM Page 1 Job Numberi 15-821 Report Description*: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 57.266 Sprinkler 101 113.95 112.70 25.2 20.445 Sprinkler 102 114.06 112.70 25.2 20.485 Sprinkler 103 114.50 112.70 25.2 20.645 Sprinkler 104 112.72 112.70 25.2 20.007 Sprinkler 105 112.84 112.70 25.2 20.050 Sprinkler 106 113.32 112.70 25.2 20.220 c Sprinkler 107 112.70 112.70 25.2 20.000 Sprinkler 108 112.82 112.70 25.2 20.044 Sprinkler 109 113.30 112.70 25.2 20.216 Sprinkler 110 113.31 112.70 . 25.2 20.219 Sprinkler 111 113.44 112.70 25.2 20.266 Sprinkler 112 113.95 112.70 25.2 20.448 c Most Demanding Sprinkler Data I ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.52.0 2/15/2016 11:50:56AM Page 1 I Yi11 tJ Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..... Route l ..... BL 2.7050 14.99 0.84 120 0.000757 9-0 Pf 0.007 107 104 32-3% 32'-3% 112.70 25.2 20.000 20.007 Sprinkler 9-0 Pe Pv BL 2.7050 127.70 7.13 120 0.039853 11-0 Pt 0.438 104 101 32-3% 32-3% 112.72 25.2 20.007 20.445 Sprinkler 11-0 Pe Pv BL 2.7050 241.65 13.49 120 0.129684 46-2 Pf 7.542 101 31 32-3% 32-1% 113.95 25.2 20.445 28.037 Sprinkler, P0(12-0) 12-0 58-2 Pe Pv 0.050 RN 2.7050 241.65 13.49 120 0.129684 1-11% P1 1.807 31 32 32-1% 30.21,4 28.037 30.682 P0(12-0) 12-0 13-11% Pe Pv 0.838 CM 6.3570 241.65 2.44 120 0.002022 10-0 Pf 0.020 32 36 30.21/2 30-2% 30.682 30.702 10-0 Pe Pv CM 6.3570 482.87 4.88 120 0.007276 10-0 Pt 0.073-- 36 38 30-2Y2 30-2% 241.22 30.702 30.775 Flow (q) from Route 3 10-0 Pe Pv CM 6.3570 722.88 7.31 120 0.015349 10-0 Pt 0.153 38 41 30-2% 30-2% 240.01 30.775 30.928 Flow (q) from Route 5 10-0 Pe Pv CM 6.3570 778.30 7.87 120 0.017597 10-0 N 0.176 P 30-2% 30-2% 55.42 30.928 31.104 Flow (q) from Route 2 10-0 Pe Pv 6.3570 822.26 8.31 120 0.019480 10-0 P1 0.195 44 47 30-2% 30.21/2 43.97 31.104 31.299 Flow (q) from Route 18 10-0 Pe Pv CM 6.3570 855.09 8.64 120 0.020943 40-0 Pt 1.364 47 18 30-2% 30-2% 32.83 31.299 32.663 Flow (q) from Route 19 2fE(12'-7) 1 25-1% 65-1% Pe Pv CM 6.3570 904.63 9.14 120 0.023243 10-0 Pt 0.232 18 20 30-2% 30-2% 49.54 32.663 32.896 Flow (q) from Route 14 10-0 Pe Pv CM 6.3570 950.13 9.60 120 0.025452 10-0 Pt 0.255 20 22 30-2% 30-2% 45.50 32.896 33.150 Flow (q) from Route 15 10-0 Pe Pv CM 6.3570 993.45 10.04 120 0.027640 10-0 N 0.276 22 24 302% 30-2% 43.32 33.150 33.427 Flow (q) from Route 16 10-0 Pe Pv CM 6.3570 1036.44 10.48 120 0.029893 10-0 Pt 0.299 24 27 30-2% 30-2% 42.99 33.427 33.726 Flow (q) from Route 8 10-0 Pe Pv CM 6.3570 1080.88 10.93 120 0.032307 1'-9 Pt 1.072 7 30-2% 30-2% 44.44 33.726 34.798 Flow (q) from Route 17 fT(31-5%) 31-5% 33-2% Pe Pv 6.3570 1360.91 13.76 120 0.049477 0-0 Pt 0.622 28 26 30-2% 29-3% 280.03 34.798 35.817 Flow (q) from Route 9 fE(12-7) 12-7 12-7 Pe Pv 0.397 FM 8.2490 1360.91 8.17 120 0.013911 1 201-01/2 Pt 3.091 26 16 29-3% 29-3% 35.817 38.915 E(21'-1%) 21-1% 222-2% Pe Pv 0.007 FR 8.2490 1360.91 8.17 120 0.013911 31-8 Pt 2.336 16 13 29-3% 2-2% 38.915 52.996 BV(14-1%) fT(38-9), 2fE(15'-3%), CV(52-10%) 136-3 167-11 Pe Pv 11.745 FM 8.2490 1360.91 8.17 120 0.013911 3'-6 Pt 0.049 13 14 2-2% -1-3% 52.996 54.563 3'-6 Pe Pv 1.517 UG 8.4500 1360.91 7.79 140 0.009302 2-8% Pt 0.319 14 15 -1-33/4 4-0 54.563 56.045 E(31-7%) 31-7% 34-3% Pe Pv 1.163 UG 7.7100 1360.91 9.35 150 0.012794 29-1% Pt 0.944 15 12 4-0 4-0 56.045 56.989 1(44-8) 44-8 73-9% Pe Pv UG 7.7100 1030.81 7.08 150 0.007652 25.21/4 Pt 0.535 12 5 4-0 4-0 56.989 57.524 1(44-8) 44-8 69-10% Pe Pv UG 7.7100 873.20 6.00 150 0.005630 15531/2 Pt 1.133 5 4 4-0 40 57.524 58.656 2EE(11-53/4), E(22-11%) 45-11% 201-2% Pe Pv UG 8.4500 873.20 5.00 140 0.004093 39-8 Pt 6.551 4 3 -4-0 17-0 58.656 56.103 3E(31'-71/2), BFP(-6.000) 94-10% 134-6 Pe Pv -9.104 1.,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.52.0 2/15/2016 11:51O6AM pinp I 10- Analysis I Job Number 15821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.7100 873.20 6.00 150 0.005630 5-71/4 Pt 0.283 3 2 17-0 17-0 56.103 56.386 T(44'-8) 44'-8 50-3% Pe Pv UG 11.3100 873.20 2.79 150 0.000871 18881,4 Pt 0.164 2 1 17-0 17-0 56.386 56.550 Water Supply 188-8% Pe Pv 0.00 Hose Allowance At Source 1 1610.91 Go ..... Route 2 ..... BL 2.7050 97.71 5.46 120 0.024289 9-0 Pt 0.219 107 110 32-3% 32-3% 112.70 25.2 20.000 20.219 Sprinkler 9'-0 Pe Pv BL 2.7050 211.02 11.78 120 0.100929 4401/2 Pf 5.657 110 51 32-3% 32-3% 113.31 25.2 20.219 25.875 Sprinkler, P0(12-0) 12-0 560h/2 Pe Pv RN 2.7050 211.02 11.78 120 0.100929 20h/2 Pt 1.418 51 52 32-3% 30-21/2 25.875 28.180 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 4.3100 211.02 4.64 120 0.010442 10-0 Pr 0.104 52 54 30'-2Y2 30-2% 28.180 28.285 10-0 Pe Pv CM 4.3100 422.97 9.30 120 0.037793 10-0 Pf 0.378 3021/2 30-21/2 211.94 28.285 28.663 Flow (q) from Route 4 10-0 Pe Pv 4.3100 638.03 14.03 120 0.080855 10-0 Pt 0.809 56 58 302h/2 3021/2 215.06 28.663 29.471 Flow (q) from Route 6 10-0 Pe Pv RN 2.7050 55.42 3.09 120 0.008506 2'-0'/2 Pt 0.119 58 57 302h/2 32-3% 29.471 28.703 P0(12-0) 12-0 14'-0Y2 Pe Pv -0.887 BL 2.7050 55.42 3.09 120 0.008506 119-2 Pt 1.218 57 39 32-3% 32-3% 28.703 29.921 P0(12-0) P0(12-0) 24-0 143-2 Pe Pv RN 2.7050 55.42 3.09 120 0.008506 2-01/2 Pt 0.119 39 41 32-3% 30'-2Y2 29.921 30.928 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..... Route 3 ..... BL 2.7050 14.33 0.80 120 0.000696 9-0 Pt 0.006 108 105 32'-3% 32-3% 112.82 25.2 20.044 20.050 Sprinkler 9-0 Pe Pv BL 2.7050 127.17 7.10 120 0.039544 11-0 Pt 0.435 105 102 32-3% 32-3% 112.84 25.2 20.050 20.485 Sprinkler 11'-O Pe Pv 2.7050 241.22 13.47 120 0.129262 46'-1'/2 Pt 7.513 2 5 32-3% 32-3% 114.06 25.2 20.485 27.999 Sprinkler, P0(12-0) 12-0 58-1% Pe Pv RN 2.7050 241.22 13.47 120 0.129262 2'-0Y2 Pt 1.816 35 36 32-3% 302h/2 27.999 30.702 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..... Route 4 ..... BL 2.7050 98.50 5.50 120 0.024651 9-0 Pt 0.222 108 111 32-3% 32-3% 112.82 25.2 20.044 20.266 Sprinkler 9-0 Pe Pv BL 2.7050 211.94 11.83 120 0.101742 44-0% Pt 5.702 111 53 32-3% 32-3% 113.44 25.2 20.266 25.968 Sprinkler, P0(12-0) 12-0 5601/2 Pe Pv RN 2.7050 211.94 11.83 120 0.101742 201,4 Pt 1.429 53 54 32-3% 30-21/2 25.968 28.285 P0(12-0) 12-0 1401/2 Pe Pv 0.887 = ..... Route 5 ..... BL 2.7050 12.19 0.68 120 0.000517 9-0 Pt 0.005 109 106 32-3% 32-3% 113.30 25.2 20.216 20.220 Sprinkler 9-0 Pe Pv BL 2.7050 125.51 7.01 120 0.038597 11-0 Pt 0.425 106 103 32-3% 32-3% 113.32 25.2 20.220 20.645 Sprinkler 11-0 Pe Pv BL 2.7050 240.01 13.40 120 0.128063 46-1% Pt 7.444 103 37 32-3% 32-3% 114.50 25.2 20.645 28.088 Sprinkler, P0(12-0) 12-0 5811/z Pe Pv RN 2.7050 240.01 13.40 120 0.128063 20h/2 Pt 1.799 37 38 32-3% 30-21/2 28.088 30.775 P0(12-0) 12-0 14-0% Pe Pv 0.887 ,© M.E.P.CAD, Inc. 411 AutoSPRINKO 12 v12.0.52.0 2/15/2016 11:51:06AM Page 2 Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..Route 6 ..... BL 2.7050 101.11 5.64 120 0.025874 9-0 Pt 0.233 109 112 3231A 32-3% 113.30 25.2 20.216 20.448 Sprinkler 9-0 Pe Pv BL 2.7050 215.06 12.01 120 0.104532 44-0% Pt 5.859 112 55 32-3% 32-3% 113.95 25.2 20.448 26.307 Sprinkler, P0(12-0) 12-0 56-0% Pe Pv RN 2.7050 215.06 12.01 120 0.104532 201/2 Pt 1.468 55 56 32-3% 30-2% 26.307 28.663 P0(12-0) 12-0 1401/2 Pe IPv 0.887 =. ..... Route 7 ..... UG 7.7100 250.00 1.72 150 0.000557 17-0% Pt 0.034 7 6 4-0 4-0 250.00 57.266 57.301 Hose T(44-8) 44-8 61-8% Pe Pv UG 7.7100 580.10 3.99 150 0.002642 185-71/2 Pt 0.608 6 11 4-0 4-0 330.10 57.301 57.909 Flow (q) from Route 33 T(44-8) 44-8 230-3% Pe Pv UG 7.7100 737.71 5.07 150 0.004121 171-01/2 Pt 0.989 11 10 4-0 40 157.61 57.909 58.898 Flow (q) from Route 34 4EE(115%), E(22-11%) 68-11 239111/z Pe Pv UG 8.4500 737.71 4.22 140 0.002996 39-8 Pt 6.403 10 9 4-0 17-0 58.898 56.197 3E(31'-7%), BFP(-6.000) 94-10% 134-6 Pe -9.104 Pv 7.7100 737.71 5.07 150 0.004121 5-7% Pt 0.207 17-0 17-0 . 56.197 56.404 T(44-8) 44-8 50-3% Pe Pv UG 11.3100 737.71 2.36 150 0.000638 229-31/2 Pt 0.146 8 1 17-0 17-0 56.404 56.550 229-3% Pe IPv .Route8 ..... RN 2.7050 42.99 2.40 120 0.005318 2-0% Pt 0.075 23 24 32-3% 30-2% 42.99 32.465 33.427 Flow (q) from Route 26 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..Route 9 ..... RN 2.7050 59.10 3.30 120 0.009581 2-0% P1 0.135 29 30 32-3% 30-2% 59.10 33.670 34.692 Flow (q) from Route 21 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 280.03 2.83 120 0.002656 8-3 Pt 0.105 30 28 30-2% 30-2% 220.93 34.692 34.798 Flow (q) from Route 10 fT(31-5%) 31-5% 398h/4 Pe Pv - RoutelO ..... RN 2.7050 56.90 3.18 120 0.008931 2-0% Pt 0.125 33 34 32-3% 30-2% 56.90 33.662 34.675 Flow (q) from Route 28 PO(12-0) 12-0 14-0% Pe Pv 0.887 M 6.3570 220.93 2.23 120 0.001713 10-0 Pt 0.017 30-2% 30-2% 164.04 34.675 34.692 Flow (q) from Route 11 10-0 Pe Pv =...... Route ll ..... RN 2.7050 55.59 3.10 120 0.008557 2-0% Pt 0.120 40 42 32-3% 30-2% 55.59 33.658 34.665 Flow (q) from Route 29 P0(12-0) 12-0 14-0% Pe Pv 0.887 CM 6.3570 164.04 1.66 120 0.000987 101-0 Pt 0.010 42 34 30-2% 30-2% 108.44 34.665 34.675 Flow (q) from Route 12 10-0 Pe Pv =. ..... Route l2 ..... RN 2.7050 54.98 3.07 120 0.008382 2-0% Pt 0.118 46 48 32-3% 30-2% 54.98 33.656 34.661 Flow (q) from Route 30 P0(1 2-C) 12-0 140h/2 Pe Pv 0.887 CM 6.3570 108.44 1.10 120 0.000459 10-0 Pt 0.005 48 42 30-2% 30-2% 53.46 34.661 34.665 Flow (q) from Route 13 10-0 Pe Pv ..Route 13 ...... RN 2.7050 53.46 2.98 120 0.007960 2-0% Pt 0.112 49 50 32-3% 30-2% 53.46 33.660 34.659 Flow (q) from Route 31 P0(12-0) 12'-0 14-0% Pe Pv 0.887 CM 6.3570 53.46 0.54 120 0.000124 10-0 Pt 0.001 50 48 302h/2 30-2% 34.659 34.661 10-0 Pe Pv ..... Route 14 ..... RN 2.7050 49.54 2.77 120 0.006912 J 2-0% Pf 0.097 17 18 32-3% 30-2% 49.54 31.679 32.663 Flow (q) from Route 22 P0(12-0) 12-0 14-0% Pe Pv 0.887 -Route 15 ..... ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.52.0 2/15/2016 11:51:06AM Page 3 Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.7050 45.50 2.54 120 0.005907 2014 12-0 1401/2 Pf Pe Pv 0.083 0.887 19 32-3% 45.50 31.925 Flow (q) from Route 24 20 30-2% 32.896 P0(12-0) .Route 16 ..... RN 2.7050 43.32 2.42 120 0.005392 2-0% Pf 0.076 21 22 32-3% 30'-2Y2 43.32 32.187 33.150 Flow (q) from Route 25 P0(12-0) 12-0 1401/2 Re Pv 0.887 Go .Route 17 • RN 2.7050 44.44 2.48 120 0.005654 2-01/2 Pf 0.079 25 27 32-3% 30-2% 44.44 32.759 33.726 Flow (q) from Route 27 P0(12-0) 12-0 14-01/2 Pe Pv 0.887 Go ..... Route 18 ..... RN 2.7050 43.97 2.45 120 0.005543 20h/2 N 0.078 43 44 32-3% 30-2% 43.97 30.139 31.104 Flow (q) from Route 23 P0(12-0) 12-0 14-0% Pe Pv 0.887 ..... Route 19 ..... RN 2.7050 32.83 1.83 120 0.003229 ] 2-0/ N 0.045 45 47 32-3% 30-2% 32.83 30.366 31.299 Flow (q) from Route 20 P0(12-0) 12-0 14-0% Re Pv 0.887 Go .Route 20 ..... RN 2.7050 32.83 1.83 120 0.003229 2-0% Pf 0.045 62 61 30-2% 32-3% 538.65 30.746 29.904 P0(12-0), Flow (q) from Route 32 12-0 14-0% Pe Pv -0.887 2.7050 32.83 1.83 120 0.003229 119-2 P1 0.462 1 45 32-3% 32-3% 29.904 30.366 P0(12-0) P0(12-0) 1 24-0 143-2 Re jPv ..Route 21 ..... CM 4.3100 505.82 11.12 120 0.052618 10-0 N 0.526 62 64 30-2% 30-2% 538.65 30.746 31.272 Flow (q) from Route 32 10-0 Pe Pv CM 4.3100 456.28 10.03 120 0.043484 10-0 RI 0.435 64 66 30-2% 30-2% 31.272 31.707 10-0 Pe Pv CM 4.3100 410.78 9.03 120 0.035803 10-0 N 0.358 66 68 30-2% 302h/2 31.707 32.065 10-0 Pe Pv CM 4.3100 367.46 8.08 120 0.029133 10-0 RI 0.291 68 70 30-2% 30-2% 32.065 32.356 10-0 Re Pv CM 4.3100 324.47 7.14 120 0.023143 10-0 Pf 0.231 70 72 30-2% 30-2% 32.356 32.588 10-0 Pe Pv CM 4.3100 280.03 6.16 120 0.017623 10-0 P1 0.176 72 30-2% 32.588 32.764 10-0 Re IPV P 30-2% 2.7050 59.10 3.30 120 0.009581 2-0% Pf 0.135 74 73 30-2% 32-3% 32.764 32.011 P0(12-0) 12-0 1401/z Pe -0.887 Pv BL 2.7050 59.10 3.30 120 0.009581 149-2 N 1.659 73 29 32-3% 32-3% 32.011 33.670 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv -. ..... Route 22 ..... RN 2.7050 49.54 2.77 120 0.006912 2-0% Pf 0.097 64 63 30-21/2 32'-3Y4 31.272 30.482 P0(12-0) 12-0 14-0% Re Pv -0.887 BL 2.7050 49.54 2.77 120 0.006912 1 149-2 N 1.197 63 17 32-3% 32-3% 30.482 31.679 P0(12-0) P0(12-0) 24-0 1 173-2 Pe lPv ..... Route 23 ..... CM 4.3100 582.61 12.81 120 0.068344 10-0 RI 0.683 58 60 302h/2 30-2% 29.471 30.155 10'-0 Re Pv RN 2.7050 43.97 2.45 120 0.005543 201/z Pf 0.078 60 59 30-2% 32-3% 30.155 29.345 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 43.97 2.45 120 0.005543 119-2 RI 0.794 59 43 32-3% 32-3% 29.345 30.139 P0(12-0) P0(12-0) 24-0 143-2 Re lPv .Route 24 ..... RN 2.7050 45.50 2.54 120 0.005907 201/2 P1 0.083 66 65 30-2% 32-3% 31.707 30.903 P0(12-0) 12-0 14-0% Re -0.887 Pv ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.52.0 2/15/2016 11:51:06AM Page * Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge . K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.7050 45.50 2.54 120 0.005907 149-2 Pt 1.023 65 19 32-3% 3231,4 30.903 31.925 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv ..... Route25 ..... RN 2.7050 43.32 2.42 120 0.005392 20h/2 Pt 0.076 68 67 30-2% 32-3% 32.065 31.253 P0(12-0) 12-0 1401/2 Pe -0.887 Pv BL 2.7050 43.32 2.42 120 0.005392 149-2 Pt 0.934 67 21 32-31/4 32-3% 31.253 32.187 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv Qb .....Route 26 ..... RN 2.7050 42.99 2.40 120 0.005318 201/2 Pt 0.075 70 69 30-2% 32-3% 32.356 31.544 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 42.99 2.40 120 0.005318 149-2 Pt 0.921 69 23 32-3% 32-3% 31.544 32.465 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv =......Route27 ..... RN 2.7050 44.44 2.48 120 0.005654 201/2 N 0.079 72 71 30'-21/2 32-3% 32.588 31.780 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 44.44 2.48 120 0.005654 149-2 Pt 0.979 71 4 32-3% 32-3% 31.780 32.759 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv .... Route 28. 4.3100 220.93 4.86 120 0.011367 10-0 10-0 N 0.114 Pe Pv 74 30-2% 32.764 76 30-2% 32.878 RN 2.7050 56.90 3.18 120 0.008931 2-0% Pt 0.125 76 75 30-2% 32-3% . 32.878 32.116 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 56.90 3.18 120 0.008931 149-2 N 1.547 75 33 32-3% 32-3% 32.116 33.662 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv ..... Route 29 ..... CM 4.3100 164.04 3.61 120 0.006552 10-0 Pt 0.066 76 78 30-2% 30-21/2 32.878 32.943 10-0 Pe Pv RN 2.7050 55.59 3.10 120 0.008557 2-0% Pt 0.120 78 77 30-2% 32-3% 32.943 32.176 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 55.59 3.10 120 0.008557 149-2 Pt 1.482 77 40 32-3% 32-3% 32.176 33.658 P0(12-0) P0(12-0) 24-0 173-2 Pe Pv .."Route 3O 4.3100 108.44 2.38 120 0.003047 10-0 Pt 0.030 80 ..... 30-2% 302h/2 32.943 32.974 10-0 Pe Pv RN 2.7050 54.98 3.07 120 0.008382 2-01/2 N 0.118 80 79 30-21/2 32-3% 32.974 32.204 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL 2.7050 54.98 3.07 120 0.008382 149-2 N 1.452 79 46 32-3% 32-3% 32.204 33.656 P0(12-0) P0(12-0) 24-0 173-2 jPv Pe ..... Route 31 ..... CM 4.3100 53.46 1.18 120 0.000823 9'-0 N 0.007 80 82 30-2% 30-2% 32.974 32.981 9-0 Pe Pv RN 2.7050 53.46 2.98 120 0.007960 2-01/2 Pt 0.112 82 81 30-21/2 32-3% 32.981 32.205 P0(12-0) 12-0 14-0% Pe -0.887 Pv BL . 2.7050 53.46 2.98 120 0.007960 150-2 Pt 1.455 81 49 32-3% 32-3% 32.205 33.660 P0(12-0) 2fE(4'-31/2), P0(12 ----l0) 32-7% 182-9% Pe Pv ..... Route 32 ..... CM 4.3100 538.65 11.85 120 0.059110 10-0 N 0.591 60 62 30-2% 30-2% 30.155 30.746 10-0 Pe Pv ..... Route 33 ..... UG 7.7100 330.10 2.27 150 0.000931 237-11% Pt 0.312 12 6 -4-0 4-0 56.989 57.301 4E(22'-l1%), PIV(5-1%) 97-0 334-11% Pe Pv - ..... Route 34 ..... , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:51:06AM Page 5 ha y Job Number: 15-821 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length UG 7.7100 157.61 1.08 150 0.000237 1415-81/2 P1 0.386 5 4-0 57.524 1(44-8) 210'-6'/4 Pe 11 4-0 57.909 5E(22'-11%),4EE(11-5%), 1626'-3Y4 Pv PlV(5-1 Y4) qulvaIerLt Pipe Lengths of Valves and Fitirigs C='l20 only) • Actual Inside Diameter 487 tValue OfC 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) Factor iplying Factor 0.713 1.16 1.33 1.51 it :FttI ;. AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot Hazen-Williams Constant jindicated C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig P1 Pressure loss due to friction between DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference E 90° Elbow G Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 11 %* Elbow Ee2 221/20 Elbow Flow Device Id Flex Drop FDC Fire Department Connection 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. :AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:51:06AM Page 6 0" Job Number: 15-821 Renctrt Destrintictn ESFR Water Supply at Node I 100— 90 80— Static Pressure 74.000 70ç_- 1610.91 @ 56.550 7450.00 @ 38.000 ystem demand cue 30 20 10 0....:---I1IJ.u.I •I.I.J.I_t.I_I.IllIIItIIIIllIIII llllIIII 111111111 11111 IlI IlIlJI!l 11111 III 94502900 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm ltyd,aulic G,aph Water Supply at Node 1 Static: Pressure 74.000 Residual: Pressure 38.000 @ 7450.00 Available Pressure at Time at Test 71 .882 © 1610.91 Systear Oserere 56.550@1610.91 by5terrr Derrrer,d (Inchatbe ease Asoceeceer Saurce) 56.550 @ 1610.91 (, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.52.0 2/15/2016 11:51:17AM Page 1 INDUSTRIAL FIRE SPRINKLER CO., INC. CA LIC.C-16 558084 HI LIC. C-20351 Co LIC. 11-1058 UT LIC. 7336958-5501 VA LIC. 2705 125390A SHEA INDUSTRIAL 6151 ~ 13~ 164 &+6 - INOVATION WAY LPJNOVPTiOt' CARLSBAD, CA. U' I MATERIAL SUBMITTAL A5160064_6131 INNOVATION WY AS160065 _6133 INNOVATION WY LI 3845 Imperial Ave., San Diego, CA., 92113 • Phone (619) 266-6030 0 Fax (619) 266-6035 Bulletin 909 Reliable Model N25 (SIN RA0912) Early Suppression Fast Response Sprinkler w CD (0 0 (0 S 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 (1 0000) 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 Llmin) 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 OR Storage Sprinkler for use in all FM Loss Prevention Data Sheets as well as approval of the Authority Having Ju- risdiction. 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 protection of cartoned exposed expanded plastics as well as some storage arrangements 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 ft2 (5.8m2) Maximum slope ceiling: 2/12 pitch (950) 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 (9.1 m) 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 Color Color Number OF Oc OF cc (SIN) Ordinary 165 74 Black Uncolored 100 38 FM RA0912 Intermediate 212 100 White White 150 66 FM Material Data: Frame Deflector I Load Screw Lever Strut I I Link Cap Washer I Kick Spring Assembly I I I Brass Bronze Stainless Stainless Stainless Beryllium Nickel, Brass Beryllium I Stainless Steel Steel Steel Soldered Nickel Steel 11 FRAME WASHER KICK SPRING LINK ASSEMBLY CAP LEVER S STRUT LOAD SCREW 1DEFLECTOR 909FG02 Fig. 1 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 I-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, Refer to FM 8-3. Chapter 18. Rolled Paper 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 30B. Refer to FM 7-31. Automotive Components 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 fl 3. S 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 I (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 cleaning 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 (74°C)] [Inter- mediate 212°F (100°C)]. 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. Products manufactured 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. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled ReliabI (800)431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. 18 (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 10/13 P/N 9999970454 QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT ° PENDENT I E ERIC 1) l'] TiIJi VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and .II is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL oSee reverse side for Approvals and Specifications. SIDEWALL oTemperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (930C), 286°F (141°C) oWater Working Pressure Rating -175 psi (12 Bars) 0 Factory tested hydrostatically to 500 psi (34 Bars) *Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE Frame - bronze o Deflector - brass • Screw - brass HORIZONTAL LPC/CE Lodgement Wire -stainless steel e SIDEWALL HORIZONTAL *Bulb seat - copper o Spring -nickel alloy o Seal - teflon SIDEWALL oBulb - glass with alcohol based solution, 3mm size 0 SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER N.F.P.A. MAXIMUM CLASSIFICATION BULB COLOR TEMPERATURES CEILING TEMPERATURE ORDINARY 135°F/155°F 570C/680C ORANGE/RED 100°F 38°C INTERMEDIATE 175°F/200°F 79°C/93°C YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 225°F 107°C 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 1-800-248-0278 PRINTED U.S.A. FAX 989-846-9231 www.globesprinkler.com BULLETIN GL5615, REV. #9 n QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT. PENDENT* VERTICAL SIDEWALL HORIZONTAL SIDEWALL. CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 5.6 (80 metric) 7.8 (111 metric) 8.1 (116 metric) 1/2" NPT 1/2" NPT 1/2" NPT 2 1/4" (5.7cm) 2 1/4" (5.7cm) 2 1/4" (5.7cm) 2 1/4" (5.7cm) 2 7/16" (6.2cm) Factory Bronze Chrome White Polyester 1/2" NPT 3/4" NPT Black Polyester 2.3 METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16. FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F cULus FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X - - - X GL4215 4.2 LH X X X X X X - - - X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8° LH/OH X X X X X X - - - X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X . X X X X X - - - X GL4201 4.2 LH X X X X X X - - - X EiDIEtfl GI.5601 5.6 LHIOH X X X X X X X X X X GL8101 7.8' LH/OH X X X X X X X - - X GL8106 8.1 LI-I/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X - - - SIDEWALLt GL8133 8.1 LH X X X X X X - - - - GL2826 § 2.8 LH X X X X X X - - - X HORIZONTAL GL4226 § 4.2 LH X X X X X X - - - - X GL5626 § 5.6 LI-I/OH X X X X X X X - - X SIDEWALL GL5627a 5.6 LH/OH X X X X X - - X X - GL8127 § 8.1 LH/OH X X X X X X - - - - CONVENTIONAL GL5624 5.6 LH/OH X X X X X - - X X - (OLD ST(LE) GL8125 1 8.1 1 LH/OH X X X X X - - X X - 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. '3INSTALL IN ACCORDANCE TO 6S5306 AND ANY OTHER RELATED DOCUMENTS. 1PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD °1/2" NPT ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes ° Temperature Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) GL613E FIRE SPRINKLER CORPORATION JUNE 2012 A U TOMA TI C SPRINKLERS GL SERIES FIRE SPRINKLER CORPORATION UPRIGHT. PENDENT VERTICAL SIDEWALL HORIZONTAL. SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermo- sensitive element. While the sprinkler provides an aestheti- cally pleasing appearance, it can be installed wherever stan- dard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating UPRIGHT CONVENTIONAL S assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the fl deflector style used. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field - PENDENT VERTICAL TECHNICAL DATA SIDEWALL See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (1820C). 500°F (260°C) Available Upon Request Without Approvals. Water Working Pressure Rating - 175 psi (12 Bars). HORIZONTAL SIDEWALL Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-55°C). Frame - bronze • Deflector - brass • Screw - brass Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE N.F.P.A. MAXIMUM CEILING CLASSIFICATION BULB COLOR SPRINKLER TEMPERATURES TEMPERATURE ORDINARY 135°F/155°F 57°C/68°C ORANGE/RED 100°F 38°C INTERMEDIATE 175°F/200°F 79°C/93°C YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 225°F 107°C EXTRA HIGH 360°F 182°C MAUVE 300°F 149°C ULTRA HIGH 500°F 260°C BLACK 475°F 246°C 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX989-846-9231 DECEMBER 2006 A-65 BULLETIN GL5661, REV. #3 [7: A UTOMA TIC GL SERIES SPRINKLERS SPECIFICATIONS NOMINAL K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2' NPT 2 1/4" (5.7 cm) Factory Bronze Satin Chrome 2 4.2 (59 metric) 1/2 NPT 2 1/4" (5.7 cm) Bright Chrome White Polyester 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Wax Coated 1.4 Lead Coated 2.4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Wax over Lead 1.4 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 1 HORIZONTAL SIDEWALL IS 2 9116'. FINISHES AVAILABLE ON SPECIAL ORDER. 3 WAX COATING UL LISTED UP TO 200°F ONLY. UL AND c-UL LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. APPROVALS STYLE SIN ORIFICE 135°F 155°F 175°F 200°F 286°F 360°F * 500°F UL C US FM LPC CE NYC - DOB MODEL SIZE 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 X X X X X X X X - - - X GL4261 4.2 X X X X X X X X - - - . X UPRIGHT GL5661 5.6 X X X X X X X X X X X X GL8161 7.8° X X X X X X X X X - - X GL8164 8.1 X X X X X X X X X X X X GL2851 2.8 X X X X X X X X - - -- X GL4251 4.2 X X X X X X X X -- - -- X PENDENT GL5651 5.6 X X X X X X X X X X X X GL8151 7.8° X X X X X X X X X - -- X GL8156 8.1 X X X X X X X X X X X X VERTICAL GL5675 5.6 X X X X X X X X X - -- SIDEWALL GL8176 8.1 X X X X X X X X - -- GL2870 2.8 X X X X X X X X -- - -- X HORIZONTAL GL4270 4.2 X X X X X X X X -- - - X SIDEWALL § GI5670 5.6 X X X X X X X X X - -- X GL8171 8.1 X X X X X X X X -- - -- - CONVENTIONAL GL5668 5.6 X X I X X X X X X -- - X X - (OLD STYLE) GL8169 1 8.1 1 X X X X X X - - X X - °500°F AVAILABLE UPON REQUEST WITH NO APPROVALS HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6". t VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL UL LISTED FOR 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL LISTED FOR 9' MIN. SPACING. * 1/2" NPT. ORDERING INFORMATION SPECIFY Quantity ° Model Number • Style Orifice • Thread Sizes • Temperature Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) GLt)13E FIRE SPRINKLER CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GI-5661, REV. #3 ES-9O9RPDA S S Job Name - Job Location Engineer - Approval - Series 909RPDA Reduced Pressure Detector Assemblies Sizes: 21/211 -10,' (65-250mm) Series 909RPDA Reduced Pressure Detector Assemblies are used in health hazard applications and are designed exclusively for use in accordance with water utility authority containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water line. Benefits: Detects leaks . . . with emphasis on the cost of unaccountable water; incorporates a meter which allow the water utility to: detect leaks that histodcally create great annual cost due to waste provide a detection point for unauthorized use. It can help locate illegal taps Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with AWWA epoxy coated, IJLJFM listed OSY resilient seated gate valves, CFM (cubic feet per minute) or GPM (gallon per minute) meter and ball type test cocks. A pressure differential relief valve is located in a zone between the check valves. Modular Design Features a modular design concept which facilitates maintenance and assembly access. All sizes are standardly equipped with gate valves and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with 5/8" x 3/4" (16 x 19mm) meter Air-in/Water-out relief valve design provides maximum capacity during emergency conditions. No special tools required Specifications A Reduced Pressure Detector Assembly shall be installed on fire protection systems when connected to a public water supply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed and FM approved OSY shutoff valves. Including an auxiliary line consisting of an approved backf low preventer and water meter. The assembly shall meet the requirements of AWWA C51 1-92; ASSE 1047; UL Classified File No. EX3185; CSA B64 and USC Manual 8th. Edition. Assembly shall be a Watts Regulator Company Series 909RPDA. Contractor Approval Contractor's P.O. No Representative - f4L74-.. How it operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompanying air- in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous negative supply and positive backpressure develops, the relief valve uses the air-in/water-out principle to stop potential backflow. Center Pipe Line Relief Valve Seat Relief Valve Piston Relief Valve Piston Assembly Wiper Seal Relief Valve Bottom Plug Water Air Body Flange Spring Assembly Out In IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- IWWATM out prior notice and without incurring any obligation to make such changes and modifications on watts products previousjy or subsequently sold. Models Suffix OSY - ULIFM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - less shutoff valves Materials Discs: Rubber Body: Epoxy coated cast iron Seat and Disc Holder: Bronze Trim: Stainless steel Test Cocks: Bronze Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) continuous Maximum Working Pressure: 175p5i (12.1 bar) Standards AWWA C511-92; CSA B64 USC Manual for Cross-connection Control, 8th Edition Approvals t$SIP, FM ECLUS ed 1047 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University. of Southern California. Series 909AG AIR GAPS When installing a drain line, use Series 909 air gaps on Model 909 backflow preventers. Dimensions - Weights NOTE: Piping for 3" 909 will start from #1 gate valve and connect at #2 check valve. Iron Ordering Series/Sizes Dimensions Weight Body Code A B C Model in. mm in. mm in. mm lbs kgs 909G-F 0881378 11/4 ' —3009/909 1'h"-2"009M1 4%" 111 63/4 171 2 51 3.25 1.47 2" 009 M2 909AG-K 0881385 4"-6"909 6%" 162 91A 244 3 76 6.25 2.83 8-10909 Ml 909A0-M 0881387 1 8-10' 909 7%" 187 111114 286 1 4102 15.50 7.03 (Open) SIZE DIMENSIONS WEIGHT in. mm A in. mm C in. mm in. D mm in. Dl mm E, El in. mm 0, in, mm L in. mm in. A mm I in. mm Ti in. mm tbs. kgs. 21/2 65 42'/e 1070 16/e 416 51¼ 133 41/4 114 12 305 7 178 26Y8 664 14 356 9 229 7% 194 230 104 3 80 421/b 1070 18/e 479 5¼ 133 4¼ 114 12 305 7 178 261/e 664 14 356 9 229 75/s 194 230 104 4 100 55/8 1400 22/4 578 6 152 5/8 149 17 432 91/2 241 37 940 15 381 13/ 346 11% 299 470 213 6 150 66 1664 30½ 765 6 152 6 152 2034 527 141/2 368 45 1130 16 406 13/ 346 1134 299 798 362 8 200 781/2 1994 3734 959 9/ 248 81/8 219 26 660 18½ 470 1 551/4 1403 1 17 432 1 18½ 470 1 16% 416 1 1456 660 10 250 935/s 2378 453/4 1.162 1 93/4 248 8% 219 32 813 211/2 546 1 67½ 1715 1 18 457 1 18½ 470 1 16% 416 1 2230 1012 Capacity *Typical maximum flow rate (7.5 feet/sec.) **UL rated flow 2W' (65mm) kPa psi 207 30 172 25 138 20 103 15 Z_- 69 10 35 5 00 0 20 40 60 80 100 120 140 160 180 200 220 2409pm P 0 76 152 228 304 380 456 532 608 684 760 836 9121pm 6 7.5 10 15 fps 1.8 2.3 3.0 4.6 mps L I------ ---- --- 0 50 100 150 200 250 300 350 400 450 500 550 600gpm 1P 0 190 380 50 760 950 1140 1330 1520 1710 19002090 22801pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) ,'4? . ! !It I 0 30 60 90 120 150 180 210 240 270 300 330 3609pm AP 0 114 228 342 456 570 684 798 912 1026 1140 125413681pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 6" (150mm) kPa psi 207 30 172 25 138 20 69 10 I 0 200 400 600 800 1000 1200 1400 1600 gpm ' 0 700 1520 2280 3040 3800 4560 5320 6080 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps S kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 00 0 200 400 600 800 1000 1200 1400 1600 18002000 9pm AP 0 760 1520 2280 3040 3800 4560 5320 6080 68407600 1pm 5 7.5 10 fps 1.5 2.3 3.0 mps 10" (250mm) kPa psi 207 30 * ** 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 30009P P 0 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 10450 1140D IPM 6 . 7.5 10 fps 1.8 2.3 3.0 mps 3 For additional information, visit our web site at: www.watts.com fl S WWATFS A Watts Water Technologies Company ES-909RPDA 1004 USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca © 2010 Watts V &X#X= VkA &X7A ~OA! AW#A'!W)k#AEmmm&VAs OR EQUAL I Schedule-10/Schedule-40 - ABFII Fully Listed and FM Approved Sprinkler Pipe When you specify Allied Schedule-10/Schedule-40 - ABFII sprinkler pipe you get 'a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - ABFII gives you the extra quality assurance you demand. Our Sch-10 (11/4"-8") pipe and Sch-40 (1"-21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. > Galvanized Pipe . Schedule-10/Schedule-40 -ABFII product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. > Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit fire sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII" In scientific laboratory tests, ABFII proved to have superior resistane to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* > American Made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Schedule-10/Schedule-40 -ABFII pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * See ABFII warranty iSpecifications NPS In; mm Nominal I.D. In; mm Wt. Lbs/Ft; kg/rn Wt. (H20 Filled) Lbs/Ft; kg/rn CRR - 1" 1.049 26.6 1.680 2.05 1 - 25 3.05 11/4" - 1.380 35. 1 2.270 2.93 -- 1 - 32 4.36 4.36 1½" 1.610 2.720 4.0 3.61 1 - 40 40.9 5.37 2' 2.067 3.650 5.13 7.63 1 50 52.5 5.4 - 21/2 2.469 5.790 7.86 1 65 62.7 8.6 11.73 - NPS 'TI Nominal I.D. [IABIFII1IISpecifications Wt. Wt. (H20 Filled) RR In; mm In; mm Lbs/Fr; kg/rn Lbs/Fr; kg/rn 1114 1.810 2.525 7.0955 - 32 36.6 2.7 3.75 1½" 40 1.682 - 42.7 2.080 3.04 5.6570 - - 3.1 -4.52 2.157 2.640 4.22 6.28 4.5827 50 54.8 3.9 - 21/2" 2.635 3.530 5.3 5.89 3.5196 65 66.9 8.77 - 3.260 4.330 7.94 2.5550 75 - 82.8 6.4 - 11.82 - 100 4.260 108.2 5.610 11.78 1.6020 - 8.3 17.53 5* 125 5.295 . 777 17.33 1.4874 134.5 11.56 25.80 - - 6"" . 6.357 9.290 23.03 1.0251 150 161.5 13.8 34.27 - 8"" 8.249 16.490 - 24.5 40.15 59.75 1.8365 - 200 209.5 * Not available with ABFII APPROVED II. I Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com t'!) CdhIOCJ • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT Harvey, 1160426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 A BRAND 4yatkore - "1" 02011 Atkore International, Inc. All Rights Reserved. STP-S5-3-1107 OR EQUAL I The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection COMPARISON systems with a working pressure of 300 psi or less. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger ID provides an opportunity for downsizing and further cost savings. lFSILEIMEjjE C41 -- nal Pipe fy gw ul Schedule4O locheuIe40 11/4 1.660 1.530 1.442 1.380 1.98 1.00 11/2 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 2 1/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 * Corrosion Resistance Ratio BENEFITS Dual Certified to ASTM A135 and A795. FM Approved for roll grooved, and welded, and plain-end application in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. UL Listed (for US and Canada) and FM Approved for use with Victaulic® Fif Fittings in plain end applications. Lightweight - saves shipping costs, and offers'easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. Can be used for wet and dry* systems. * Eddy Flow can be hot dipped galvanized to meet FM'S requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, c®us 4 Chesterfield, MO 63017 contact your salesperson today at 8 N6 LISTED BULL MOOSE TUBE COMPANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 FAX: (636) 537-2645 in the USA, or from Canada ______ www.bullmoosetube.com call (800) 882-4666 <i~> ACftVcompany e-mail:sales@bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 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 - c us 203-EX 2551 zE 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 tbs. or 1/2= 125 inch tbs. 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. 1/08 Stat P1 le [OR EQUAL & Supply, Inc. I SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE, AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 10 -- Black and Galvanized Steel ERW Pipe Pipe Size Nominal Test Pressure psi O.D. ID. Weight/Foot 11.1.315 1.097 1.410 700 1-1/4 1.660 1.442 1.810 1200 1-112 1.900 1.682 2.090 1200 2" 2.375 2.157 2.640 2300 2-1/2' 2.8751 2.635 3.530 1 2500 4' 4.500 1 4.260 5.620 1000 5.563 5.295 7.780 1010 6.625 6.357 9.300 1020 18"8.625 8.249 16.960 780 8" wall thickness is 0.188, not SCH10 or 0.148" wall thickness. COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements, Percent (Product) C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 - 1 Residual elements max: Cu.40, Ni-0.40, Cr.40, M0.15 and V-OS. These live elements combined shall not exceed 1%. Mechanical Properties-Tensile Requirements Id MQ I lvi I)Q I I .)U,VUiJ I .•tu,vvu I - NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum tensile strength of the steel grade. 9615 S. Norwalk Blvd., Santo Fe Springs, CA 90670 . (562) 695-5555 • FAX: (562) 692-1054 • www.stotepipe.com P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER S 3/4 thru 4 Inch pipe LISTED FOR STEEL/CPVC SIZE - 1/2 thru 8 inch pipe. S MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - 203-EX 2551 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 3/8 400 32 11/2 3/8 400 40 2 3/8 400 50 21/2 3/8 600 65 3 3/8 600 80 31/2 3/8 600 4 3/8 1000 100 5 1/2 1250 125 6 1/2 1250 150 8 1/2 1250 200 ITT 'I inch pipe 5 thru 8 inch pipe Fic!n P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 303 TRAPEZE PIPE HANGER S SIZE - 3/8"Rod - 1 1/2" and 2" Trapeze Pipe Size 1/2"Rod - 2" thru 4" Trapeze Pipe Size. MATERIAL - Carbon Steel, Mil. Galvanized to G-90 specificati FINISH - Mu. Galvanized. . LISTING/APPROVAL - 203-EX 2551 OSHPD OPA-0601 See Website. Conforms to Federal Specification WW-H-171E type 10, and Manufacturers Standardization Society SP-69, type 10. MAXIMUM TEMPERATURE - 650'F. FUNCTION - Heavy duty ring hanger used for trapeze installati and severe duty hanger assemblies. INSTALLATION - Per NFPA 13,13R and 13D. FEATURES * Formed to match trapeze pipe diameter which prevents elongation. * Listed to support the largest pipe size per rod diameter 3/8" rod = 4" hanger load rating. 1/2" rod = 8" hanger load rating. ORDERING - Part #, rod size and pipe size. 1/08 P.G. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 SURGE RESTRAINER. Ring Hang testrainer SIZE - One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. One size fits 2 '/2 and 3 inch AFCON #300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - c-us EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - Restrain upward movement of CPVC or steel piping. INSTALLATION - Per NFPA-13. Snap into locking position on swivel nut - No tools required. FEATURES - * Fits AFCON #300 Ring Hanger - ONLY * Ring Hanger may be adjusted with Surge Restrainer installed. ORDERING - Part # and size. E:1 05/03 JOR I PRODUCT INFORMATION EQUAL VertigoTM SECTION CONTENTS Page No. General Information....................1 ?owers FASTENERS Vertigo TM Rod Hangers U.01 jujg• PMAON I IA 11'I ' Vertigo is an all steel threaded fastening system for suspending steel threaded rod vertically overhead in pipe hanging, fire protection, electrical conduit and cable-tray applications. Vertigo are available in three versions which can be installed in a variety of base materials including steel purlins, bar joists and beams, wood frame columns and beams, as well as concrete ceilings, beams and columns. Steel threaded rods in 1/4", 3/8" and 1/2" diameters can be vertically suspended with Vertigo. In wood and steel base materials, Vertigo is also offered in a side mount style for lateral installation of 1/4" and 3/8" diameter steel threaded rods onto joists, columns and overhead members. For all steel and wood Vertigo fasteners, a universal Vertigo Socket Driver is recommended to provide proper installation with a screw gun or hammer drill. Concrete Vertigo fasteners should be installed with the appropriate size standard drive sockets and adjustable torque, battery powered screw gun or hammer drill. Hanging Pipe and Sprinkler Systems • Suspending Conduit and Cable Trays Lighting Systems and Overhead Utilities • HVAC Ductwork and Strut Channels Suspended Ceilings • Mounting Security Equipment Installation Specifications............2 Material Specifications ...............2 Performance Data ........................3 Ordering Information..................7 Steel Vertigo Wood Vertigo n S + One system for all rod hanging applications in steel, wood and concrete + Ease and speed of overhead installation + Lower in-place cost, when compared to beam clamps, lag bolts and dropins + Steel and wood Vertigo can be installed with a screw gun or hammer drill + Concrete Vertigo can be installed with an adjustable torque, battery powered screw gun or hammer drill + Side mount versions available for steel and wood Vertigo + The universal socket can be used for the steel and wood Vertigo FM Approvals (FM) - (see listing for applicable sizes and types). Pipe Hangers components for automatic sprinkler systems - File No. JI 3015153 Underwriters Laboratory (UL) - (see listing for applicable sizes and types). Pipe Hangers - File No. EX 1289 Luminaire - File No. E362339 CSI Divisions: 03 16 00- Concrete Anchors, 05 05 19 - Post-Installed Concrete Anchors, 05 05 23 - Metal Fastenings and 06 05 23 - Wood, Plastic, and Composite Fastenings. Rod Hangers shall be Vertigo anchors as supplied by Powers Fasteners, Inc., Brewster, NY. Concrete Vertigo (Wedge-Bolt OT) ANCHOR MATERIALS Zinc Plated Carbon Steel ANCHOR SIZE RANGE (TYP.) 1/4" to 1/2" for Steel 1/4" to 1/2" for Wood 1/4" to 1/2" for Concrete SUITABLE BASE MATERIALS Steel Purlins and Beams Wood and Timber Normal-Weight concrete Structural Lightweight concrete Hollow Core Concrete Plank Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers Vertigo1M PRODUCT INFORMATION FASTENERS S Steel Vertigo Point Style #3 #5 Self Drilling Range 0.036' (20gaue)— 0.188" (3/16') 0.188" (3/16")— 0.500" (1/2") Screw Size (UNC) 1/4-20 thread 1/4-20 thread Root Diameter (in.) 13/64 13/64 Thread Length (in.) 1-3/16" (1-1/2"screw) 31/32"(1-1/2"screw) Flange Thickness (in.) 1/16 1/16 Drill Speed (RPM) 500-1,500 500-1,500 Install with universal steel and wood socket. Wood Vertigo Screw Size 1/4" Thread Forming 5/16' Thread Forming Pre-drill Diameter (in.) (if required) 1/8 1/8 Point Style Type 17 Type 17 Root Diameter (in.) 3/16 7/32 Thread Length (in.) Screw length less 5/16 Screw length less 5/16 Flange Thickness (in.) 1/16 1/16 Install with universal steel and wood socket. Vertigo Couplings (Steel & Wood) Screw Size 1/4" 3/8" 1/2" 1/4" 3/8" Coupling Size and Type Vertical Vertical Vertical Side Side Thread Size (UNC) 1/4-20 3/8-16 1/2-13 1/4-20 3/8-16 Thread Depth (in.) 3/8 3/8 3/8 (through) (through) Width (flat to flat) (in.) 5/8 5/8 5/8 5/8 5/8 Height (in.) 13/16 13/16 13/16 13/16 13/16 Concrete Vertigo (Wedge-Bolt OT) Rod Diameter/Anchor Size 1/4" 3/8" 1/2' ANSI Drill Bit (in.) 1/4 1/4 3/8 Overall Screw Shank Length 1-1/4 1-1/2 2-3/4 AnchorThread Length (in.) 1-1/8 1-3/8 2-1/2 Root Diameter (in.) 15/64 15/64 23/64 Coupling /Washer Height (in.) 27/64 9/16 53/64 Integral Washer O.D. (in.) 31/64 39/64 31/32 Coupling Thread Size (UNC) 1/4-20 3/8-16 1/2-13 Coupling Thread Depth (in.) 3/8 1/2 3/4 Socket Driver Size (in.) 3/8 11/2 111/16 Install with universal steel and wood socket. Installation Guidelines When installing Vertigo fasteners, eye protection .' '. •:. .' should be worn as a . safety precaution. If pre-drilling is required (certain types of wood truss/wood joist and all concrete base materials), select the recommended drill bit type and diameter. For Concrete Vertigo only, drill to the appropriate embedment depth, adding at least one diameter (1/4" to 1/2") to the drilling depth to prevent the tip of the fastener from running into a dead end at the rear of the anchor hole. Concrete Select the appropriate socket driver for the '' •• ., anchor size and type to be installed and mount into chuck of installation tool. . -. Insert the Vertigo fastener into the socket driver, and install perpendicular to the base material surface. Drive the fastener with a smooth steady motion until the coupling is firmly seated against the surface of the base material. Thread the appropriate Steel diameter steel threaded rod or threaded bolt into the coupling. The threaded rod or bolt should fully engage the thread length It of the coupling on a vertical mount fastener. The threaded rod or threaded portion of the bolt can pass through coupling of a side Wood mount fastener. For UL and FM listings for Pipe Hangers, Steel Vertigo should be installed with a retaining nut. Steel and Wood Vertigo Component Component Material Screw Body AISI 1018-1022 (Case Hardened) Coupling AISI 1018-1022 (Case Hardened) Zinc Plating ASTM 8633, SC1,Type III (Fe/Zn5) Concrete Vertigo (Wedge-Bolt 01) Component Component Material Anchor Body Case Hardened 10B21 Carbon Steel Zinc Plating ASTM B633, SC1, Type Ill (Fe/Zn 5) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 C ?owers FASTENERS PRODUCT INFORMATION VertigoTM PERFORMANCE DATA Steel Vertigo - Ultimate Tension Load Capacities when Installed in Minimum ASTM A 36 Steel (Beams) and ASTM A 572 Steel (Purlins)"2 Anchor Size! Minimum Steel Gauge (Thickness) 20 18 16 14 12 3116" 114" Rod Diameter Mount Screw Shank in. Direction Size and Length 0.036" 0.048" 0.060" 0.075" 0.105" 0.187" 0.250" (mm) lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) Vertical 1/4-20 x 1" (w/nut) 1.550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - Vertical 1/4-20 x 1 " 405 620 985 1,160 1,560 3,205 5,040 1/4 (6.4) (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 1/4-20 xl" (w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 - (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) Vertical 1/4-20 x 1" (w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - Side 114-20x1-112"(w'rut) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - 3/8 Vertical 1/4-20 x 1-1/2 " 405 620 985 1,160 1,560 3,205 (9.5) (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) - Side 1/4-20x 1-1/2" 405 620 985. 1,160 1,560 1,965 (1.8) (2.8) (4.4) (5.2) (7.0) (8.8) - Vertical 1/4-20 x 2" (w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - Vertical 12-20x 1-1/2" 495 710 920 1,560 2,050 3,280 5,040 1/2 (2.20 (3.2) (4.1) (7.0) (9.2) (14.8) (22.7) (12.7) Vertical 12-20x 1-1/21w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - 1. For Steel Vertigo loaded perpendicular to threaded rod (shear) the ultimate load capacity for the anchor is 1,965 lbs is nominal 20 gage steel (0.035") Wood Vertigo - Ultimate Tension Load Capacities when Installed in Wood Base Materials (Structural Wood and Timber)" Anchor Size! Embedment Depth Wood Member (Type) ______________________ Fir Pine Spruce Rod Diameter Mount Screw Shank Size in. Direction and Length in. (mm) lbs. lbs. lbs. (mm) (kN) (kN) (kN) 1/4 Vertical 1/4 x 1 1 (25.4) 685 (3.1) 650" 650 (2.9) (2.9) (6.4) Side 1/4 x 2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Vertical 1/4x 1" 1 (25.4) 685 (3.1) 650 (2.9) 650 (2.9) Side 1/4x 1" 1 685 650 650 (25.4) (3.1) (2.9) (2.9) Vertical 1/4 x 2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Side 1/4x2" 2 1,800 1,800 1,800 3/8 (50.8) (8.1) (8.1) (8.1) (9.5) Vertical 1/4x3" 3 2,075 1,510 1,510 (76.2) (9.3) (6.8) (6.8) Vertical 1/4x4" 4 (101.6) 2,075 (9.3) 1,510 (6.8) 1,510 (6.8) Vertical 5/16" x2-1/2" 2-1/2 2,670 3,110 3,110 (63.5) (12.0) (14.0) (14.0) Side 3/8" x2-1/2" 2-1/2 1,450 1,530 1,380 (63.5) (6.5) (6.9) (6.2) 1/2 (12.7) Vertical 5/16" x2-1/2" 2-1/2 (63.5) 2,670 (12.0) 3,110 (14.0) 3,110 (14.0) Truss/joist manufacturers may require pre-drilled holes with wood depending on the location of the anchor installation. Consult with the truss/joist manufacturer for details. Wood Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 3 S ?owers VertigoTM PRODUCT INFORMATION FASTENERS Concrete Vertigo - Ultimate Load Capacities when Installed in Normal-Weight Concrete',' Anchor Size I ANSI Drill Bit Embed. Depth Minimum Concrete Compressive Strength (f c) 2.000 psi (13.8 MPa) 4.000 psi (20.7 MPa) 6,000 psi (41.4 MPa) Rod Diameter Mount Screw Shank Size Diameter h, Tension Shear Tension Shear Tension Shear in. Direction and Length dbit in. (mm) in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 Vertical 1/4" xl-1/4" 1/4" 1-1/4 1,390 1,810 1,950 2,440 2,070 2,570 (6.4) (31.8) (6.3) (8.1) (8.8) (11.0) (9.3) (11.6) 3/8 -Vertical 1/4" xl-1/2 " 1/4" 1-1/2 1,760 2,580 2,595 2,640 2,770 2,700 (9.5) (38.1) (7.9) (11.6) (11.7) (11.9) (12.5) (12.2) 1/2 Vertical 318"x2-314" 3/8" 2-3/4 5,320 5,250 6,050 6,330 8,620 7,410 (69.9) (23.9) (23.6) (27.2) (28.5) (38.8) (33.0) The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. Linear interpolation may be used to determine ultimate loads for intermediate compressive strengths. Concrete Vertigo - Ultimate Load Capacities when Installed Through Metal Deck into Structural Lightweight Concrete 1.2.3.4 Lightweight Concrete Over Minimum 20 Ga. Metal Deck Anchor Size / Rod Diameter Embedment Depth fc 2! 3,000 psi (20.7 MPa) Minimum 4 1/2" Wide Deck d in. Tension Load at 45" in. (mm) (mm) lbs. lbs. (kN) (kN) 1/4 1-1/4 800 1,140 (6.4) (31.8) (3.6) (5.1) 3/8 , 1-1/2 1,780 1,500 (9.5) (38.1) (8.0) (6.8) 1/2 2-3/4 3,880 2,920 (12.7) (69.9) (17.5) (13.1) The values listed above are ultimate and allowable load capacities for Vertigo rod hangers installed in sand-lightweight concrete. The metal deck shall be minimum No. 20 gauge thick steel 10.035-inch base metal thickness 10.89 mm)) conforming to ASTM A 653/ A 653M. The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. The tabulated load values are for anchors installed with a minimum flute edge distance of 1-1/2-inch. Concrete Vertigo - Ultimate Tension Load Capacities when Installed in Hollow Core Concrete Plank'-2 Anchor Size I Rod Diameter ANSI Drill Bit Embedment Depth Center of Web Center of Core Mount Screw Shank Size Diameter lbs. lbs. in. Direction and Length dbit in, (kN) (kN) (mm) in. (mm) 1/4 Vertical 1/4"x 1-1/4' 1/4" 1-1/4 2,775 1,920 (6.4) (31.8) (12.3) (8.5) 3/8 ' (9.5) Vertical 1/4"x1-1/2" 1/4 " 1-1/2 (38.1) 3,700 (16.5) 2,570 (11.4) 1/2 Vertical 3/8"x2-3/4" 3/8" 2-3/4 8,240 3,480 (69.9) (12.7) (36.7) (15.5) Tabulated load values are for anchors installed in 8-inch-thick hollow core plank with minimum compressive strength of 5,000 psi at the time of installation. The 4' x 6' normal-weight concrete members features include 1-1/2" cover above and below cores and a minimum web thickness of 1-112". The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 S ?owers FASTENERS PRODUCT INFORMATION VertigoTM IPERFORMANCE DATA Steel Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) Listings for Pipe Hangers' Anchor Size! 0 Maximum UL Minimum FM Minimum Rod Diameter Mount Screw Shank Pipe Size Steel UI Test load Steel FM Test Load Cat. No. in. Direction Size and Point Style Thickness lbs. Thickness lbs. (mm) Length i n. (mm) in. (kN) in. (kN) . (mm) (mm) 7158 Vertical 1/4-20x 1" #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7184 Side 114-20x 1" #3 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7160 Vertical 1/4-20x #3 4 0.060 1,500 0.096 1,475 3/8 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 7186 Side 1/4-20x #3 4 0.060 1,500 0.096 1,475 (9.5) 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 7154 Vertical 12-20x 1-1/2" #5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7188 Side 1/4-20 x 2" #3 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7201 Side 12-20 x 1-1/2" #5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7161 1/2 Vertical . 12-20 x 1-1/2" #5 8 0.250 4,050 0.250 3,800 (12.7) (203.2) (6.4) (18.2) (6.4) (17.1) 1. Steel Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. For UL and FM listings, Steel Vertigo must be installed with a retaining nut. Wood Vertigo - Ultimate load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) listings for Pipe Hangers' Anchor Size / Rod Diameter Mount Screw Shank Embedment Depth UL Ma ximum Size UL Test load FM Maximum FM Test Load Cat. No. i n. Direction Size and . Pipe . lbs. Pipe Size lbs. (mm) length in. (mm) (mm) (kN) in. (mm) (kN) 7165 Vertical 1/4 x 2" 2 3 1,050 (50.8) - - (76.2) (4.7) 7170 Side 1/4x2" 2 3 1,050 (50.8) - - (762) (4.7) 7167 Vertical 1/4 x " 3 3 1,050 - - 3/8 (9.5) (76.2) (76.2) (4.7) 4 3 1,050 7169 Vertical 1/4x4" - (101.6) (76.2) (4.7) 7162 Vertical 5/16" x2-1/2" 2-1/2 4 1,500 1,475 (63.5) 4 (101.6) (6.8) (101.6) (6.6) 7156 Side 5/16" x2-1/2" 2-1/2 4 1,500 (63.5) - - (101.6) (6.8) 1. Wood Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. No pre-drilling was done in the wood base materials. Concrete Vertigo - Ultimate load Capacities for Factory Mutual (FM Global) listings for Pipe Hangers' Anchor Size / Rod Diameter Screw Shank Size ANSI Drill Bit Diameter Embedment Depth FM Maximum FM Test Load Cat. No. in. Mount Direction and dbft in. Pipe Size lbs. Length (mm) i n. (kN) (mm) i n. (mm) 7173 3/8 Vertical 1/4" x 1-1/2" 1/4" 1-1/2 (38.1) 4 (101.6) 1,475 (6.6) 7175 1/2 Vertical 3/8" x 2-3/4" 3/8" 2-3/4 4 3,800 (12.7) (69.9) (203.2) (17.1) 1. Tabulated load values are for anchors installed in inch thick hollow core plank with minimum compressive strength of 4,000 psi at the time of installation. The 4's 6' normal-weight concrete Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com EI ?owers VertigoTM PRODUCT INFORMATION FASTENERS IPERFORMANCE ' DATA Steel Vertigo - Ultimate Load Capacities for Underwriter's Laboratories (UL) Listings - Luminaire' Catalog Number Anchor Size/Rod Dia. In. (mm) Mount Direction Screw Shank Size and Length Point Style Mounting Surface UL Test Load (lb.) 7155 1/4 Vertical 1/4-20 x 1 #3 16 Gauge Steel 45 7157 3/8 Vertical 1/4-20 x 2 43 16 Gauge Steel 45 7158 3/8 Vertical 1/4-20 x 1 #3 16 Gauge Steel 45 7159 3/8 Vertical 1/4-20 x 1-1/2 #3 16 Gauge Steel 45 7160 1/4 Vertical 1/4-20 x 1-1/2 #3 16 Gauge Steel 45 7183 1/4 Side 1/4-20 x 1 #3 16 Gauge Steel 75 7184 3/8 Side 1/4-20 x 1 #3 16 Gauge Steel 75 7186 3/8 Side 1/4-20 x 1-1/2 #3 16 Gauge Steel 75 7188 3/8 Side 1/4-20 x 2 #3 16 Gauge Steel 75 7155 1/4 Vertical 1/4-20 x 1 #3 22 Gauge Steel 25 7157 1/4 Vertical 1/4-20 x 2 #3 22 Gauge Steel 25 7158 3/8 . Vertical 1/4-20 x 1 #3 22 Gauge Steel 25 7159 3/8 Vertical 1/4-20 x 1-1/2 #3 22 Gauge Steel 25 7160 3/8 Vertical 1/4-20 x 1-1/2 #3 22 Gauge Steel 25 7183 1/4 Side 1/4-20 x 1 #3 22 Gauge Steel 45 7184 3/8 Side 1/4-20 x 1 #3 22 Gauge Steel 45 7186 3/8 Side 1/4-20 x 1-1/2 #3 22 Gauge Steel 45 7188 3/8 Side 1/4-20 x 2 #3 22 Gauge Steel 45 1. Steel Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. For UL Luminaire listing, Steel Vertigo does not require a retaining nut. 6 . www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 I ____________ 1!8 lI! 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I I I] I I E [.1 jOb!paA _____ NOI1VIIJHONI 1)flGOHd S H] N 3 1. S V J I ivno Ho! SJaMo. 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. I@ 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 TOLCOTM 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. insiaiiaiion Note - i-'osition t-ig. iuui over tne pipe to De braced and tighten two hex head cone point set bolts until heads Maximum Design Load bottom out. A minimum of 1 ' pipe extension is recommended. Sch 7 - 1600 lbs. Brace pipe can be installed on top or bottom of pipe to be braced. Sch 10 & 40w/1" Brace Pipe -2015 lbs. Approvals - Underwriters Laboratories Listed in the USA (UL) Sch 10 & 40 w/1¼' Brace Pipe - 2765 lbs. and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD proiects, 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. Io... 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 fl S Ei Longitudinal Brace Fig. 4L C®US LISTED Longitudinal "In-Line" Sway Brace Attachment Size Range - 2" through 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 2" - 8". Approved by Factory Mutual Engineering (FM), 21/2" - 8" pipe. Installation Instructions - The Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the 'bracing pipe and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe' into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. 4-Way Riser Brace (Plan view) Dimensions • Weights Bolt Max. Rec. *Max Rec. Approx. Sizes A C D Size Load Lbs. Load Lbs. Wt./100 (cULus) (FM) 21/2 6A6 21/2 2/4 1/2 2015 3000 253 3 7 23/4 31A6 1/2 2015 1550 268 4 81h 3/8 311/16 1/2 2015 1550 348 5 93/4 3/e 4 /8 1/2 2015 1450 380 6 111/2 5 51/6 1/2 2015 1450 640 8 131/4 5/8 5/8 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 300 - 90". No reduction of load based on brace angle is required. FM approved when used with 1", 11/4', 11/2" or 2" Sch. 40 brace pipe. TOLCO® brand bracing components are designed to be compatible P1J,,I with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. D OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Component of State of California OSHPD Approved Seismic Restraints System C®US LISTED IOR EQUAL 3/8" Maximum Design Load 2015 Lbs. Weight/100 237.5 Lbs. UL Listed as Hanger Attachment 6" Pipe Max. FM Approved Design Loads* 2900 - Across Beam 1350 - Along Beam Bar joist 01,0,50 attached Fig. 825 - Bar Joist Sway Brace Attachment Size Range — One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Material — Carbon Steel Function — To attach sway bracing and hanger assemblies to steel open web structural members. Features — This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper instal- lation torque (mm. 31 ft.-lbs.). Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog 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. Installation Instructions — The Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, 'bracing pipe" and a TOLCO braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- lines should be followed. To Install — Place the Fig. 825 on the steel beam, tighten the cone point set bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. _________ S5o.,nwlth - Important Structural Note: xxo / The TOLCO Fig. 825 has significant UL established design loads, however, struc- tural issues related to the steel joist member require restricted location installation for all bracing. Steel J6ist Manufacturers require that all earthquake bracing connections be S within 6 of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span. For instal- lations within the center third section of the joist span, use UL Listed TOLCO Fig. 825A. Finish — Plain, Electro-Galvanized and HDG Order By — Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical. May pl%d U, onydirealon Z.iJ] Fig. L2 SIDE VIEW Optional Wood Nih, Slow,, own with 1.909 iSiS TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PR: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.folco.com Fig. 980 - Universal Swivel Sway Brace Attachment C®uS LISTED Size Range - One size fits bracing pipe 1' thru 2, TOLCO 12 gauge channel, and all structural Component of State of California OSHPD Approved steel up to 1/4' thick. Seismic Restraints System Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace • assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe. Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog 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. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT 06,273,372 Dimensions • Weights Max. Design Approx. A B H* Load Lbs. Wt./100 51/4 17/8 17/32 2765 132 Available with hole sizes to accommodate up to 3/4 fastener. Consult factory. Lateral Brace TOLCO brand bracing components are desgined to be compatible ONLY with other TOLCO' brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO' brand bracing components, in the instance that such TOLCO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO" brand. NIBCO shall NOT be liable under any circumstance for ani direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951,737.0330 CUSTOMER SERVICE • 800:786.5266 www.tolco.com tqCU /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 JOR EQUAL I fl Pipe Fittings NPT Threaded, Ductile Iron General Description The Tyco® Series 800 Threaded Pipe Fittings and California Tees & Elbows are manufactured from ductile iron. They are stronger and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties and by adding mag- nesium while the iron is being poured into the final cast shape. Although lighter than standard cast iron, the fit- tings have an added advantage of be- ing less susceptible to cracking due to their added strength. The Series 800, California, and Figure 719 Threaded Pipe Fittings are a re- designation for the Central Series 800, California, and Figure 719 Threaded Pipe Fittings. WARNINGS The Threaded Pipe Fittings described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals: UL Listed and FM Approved Maximum Working Pressure: Series 800 and California Fittings: 250 psi (17,2 bar) Figure 719 Plug: 250 psi (17,2 bar) Page 1 of 10 Material: Series 800 and California Fittings: Ductile Iron Figure 719 Plug: Cast Iron Pipe Thread: NPT per ANSI B1.20.1 Installation Apply Teflont tape or high quality pipe joint compound on male pipe threads and tighten two to three turns beyond hand tight. NOTE Installers who have not used ductile iron threaded fittings should be in- structed that the fittings are stron- ger than the pipe and overtightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fit- tings. Apply Teflon tape or high qual- ity pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If an auto- matic make-on machine is being used, please exercise caution in setting the machine to the proper parameters pri- or to tightening fittings onto the male pipe threads. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable JANUARY, 2008 Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- oress or implied, including warranties of merchantability and fitness for a particular ouroose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. registered trademark of E. I. du Pont de Nemours and Company or its affiliates. TFPI7IO Page 2of1O TFPI7I0 S FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW TABLE I NOMINAL DIMENSIONS FIGURES 811 & 813 Figure 811 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.24 86206 0.88 0.38 (14,2) (0,11) (22,4) (9,7) 0.75 0.40 86205 1.00 0.44 (19,0) (0,18) (25,4) (11,2) 0.81 0.64 86200 1.13 0.81 (20,6) (0,29) (28,7) (20,6) 1.06 0.95 86201 1.31 0.63 (26,9) (0,43) (33,3) (16,0) 1.19 1.24 86202 1.44 0.69 (30,2) (0,56) (36,6) (17,5) 1.50 1.74 86203 1.68 0.94 (38,1) (0,79) (42,7) (23,9) 1.56 3.28 86204 1.94 1.00 (39,6) (1,49) (49,3) (25,4) Nominal Pipe Size Figure 813 ANSI A Approx. Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.22 86780 DN15 (28,7) (0,09) 3/4 1.31 0.33 86781 DN20 (33,3) (0,15) 1 1.50 0.48 86280 0N25 (38,1) (0,21) 1-1/4 1.75 0.73 86281 DN32 (44,5) (0133) 1-1/2 1.94 0.93 86282 DN40 (49,3) (0,42) 2 2.25 1.55 86283 DN50 (57,1) (0,70) 2-1/2 2.69 2.70 86782 DN65 (68,3) (1,22) S S TFPI7IO FIGURE 812 900 REDUCING ELBOW Nominal Pipe Figure 812 Size ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Lbs. Part DN (mm) (mm) (mm) (mm) Number (kg) 3/4 x 1/2 1.19 1.19 0.63 0.63 0.33 DN20x 15 (30,2) (30,2) (16,0) (16,0) (0,15) 86342 1 x 1/2 1.25 1.38 0.56 0.81 0.44 86210 DN25 x 15 (31,8) (35,1) (14,2) (20,6) (0,20) 1 x3/4 1.38 1.44 0.69 0.88 0.53 86211 DN25 x 20 (351) (36,6) (17,5) (22,4) (0,24) 1-1/4 x 1/2 1.31 1.50 0.63 0.94 0.64 DN32 x 1 (33,3) (38,1) (16,0) (23,9) (0,29) 86212 1-1/4x3/4 1.44 1.63 0.75 1.06 0.75 86213 DN32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4 x 1 1.56 1.68 0.88 1.00 0.77 86214 DN32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2 x 3/4 1.50 1.75 0.75 1.19 0.95 86221 DN40 x 20 . (38,1) (44,4) (19,0) (30,2) (0,43) 1-1/2 x 1.63 1.81 0.88 1.13 0.99 86215 DN40x25 (41,4) (46,0) (22,4) (28,7) (0,45) 1-1/2x1-1/4 1.81 1.88 1.13 1.19 1.14 DN40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52) 86216 2x3/4 1.63 1.94 0.88 1.38 1.39 DN50x20 (41,4) (49,3) (22,4) (35,1) (0,63) 86217 2 xl 1.75 2.06 2.00 1.31 1.58 DN50x25 (44,4) (52,3) (50,8) (33,3) (0,72) 86218 2 x 1-1/2 2.00 2.19 1.25 1.44 1.67 86220 DN50x40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2x2 2.38 2.63 1.25 1.88 3.01 86262 DN65x50 (60,5) (66,8) (31,8) (47,8) (1,36) TABLE 2 NOMINAL DIMENSIONS FIGURE 812 Page30f 10 S Page 4 of 10 FIGURE 817 CROSS Nominal Pipe Size Figure 817 A B C D Approx. ANSI Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs. Number (kg) 1 1.50 1.50 0.81 0.81 0.97 86284 DN25 (38,1) (38,1) (20,6) (20,6) (0,44) 1-1/4 1.75 1.75 1.06 1.06 1.59 DN32 (44,4) (44,4) (26,9) (27,0) (0,72) 86285 1-1/2 1.94 1.94 1.19 1.19 1.89 DN40 (49,3) (49,3) (30,2) (30,2) (0,86) 86286 2 2.25 2.25 1.50 1.50 2.93 DN50 (57,1) (57,1) (38,1) (38,1) (1,33) 86287 1-1/4 x 1-1/4 x x 1.69 1.56 1.00 0.88 1.25 DN32 x 32 x 25 x 25 (42,9) (39,6) (25,4) (22,4) (0,56) 86289 1-1/2 x 1-1/2 x 1 x 1 1.81 1.63 1.06 1.94 1.48 86322 DN40x40x25x25 (46,0) (41,4) (26,9) (49,3) (0,71) 2 x 2 x 1 x 1 2.00 1.75 1.25 1.06 2.64 86291 DN5O x 50 x 25 x 25 (50,8) 1 (44,4) (31,8) (26,9) (1,20) TABLE 3 NOMINAL DIMENSIONS FIGURE 817 TFPI7IO TFPI7I0 Page 5oflO Q A7 BA FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING Figure 814 Figure 818 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.33 86340 1.38 0.31 (14,2) (0,15) (35,1) (7,9) 0.75 0.50 86341 1.63 0.56 (19,0) (0,23) (41,4) (14,0) 0.81 0.85 86230 1.75 0.38 (20,6) (0,38) (44,4) (9,7) 1.06 1.30 86231 2.00 0.56 (26,9) (0,59) (50,8) (14,0) 1.19 1.63 86232 2.19 0.75 (30,2) (0,74) (55,6) (19,0) 1.50 2.63 86233 2.63 1.13 (38,1) (1119) (66,8) (28,7)' 1.56 4.55 86234 3.00 0.75 (39,6) (2,06) (76,2) (19,0) TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 Nominal Pipe Size A Approx. ANSI Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.18 72779 DN15 (287) (0,08) 3/4 1.31 0.26 72778 DN20 (33,3) (0,11) 1 1.50 0.44 72755 DN25 (38,1) (0,20) 1-1/4 1.75 0.54 72754 DNJ32 (44,4) (0,24) 1-1/2 1.94 0.71 72753 DN40 (49,3) (0,32) 2 2.25 1.15 72752 DNSO (57,1) (0,52) 2-1/2 2.69 2.29 72758 DN65 (68,3) (1,04) S S TFPI7IO Page 6 of 10 FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D E F Approx. ANSI Inches Weight Part ON Inches Inches Inches Inches Inches Inches Lbs. Number (mm) (mm) (mm) (mm) (mm) (mm) (kg) 3/4 x 3/4 x 1/2 1.19 1.19 1.25 0.63 0.63 0.69 0.46 DN20 x 20 x 15 (302) (30,2) (31,8) (16,0) (160) (17,5) (0,21) 86235 3/4 x 3/4 x 1 1.44 1.44 1.38 0.88 0.88 0.69 0.68 86755 DN20 x 20 x 25 (36,6) (36,6) (35,1) (22,4) (22,4) (17,5) (0,31) I x 1/2 x 1 1.50 1.38 1.50 0.81 0.81 0.81 0.70 DN25 x 15 x 25 (38,1) (35,1 (38,1) (20.6) (20,6) 86236) (20,6) (0,32) 1 x 3/4 x 1/2 1.25 1.19 1.38 0.56 0.63 0.81 0.63 DN25 x 20 x 15 (31,8) (30,2) (35,1) (14,2) (16,0) (20,6) (0,28) 86756 1 x3/4x3/4 1.38 1.31 1.44 0.69 0.75 0.88 0.68 86757 DN25x20x20 (35,1) (33,3) (36,6) (17,5) (19,0) (22,4) (0,31) 1 x 3/4 x 1 1.50 1.44 1.50 0.81 0.88 0.81 0.77 DN25 x 20 x 25 (38,1) (36,6) (38,1) (20.6) (22,4) (20,6) (0,35) 86237 1 x 1 x 1/2 1.25 1.25 1.38 0.56 0.56 0.81 0.66 DN25 x 25 x 15 (31,8) (31.8) (35,1) (14,3) (14,3) (20,6) (0,30) 86238 1 x 1 x 3/4 1.38 1.38 1.44 0.69 0.69 0.88 0.73 86239 DN25 x 25 x 20 (35,1) (35,1) (36,6) (17,5) (17,5) (22,4) (0,33) 1 x I x 1-1/4 1.69 1.69 1.56 1.00 1.00 0.88 0.97 86240 DN25 x 25 x 32 (42,9) (42,9) (39,6) (25,4) (25,4) (22,4) (0,44) 1 x x 1-1/2 1.81 1.81 1.63 1.13 1.13 0.88 1.14 86241 DN25x25x40 (46,0) (46,0) (41,4) (28,6) (28,6) (22,4) (0,52) 1-1/4 x 1 x 1/2 1.94 1.25 1.56 0.63 0.56 1.00 0.81 86242 DN32 x 25 x 15 (49,2) (31,8) (39,6) (15,9) (14,3) (25,4) (037) 1-1/4 x 1 x 3/4 1.44 1.38 1.62 0.75 0.69 1.06 0.90 86243 DN32 x 25 x 20 (36,6) (35,1) (41,2) (19,0) (17,5) (27,0) (0,41) 1-1/4 x 1 x 1.56 1.50 1.69 0.88 0.81 1.00 1.03 86244 DN32 x 25 x 25 (39,6) (38,1) (42,9) (22,4) (20,6) (25,4) (0,47) 1-1/4 x x 1-1/4 1.75 1.69 1.75 1.06 1.00 1.06 1.10 86245 DN32 x 25 x 32 (44,4) (42,9) (44,4) (27,0) (25,4) (27.0) (0,50) 1-1/4 x x 1-1/2 1.88 1.81 1.81 1.19 1.13 1.06 1.43 86246 DN32 x 25 x 40 (47,6) (46,0) (46,0) (30,1) (28,6) (27,0) (0,65) 1-1/4 x 1-1/4 x 1/2 1.38 1.38 1.56 0.69 0.69 1.00 0.87 86247 DN32 x 32 x 15 (35,1) (35,1) (39,6) (17,5) (17,5) (25,4) (0,39) 1-1/4 x 1-1/4 x 3/4 1.44 1.44 1.63 0.75 0.75 1.06 0.96 DN32 x 32 x 20 (36,6) (36,6) (41,4) (19,0) (19,0) (27,0) (0,43) 86248 1-1/4 x 1-1/4 x 1.56 1.56 1.69 0.88 0.88 1.00 1.10 86249 DN32 x 32 x 25 (39,6) (39,6) (42,9) (22,4) (22,4) (25,4) (0,50) 1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.81 1.81 1.81 1.06 1.50 86250 DN32 x 32 x 40 (47,6) (47,6) (46,0) (46,0) (46,0) (27,0) (0168) 1-1/4 x 1-1/4 x 2 2.13 2.13 2.00 1.44 1.44 1.13 2.00 86251 DN32 x 32 x 50 (54,1) (54,1) (50.8) (36,6) (36,6) (28,6) (0,91) 1-1/2 x x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 0.97 86252 DN40 x 25 x 15 (36,6) (33,3) (42,9) (17,5) (15,9) (28.6) (0,44) 1-1/2 x 1 x 3/4 1.50 1.38 1.75 0.75 0.69 1.19 1.14 86253 DN40x25x20 (38,1) (35,1) (44,4) (19,0) (17,5) (30,2) (0,52) 1-1/2 x x 1.63 1.50 1.81 0.88 0.81 1.13 1.14 86254 DN40x25x25 (41,4) (38,1) (46,0) (22,4) (20,6) 1-1/2x1x1-1/2 1.94 1.81 1.94 1.19 1.13 1.19 1.52 86255 DN40 x 25 x 40 (49,3) (46,0) (49,2) (30,2) (28,6) (30,2) (0,69) TABLE 5(1 0F2) NOMINAL DIMENSIONS FIGURE 815 Page 7 of 10 TFPI7IO FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 C D E F Approx. ANSI Inches Weight Part Inches s Inches Inches Inches Inches DN (mm) (mm) (mm) (mm) (mm) Lbs. Number _ (kg) 1-1/2 x 1-1/4 x 1/2 1.44 1.69 0.69 0.63 1.13 1.0386257 DN4O x 32 x 15 (36,6) AV36 (42,9) (17,5) (16,0) (28,7) x 1-1/4 x 3/4 1.50 (0,47) 1-1/2 1.75 0.75 0.75 1.19 1.1086258 DN4Ox32x20 (381)) (44,5) (19,0) (19,0) (30,1) x 1-1/4 xl 1.63 (0,50) 1-1/2 1.81 0.88 0.88 1.13 1.31 DN40x32x25 (41,4) (46,0) (22,4) (22,4) (28,7) 86259 x 1-1/4 x 2 2.19 (0.59) 1-1/2 2.00 1.44 1.44 1.25 1.94 DN4O x 32 x 50 (55,6) , (50,8) (36,6) (36,6) (57,1) (0,88) 86260 1-1/2x1-1/2x1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 DN40 x 40 x 15 (42,9) (17,5) (17,5) (28,7) (0,52) 86261 1-1/2 x 1-1/2 x 3/4 1.50 1.75 0.75 0.75 1.19 1.23 DN40x40x20 (38,1) (44,4) (19,0) (19,0) (30,1) (0,56) 86262 1-1/2 x 1-1/2 xl (36,6)p(36.6) 1.63 1.81 0.88 0.88 1.13 138 DN40x40x25 (41,2) (46,0) (22,4) (22,4) (28,7) 86263 x 1-1/2 x 1-1/4 1.81 (0,62) 1-1/2 1.88 1.06 1.06 1.19 1.50 86264 DN4O x 40 x 32 (46,0) , (47,6) (27,0) (27,0) (30,1) (0,68) 1-1/2 x 1-1/2 x 2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86265 DN40x40x50 (55,5) (55,5) (50,8) (36,6) (36,6) (31,7) (0,91) 2 x x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 86266 DN50 x 25 x 50 (57,2) (50,8) (57,2) (38,1) (33,3) (38,1) (0,99) 2 x 1-1/4 x 2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 DN50x32x50 (57,2) (54,1) (57,2) (38,1) (36,6) (3811) (1,05) 86267 2 x 1-1/2 x 1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 DN50 x 40 x 15 (38,1) (36,6) (47,8) (19,0) (17,5) (33,3) (0,68) 2x1-1/2x3/4 1.63 1.50 1.94 0.88. 0.75 1.38 1.61 86269 DN50x40x20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 2 x 1-1/2 x 1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 DN50x40x25 (44,5) (41,4) (50,8) (25,4) (22,4) (33,3) (0,75) 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 DN50 x 40 x 40 (52,4) (49,2) (55,5) (33,3) (30,2) (36.6) (0,92) __ 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 86273 DN50x40x50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 DN50 x 50 x 1 (47,8) (19,0) (19,0) (33,3) (0,68) 86222 2 x 2 x 3/4 1.63 1.94 0.88 0.88 1.38 1.67 86223 DNSO x 50x 20 (41,4) (49,3) (22,4) (22,4) (35,0) (0,76) 2 x 2 x 1 (38,1)p (444,5) 1.75 2.00 1.00 1.00 1.31 1.91 86224 DNSO x 50 x 25 (44,5) (50,8) (25,4) (25,4) (33,3) (0,86) 2 x 2 x 1-1/4 1.88 2.13 1.13 1.13 1.44 2.05 86225 DNSO x 50 x 32 (47,8), (54,1) (28,7) (28,7) (36,6) (0,93) 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 86226 DN50x50x40 (50,8) (50.8) (55,6) (31,8) (31,8) (38,1) (0,96) 2 x 2 x 2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 DN50x50x65 (66,8) (66,8) (60,5) (44,5) (47,8) (36,6) (1,66) 2-1/2 x 2 x 3/4 1.75 1.63 2.31 0.63 0.88 1.75 2.22 86274 DN65x50x20 (44,5) (41,4) (58,7) (15,9) (22,4) (44,5) (1,01) TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 Page 8 of 10 TFPI7IO me Le-wrowr-ja l ~ —05~ 1 LNEE FIGURE 820 CAP FIGURE 830 BRASS SEAT UNION FIGURE 719 PLUG Nominal Pipe Size Figure 820 Figure 830 Figure 719 ANSI A Approx. A B Approx. A Approx. Inches Inches Weight Part Inches Inches Weight Part Inches . Weight Part DN (mm) Lbs. Number (mm) (mm) Lbs. Number. (mm) Lbs. Number (kg) (kg) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 0.94 0.10 86292 DN15 (22,4) (0,06) (47,8) (20,6) (0,21) (23,9) (0,04) 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 DN20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08) 1 1.18 0.33 72824 2.19 0.81 1.08 86276 1.25 0.28 86294 DN25 (30,0) (0,15) (55,6) (20,6) (0,49) (31,7) (0,13) 1-1/4 1.31 0.54 72756 2.50 1.06 1.54 86277 1.38 0.50 86295 0N32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23) 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 DN40 (35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (032) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 DN56 (38,1) (0,43) (79,5) (41,4) (1,43) (38,1) (0,41) 2-1/2 1.75 1.80 72825 - - - - - - - DN65 (44,5) (0,82) TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719. S S TFPI7IO Page 9 of 10 BEMI FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling A Approx. A Approx. A B Approx. ANSI Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part DN (mm) Lbs. Number (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) (kg) 1/2x1/2 1.50 0.20 - - - - - - - DN15 x 15 (38,1) (0,09) 72751 1/2 x 1/2 2.00 0.27 72980 - - - - - - - DN15 x 15 (50,8) (0,12) 3/4x3/4 1.50 0.22 72981 - - - - - - - DN20 x 20 (38,1) (0,10) 3/4 x 3/4 2.00 0.31 73982 - - - - - - - DN20 x 20 (50,8) (0,14) 3/4 x 1/2 1.75 0.69 0.38 DN20 x 15 - - - - - - (43,2) (17,5) (0,17) 86772 1 x 1/2 1.06 0.22 72726 1.69 0.50 0.38 86228 DN25 x 15 - - - (26,9) (0,10) (42,9) (12,7) (0,17) 1 x3/4 1.06 0.18 72762 1.75 0.50 0.53 86229 DN25x20 - - - (26,9) (0,08) (43,2) (12,7) (0,24) 1-1/4x1 1.19 0.31 72763 - - - - DN32 x 25 - - - (30,2) (0,14) 1-1/2 x 1.25 0.53 DN40x25 - - - (31,7) (0,24) 1-1/2x1-1/4 1.25 0.35 72764 - - - - DN40x32 - - - (31,7) (0,10) 2x1 1.38 0.75 72759 - - - - DN50 x 25 - - - (35,1) (0134) 2 x 1-1/4 S 1.38 0.69 72761 - - - - DN50 x 32 - - - (35,1) (0131) 2x1-1/2 1.38 0.62 p72775 - - - - DN50x40 - - - (35,1) (0,28) TABLE 7 NOMINAL DIMENSIONS FIGURE 825,827 & 816 S Page 10 of 10 CALIFORNIA TEES Nominal Pipe California Tees Size ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Lbs. Part ON (mm) (mm) (mm) (mm) Number (kg) 1 x 1/2 x 1 1.50 0.88 3.00 0.75 0.95 42000 DN25 x 15 x 25 (38,1) 1 (22,4) 1 (76,2) 1 (19,1) (0,43) 1 x 1 x 1 1.50 0.75 3.00 0.75 0.95 42001 DN25 x 25 x 25 (38,1) (19,1) (76,2) (19,1) (0,43) TABLE 8 NOMINAL DIMENSIONS CALIFORNIA TEES STREET ELBOWS Nominal Pipe Street Elbows Size ANSI A B C Approx. Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) Lbs. Number (kg) 1 x 1/2 1.50 0.75 3.00 0.70 42003 DN25 x15 (38,1) (19,1) (76,2) (0,32) 1 x 1 1.50 0.75 3.00 0.90 42002 DN25 x 25 (38,1) (19,1) (76,2) (0,40) TABLE 9 NOMINAL DIMENSIONS STREET ELBOWS © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 TFPI7IO STYLE 75 Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "EHP" or "P gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade "EHP" or "T" gaskets. Contact Victaulic for further details. Exaggerated for clarity . MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade 'E' EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade °T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/-i-66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. S * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. NOTE: Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2011 vicrAuLic COMPANY. ALL RIGHTS RESERVED. REVM %tauIicr 06.05_i S CARBON STEEL PIPE - GROOVED COUPLINGS 06.05 Flexible Coupling STYLE 75 DIMENSIONS Actual Outside Diamet r Inches 1 1.315 500 Inches 680 0-0.06 Per Pipe cpIg. In./Ft. 2 -43' 057 2 - 3/ x2 1.3 25 33.4 3450 3025 0-1.6 48 61 108 45 0.6 1¼ 1.660 500 1080 0-0.06 0.45 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 - 2 10' 38 - ax 2 3/ 2 68 117 2.38 4.27 1.77F 1.7 45 0.6 1½ 1.900 500 1420 0-0.06 , 1 - 56 0.40 2 - ¼ x 2 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0- 1.6 74 122 45 0.6 2 2375 500 2215 0-006 , 1 - 31 0.32 2 - ¼ x 2 3.43 5.22 1.88 50 60.3 3450 9860 0-1.6 26 87 133 1 48 0.8 21/2 2.875 500 3245 0-0.06 1 - 15 0.26 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0-1.6 22 98 144 48 0.9 76.1 mm 3.000 500 3535 0-0.06 P -12' 0.26 2 - 3/8 x 2 4.00 5.90 1.88 1.9 76.1 3450 15730 0-1.6 22 102 150 48 0.9 3 3.500 500 4800 0-0 ' 06 , 1 -2 0.22 2-/2x2N 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0-1.6 18 114 178 48 1.3 3½ 4.000 500 6300 0 - 0.06 , 0 -54 0.19 2-½x2'3 5.00 7.50 1.88 2.9 90 101.6 3450 28035 0-1.6 16 ' 127 191 48 1.3 4 4.500 500 7950 0-0.13 , 1 -36 0.34 2- /2 x 2~ . 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0-3.2 28 204 54 1.9 108.0mm 4.250 450 6380 0-0.13 1 -41, 0.35 2-12x70.0 5.55 7.79 2.13 3.7 108.0 3100 28395 0-3.2 29 141 198 54 1.7 4½ 5.000 450 8820 0-0.13 1 -26, 0.25 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0-3.2 21 2 - ¼ x 3¼156 240 54 2.5 5 5.563 450 10935 0-0.13 0.27 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 P -18' 23 2 _5/ x 3 175 256 54 . 2.6 3.Oeirn 5.250 450 9735 0-0. , 1 -21 0.28 2- 16x82.5 6.55 9.37 2.13 6.0 133.0 3100 43325 0-3.2 24 166 238 54 2.7 1397mm 5.500 450 10665 0-0.13 1. -18' 0.28 2 _5/ x 3 V4 6.80 9.59 2.13 6.3 139.7 3100 47460 0-3.2 24 173 244 54 2.9 1524mm 6.000 450 12735 0-0.13 -12' 0.21 2 - 5/a x 3 V4 7.38 10.48 1.88 6.2 152.4 3100 56670 0-3.2 18 187 266 48 2.8 6 6.625 450 15525 0-0.13 , 1 0.23 2-/ax 3 8.00 11.07 2.13 7.0 150 168.3 3100 69085 0-3.2 18 203 281 54 3.2 1590 mm 6.250 450 13800 0-0.13 , 0.24 1 2- 6x82.5 7.63 10.49 2.13 6.8 159.0 3100 61405 0-3.2 20 194 266 54 3.1 8 8.625 450 26280 -0.13 0 -so' 0.18 2-1' x4Y 10.34 13.97 2.32 12.4 200 219.1 3100 116945 0-3.2 14 263 355 59 5.6 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for IK -31/2/20-90 mm; 25% for 47100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. gal is p i II www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.05_2. A-c-t a _U1 ii d REV_M Flexible Coupling STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. 7 For complete contact information, visit www.victaulic.com 06.05 1470 REV M UPDATED 2/2011 vlcrAuuc IS A REGISTERED TRADEMARK OF VICFAULIC COMPANY. 02011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.05 \4taulict S FireLock EZTM Rigid Coupling jylI1r .ii __ t7 Ithw: § 761 mm - 16Bar l6Bar - 232 psi 232 psi § 155-4,76.1mm l6Bar 168ar 32-100 232ps1 232 psi - - 1¼ - 1613ar 20.7 Bar 32 232psi 300 psi 1½ - - lôBar 20.7 Bar 40 232psi 300ps1 2 - - 168ar 20.7 Bar 1040 50 232psi 300 psi 3 - - 1613ar 20.7 Bar 232 psi 300 psi 4 - - tôBar 20.7 Bar 100 232p5i 300 psi STYLE 009V LISTINGS/APPROVALS t* L.] STYLE 009 (UL, FM) _________________ STYLE 009V (UL, FM, VdS, LPCB) EQUAL I The FireLock EZ Style 009 and Style 009V couplings are rigid, installation-ready couplings for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consis- tent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009 and Style 009V couplings are recommended for use ONLY on fire protection systems. ENTED STYLE 009 LISTINGS/APPROVALS t* The information provided below is basedon the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest.listings and approvals. Pipe I M Pressure I l CM I I ea fl In= 11 a IIiJ IPressure 1 5 1¼-2 175 175 i 175 EZT 1'4-2 300 300 300 MT 1¼-2 300 300 300 10,40 I¼-4 300 300300 FF 4 300 300 300 MLT 1¼2;3OO 300 8LT OF 14-2 16-4 300 300 300 300 300 FLF FLT 1¼-4 14-2 N/A N/A N/A N/A 300 300 ST STF 14-2 1¼-4 N/A rN/A N/A N/A 300 —300- 300 DT 1,6-2 300 300 300 FIlL 155-2 N/A N/A 300 IF 24-4 N/A N/A 300 EF 1¼-4 175 175 175 GL 155-2 300 300 300 WLS 1'A-2 300 300 300 EL I Y4 -2 300 300] 300 G5 -2 175 175 175 WST i A -2 175 175 175 cr40 1 ¼ - 2 3-4 300 300 300 300 300 300 G7 MF 1 ¼ - 2 1 ¼ - 4 300 300 300 300 300 XL 1 ¼ -2 300 300 300 EZF 300 Listed/Approved for wet and dry pipe systems C> -40F/-40'C). For rigid pipe connections in systems operating below O'F/-18'C Victaulic recommends Style 005 FireLock rigid couplings with Grade L silicone gaskets. Please refer to the Victaulic Field Installation Handbook (1-100) for details concerning when supplemental lubrication is required. § Style 009V couplings are VdS and LPC approved to 16Bar/232 psi for wet and dry fire protection systems. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect . Para Location Approved Date www.victaulic.com - - vIcTAuLIc Is A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 27 VICTAUUC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. uctaulic REV_H 10.60_1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.60 FireLock EZTM Rigid Coupling STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) STYLE 009 DIMENSIONS 7 M STYLE 009 PRE-ASSEMBLED (STAB IN CONDITION) Y 7 Z. STYLE 009 JOINT ASSEMBLED +Max. F YT 1¼ 1.660 300 649 0.10 2 - /8 x 2 3.13 I 2.86 4.83 1.93 1.5 32 42.4 2068 2888 2.54 80 125 73 123 49 0.7 1/2 1.900 300 851 0.10 - 2 3/ 2 3.38 5.16 1 3.11 5.07 1.86 1.7 40 48.3 2068 3787 2.54 86 131 79 3.59 129 47 5.68 1.86 0.8 1.9 2 2.375 300 1329 0.12 2 3/ 2' 3.88 5.81 50 60.3 2068 5914 3.05 - 8 X " 99 148 91 144 47 0.9 2½ 2.875 300 1948 0. - 12 2 2 ' 4.38 6.21 4.08 6.10 1.87 2.0 65 73.0 2068 8668 3.05 111 158 . 104 155 48 0.9 3 3.500 300 2886 0.12 2-/ x 2½ 5.06 6.68 4.73 6.43 1.90 4.3 80 88.9 2068 12842 3.05 129 170 120 163 48 2.0 4 1 4.500 300 1 4771 1 0.17 8 2 - 3/ X 2½ 6.46 8.64 6.00 8.34 2.10 2.3 100 114.3 2068 21230 4.32 164 220 152 212 53 1.0 @ t Refer to notes below. size Press. End Load No. - Size *2ZW Sep. t i- ___ Dirriensions - Inches/mm WgI. Ea. Ln 7FF7q7 F2 - M= in 1¼ 1.660 300 649 0.10 2 - Mb x 57 3.14 4.84 2.85 4.65 1.91 1.6 32 42.4 2068 2888 2.54 80 123 72 118 49 0.7 1½ 1.900 300 851 0.10 2 - Mb < 7 3.34 5.06 3.13 4.85 1.92 1.7 40 48.3 2068 3787 2.54 85 129 80 123 49 0.8 2 2.375 300 1329 0.12 - 2 MlO 64 3.91 5.66 3.61 J 5.47 1.94 2.1 50 60.3 2068 5914 3.05 99 144 92 139 49 0.9 76.1 mm 3.000 300 1948 0.12 2 - M10 x 64 4.57 6.46 4.17 6.18 1.96 2.3 76.1 2068 8668 3.05 116 164 106 157 50 1.1 3 3.500 300 2886 0.12 - x64 2 M10 i515 7.12 4.73 6.67 1.94 2.6 80 88.9 2068 12842 3.05 131 181 120 169 49 1.2 4 4.500 300 4771 0.17 - ' 2 M10 6 6.39 8.74 6.05 8.46 2.11 4.6 100 114.3 2068 21230 4.32 162 222 154 215 54 2.1 * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See pages 3 and 4 of thisdocument for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 limes the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. STYLE 009V DIMENSIONS STYLE 009 PRE-ASSEMBLED (STAB IN CONDITION) STYLE 009 JOINT ASSEMBLED www.victaulic.com . - VICTAULIC IS A REGISTERED TRADEMARK OF vlcrAuuc COMPANY. © 27 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. ctauI -tau-lid 10.60_2 . REV_H IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.60 FireLock EZTM Rigid STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) Coupling MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America) Red enamel (Europe) Optional Coatings: Hot dipped galvanized Gasket: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A449 and physical requirements of ASTM A-183. S www.victaulic.com 'JtauIic vIcTAuLIc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 vrcTAuuc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REVH . 10.60_3 ' FireLock EZTM Rigid Coupling STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POF format on our website at www.victaulic.com. S WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Ill III 11011111111111111111111111111 I WCAS-78KHHG For complete contact information, visit www.victaulic.com 10.60 3999 REV H UPDATED 1112007 . . ictaulic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.60 FireLock® Fittings OR EQUAL I FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date__________________________________ www.victaulic.com - vlclAuuc S A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 ITALIC COMPANY. ALL RIGHTS RESERVED. ictaulic REV .1 10.03...1 S IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings DIMENSIONS I C to E to E NO. 001 10.03 M- C1 C itto NO. 003 NO. 002 NO. 006 No. 90* Nominal Actual 001 Elbow N 45! Elbow 003 No. Straight 002 Tee 11!si•I. tside Diameter Inches Inches Inches mm mra m Lbs. kg Inches ram Lbs. Inches nim Lbs. kg Thickness "T' mm mm 03 32 42.4 - , - - - - 21 0.1 1 ½ 1.900 - - - - - - 0.82 0.4 40 48.3 - - - - - - 21 0.2 1.7 2.00 1.8 2.75 2.4 0.88 0.6 2 2.375 ' 2.75 50 60.3 70 j 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1 1.0 76 1.6 22 0.5 76.1mm 3.000 3.00 3.30 2.25 2.4 761 76 1.5 57 1.1 - - - - 3.500 3.38 4.0 2.50 - 3.1 3.38 5.3 0.88 1,2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 "' 108 4.250 4.00 4.500 - 4.00 5.7 3.00 5.1 . 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 . 1.1 5 5.563 4.88 1 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 I 5.7 . 83 3.8 124 7.1 25 1.9 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 . 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 1 29 5.8 www.victaulic.com \JtaUIiC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.032 REV-1 S Size Frictional Equivalent Feet/meters Resistance of Straight Pipe t 3.7 1.5 1¼ 1.660 15 0.8 32 - 42.4 0.5 0.2 1.1 0.5 1½ 1.900 1 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 j 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2.875 4.3 10.8 4.3 2½ 2.2 65 73.0 1.3 0.7 3.3 1.3 761 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 - 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 . 4.0 1.5 08mm 4.250 6.4 3.2 15.3 6.4 108.0 j 2.0 0.9 4.7 2.0 4 4.500 I 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5.563 8.5 5 4.2 21.0. 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 FLOW DATA S IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com . . ./1 tauIic VICTAULIC IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. C 2010 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. REV, 10.03_3 FireLock® Fittings GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009V/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing.the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the currentPrice List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. S For complete contact information, visit www.victaulic.com 10.03 1539 REV I UPDATED 2/2010 . ictaulic vIcTAuLIc IS REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2010 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. 10.03 September 5, 2008 0 30a EASYPAC COMMERCIAL RISER MANIFOLD ASSEMBLIES (DN32 - DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com DESCRIPTION FR-EQUAL I Viking EasyPac Commercial Riser Manifold Assemblies are available in sizes 1-1/4", 1-1/2", 2", 2-1/2", 3", 4", 6" and 8" for commercial systems. They are available with anAGF TESTanDRAIN valve, and/or pressure relief valve (PRy) to meet NFPA 13 requirements for gridded systems and any system requiring a pressure relief valve. This configuration eliminates the need to drain the system before installing the relief valve, while a built in test port allows hydrostatic testing without draining the system. EasyPac Commercial Assemblies are designed with all required equipment and standard components that can be replaced in the field, including pressure gauges, Potter flow switches, 3-way gauge control valve and appropriate drain valve. All assemblies are available in grooved inlet and outlet connections 1-1/4-8" using Schedule 10 steel pipe. The 1-1/4" to 2" assemblies are also available with male NPT threaded inlets and outlets, or threaded inlets x grooved outlets using Schedule 40 steel pipe. LISTINGS AND APPROVALS Pressure Gauges: UL Listed, FM Approved Waterflow Alarm Switch: UL Listed - Category USQT, cUL Listed, FM Approved - Waterflow Detectors, Vane Type, CSFM Listed Ball Valve: UL Listed, FM Approved AGF TestanDrain Model 1000: UL Listed - Category VEHZ, FM Approved - Sprinkler System Alarm Testers AGF TestanDrain Model 1011 with Pressure Relief Valve: UL Listed - Category VEHZ, FM Approved - Sprinkler System Alarm Testers Viking Technical Data may be found on Specifications and Material Standards: The Viking Corporation's Web site at Available since 2007 http://www.vikinggroupinc.com. Pressure Rating: 250 PSI (17.2 bar) maximum water working pressure. The Web site may include a more recent Fabricated steel pipe. edition f this Technical Data Available in grooved inlet and outlet connections 1-1/4" to 8" using Schedule 10 steel pipe. 1-1/4", 1-1/2", and 2" assemblies are also available with male NPT threaded inlet and outlet, or threaded inlet x grooved outlet using Schedule 40 steel pipe. Riser bodies coated with black Ecoat. Flow Switch: Two single-pole double-throw switches with Form C contacts rated at 15 Amps 125/250 V. AC, 2.5 Amp 0-30 V. DC. Each switch can be wired for open or closed circuit operation. See Figure 1. Ordering Information: (Also refer to the current Viking price list.) There are three different options are available for the commercial line: Commercial EasyPac Assemblies with Ball Valve (See figure 2) S Commercial EasyPac Assemblies with TESTanDRAIN Valve (See figure 3) Commercial EasyPac Assemblies with TESTanDRAIN and Pressure Relief Valve (PRV) (See figure 4) See Table 1 for Part Numbers. 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Note: EasyPac Commercial Riser Manifold Assemblies can be installed horizontally with flow switch on top, or vertically with flow upward. 5. OPERATING INSTRUCTIONS To Test: Turn valve handle counterclockwise from "Off' to "Test". The handle will stop automatically. After test is completed, return handle to "Off'. To Drain: Turn handle counterclockwise from "Off' to "Test". The handle will stop automatically. Depress "Push" button and turn handle to "Drain". When system is empty, return handle clockwise to "Off' position. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking EasyPac Riser Assemblies are available through a network of domestic and international distributors. See The Viking Cor- poration web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_102307 Replaces page 30 a-f dated July 11, 2008. (Changed to 1" drain on the 2" assemblies and added instructions for Canada orders.) 3. TECHNICAL DATA 30b September 5, 2008 EASYPAC COMMERCIAL RISER MANIFOLD ASSEMBLIES (DN32 - DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com S S Table I -Commercial EasyPac Assemblies Pipe Size Inlet! Outlet Connections Option Pipe Size Viking Part Number Thread /Thread Ball Valve Schedule 40 15248 TESTanDRAlN 14871 TESTanDRAIN and PRV 14873 1-1/4" Groove / Groove Ball Valve Schedule 10 15249 TESTanDRAlN 14872 TESTanDRAlN and PRV 14874 Thread / Groove Ball Valve Schedule 40 15250 TESTanDRAIN 15251 TESTanDRAIN and PRV 15252 Thread / Thread Ball Valve Schedule 40 15253 TESTanDRAIN 14875 TESTanDRAIN and PRV 14877 1-1/2" Groove /Groove Ball Valve Schedule 10 15254 TESTanDRAIN 14876 TESTanDRAIN and PRV 14878 Thread I Groove Ball Valve Schedule 40 15255 TESTanDRAIN 15256 TESTanDRAIN and PRV 15257 Thread / Thread Ball Valve Schedule 40 14899 TESTanDRAIN 14935 TESTanDRAIN and PRV 14847 Groove IGroove Ball Valve Schedule 10 14848 TESTanDRAIN 14850 TESTanDRAIN and PRV 14851 Thread / Groove Ball Valve Schedule 40 15258 TESTanDRAIN 15259 TESTanDRAIN and PRV 15260 2-1/2" Groove / Groove Ball Valve Schedule 10 14852 TESTanDRAIN 14853 TESTanDRAIN and PRV 14854 Groove /Groove Ball Valve Schedule 10 14855 TESTanDRAIN 14856 TESTanDRAIN and PRV 14857 Groove/ Groove Ball Valve Schedule 10 14858 TESTanDRAIN 14859 TESTanDRAIN and PRV 14860 6" Groove/ Groove Ball Valve Schedule 10 14861 TESTanDRAIN 14862 TESTanDRAIN and PRV 14863 8" Groove /Groove Ball Valve Schedule 10 15264 TESTanDRAIN 15265 TESTanDRAIN Option: Includes a test orifice with size specified from 3/8" (K2.8) to 25K ESFR, depending on the smallest sprinkler installed on the system. Must add suffix to the part number for the desired orifice size. Orifice Suffix: 3/8" (K 2.8) B= 7/16" (K 4.2) C = 1/2" (K 5.6) D = 17/32" (K 8.0) E = K 11.2 ELO F = K14 ESFR G = K25 ESFR TESTanDRAIN with PRV Ootion: Includes test orifice and pressure relief valve. The test orifice must be specified based on the smallest sprinkler installed on the system for 3/8" (K2.8) to K25 ESFR*. The pressure relief valve is not factory assembled to the TestanDrain. Must add suffix to the part number for the desired orifice size and pressure setting of the pressure relief valve. Orifice Suffix: A= 3/8" (K 2.8) B= 7/16" (K 4.2) C = 1/2" (K 5.6) D = 17/32" (K 8.0) E = K 11.2 ELO F = K14 ESFR G = K25 ESFR PRV Suffix: 175 185 195 205 225 250 NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. - * ESFR TESTanDRAIN not available in TESTanDRAIN and PRV 15266 1-1/4", 1-1/2" or 2" Risers. NOTE: For Canada orders, add the suffix -CAN to the part number (includes tamper-proof cover on the flow switch). Table 2 - Pipe Diameters 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" 8" Pipe OD 1.660" (42 mm) 1.900" (48 mm) 2.375" (60 mm) 2.875" (73 mm) 3.5" (89 mm) 4.5" (114 mm) 6.625" (168 mm) 8.625" (219 mm) Schedule 10 Pipe ID 1.45" (36.6 mm) 1.69" (42.7 mm) 2.16" (54.8 mm) 2.64" (66.9 mm) 3.26" (82.8 mm) 4.26" (108.2 mm) 6.36" (161.5 mm) 8.249" (209.5 mm) Schedule 40 Pipe ID 1.38" (35.1 mm) 1.61" 1 (40.9 mm) 2.07" (52.5 mm) N/A I N/A N/A N/A N/A S September 5, 2008 30c EASYPAC COMMERCIAL FRISER MANIFOLD ASSEMBLIES N411UNG* 1. " " (DN32 - DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com BELL DR + S a~eN __ To uxitiary annunciator or control when required Figure 1 - Flow Switch with Two Single Pole, Double Throw Micro Switches WATER FLOW -'0'--' (D(I) a€D '-0,-- C 30d September 5, 2008 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com *I Figure 2 - Basic Commercial EasyPac Size A B C D E F G H 1-114" (DN32) VSR-S Flow Switch 1" NPT 16-112" 15" 1-1/2' 6-3/32" 6-11/32" 4-3/16" 8-9/16" (419) (381) (38) (155) (161) (107) (218) 1-1/2" (DN4O) VSR-S Flow Switch 1" NPT 16-1/2" 15" 1-1/2" 7-19/32" 6-15/16" 5-11/16" 10-1/16" (419) (381) (38) (193) (164) (144) (256) 2" (DN5O) VSR Flow Switch 1" NPT 14-1/2" 13" -15/32" 6-7/16" 5-51/64" 4-9/16" 8-59/64" (369) (330) (12)* (164) (148") (116) (227) 2-1/2" (DN65) VSR Flow Switch 1-1/4" NPT 14-1/2" 13" 5/8" . 6-11/16" 6-3/64" 5-1/4" 9-39/64" (369) (330) (16) (170) (154) (133) (244) 3" (DN80) 'VSR Flow Switch 1-1/4" NPT 14-1/2" 13" 5/8" 7" 6-23/64" 5-9/16" 9-59/64" (369) (330) (16) (178) (162) (141) (252) 4" (DNIOO) VSR Flow Switch 2" NPT 14-1/2" 13" -1-3/4" 7-1/2" 6-25/32" 7-3/4" 13-5/16" (369) (330) (-44)" (191) (173) (197) (338) 6" (DNI5O) VSR Flow Switch 2" NPT 14-1/2" 13" -1-3/4" 8-35/64" 7-53/64' 8-51/64" 14-23/64" (369) (330) (44)* (217) (199) (223) (365) 8" (DN200) VSR Flow Switch 2" NPT 14-3/4" 13" -1-3/4" 9-1/2" 8-3/4" 9-3/4" 15-1/2" (375) (330) (-44)" (243) (225) (249) (391) * Dimension E is negative because the ball valve extends below the end of the manifold body. S [TTANDRA1N September 5, 2008 30e EASYPAC COMMERCIAL A A A RISER MANIFOLD ASSEMBLIES (DN32 - DN200) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Figure 3 - Commercial EasyPac with TESTanDRAIN Size A B C 0 E F G H I 1-1/4" (DN32) VSR-S Flow Switch 1" NPT 16-1/2" 15" 5-1/8" 6-3/32" 6-11/32" 4-1/2" 9-3/32" (419) (381) (131) (155) (161) (114) (231) 1-1/2" (DN40) VSR-S Flow Switch 1" NPT 16-1/2" 15" 5-1/8" 7-19132 6-15/16" 4-3/4" 9-7/32" (419) (381) (131) (193) (164) (121) (234) 2" (DN50) VSR Flow Switch 1" NPT 14-1/2" 13" 3-1/16" 6-7/16" 5-51/64" 4-49/64" 9-35/64" (369) (330) (78) (164) (148") (121) (242) 2-1/2" (DN65) VSR Flow Switch 1-1/4" NPT 14-1/2" 13" 3-1/4" 6-11/16" 6-3/64" 6-1/4" 10-61/64" (369) (330) (83) (170) 1 (154) (159) (278) 3" (DNBO) VSR Flow Switch 1-1/4" NPT 14-1/2" 13" 3-1/4" 7" 6-23/64" 5-5/8" 11-17/64" (369) (330) 1 (83) (178) (162) (143) (286) 4" (DNIOO) VSR Flow Switch 2" NPT 14-1/2" 13" 2-5/8" 7-1/2" 6-25/32' 8-3/16" 16-3/8" (369) (330) (66) (191) (173) (208) (416) 6" (DNI50) VSR Flow Switch 2" NPT 14-1/2" 13" 2-5/8" 8-35/64" 7-53/64" 9-15/64" 17-27/64" __________________ ___________ (369) (330) (66) (217) (199) (235) (443) 8" (DN200) VSR Flow Switch 2" NPT 14-3/4" 13" 2-3/4" 9-1/2" 8-3/4" 10-1/4" 18-1/2" (375) (330) (70) (243) (225) (26 2) (468) 30f September 5, 2008 EASYPAC COMMERCIAL RISER MANIFOLD ASSEMBLIES (DN32 - DN200) The Viking Corporation, 210 N industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com S F H VZNG II. I El ) / WATER C FLOW (=1 TESTNDRAiNIJ D **NOTE: PRESSURE RELIEF VALVE KIT 6 IS SHIPPED LOOSE. A____\ \\ IT IS NOT FACTORY INSTALLED. --- __ I B -- G 5 Figure 4 - Commercial EasyPac with TESTanDRAIN and PRV Size A B C D E F G H I 1-1/4" (DN32) VSR-S Flow Switch 1" NPT 16-1/2" 15" 5-1/8" 6-3/32" 6-11/32" 4-1/2" 9-3/32" (419) (381) (131) (155) (161) (114) (231) 1-1/2" (DN40) VSR-S Flow Switch 1" NPT 16-1/2" 15" 5-1/8" 7-19/32" 6-15/16" 4-3/4" 9-7/32" (419) (381) (131) (193) (164) (121) (234) 2" (DN50) VSR Flow Switch 1" NPT 14-1/2" 13" 3-3/16" 6-7/16" 5-51/64" 5-13/64" 10-45/64" (369) (330) 1 (81) (164) 1 (148") (132) (272) 2-1/2" (DN65) VSR Flow Switch 1-1/4" NPT 14-1/2" 13" 3-1/4" 6-11/16" 6-3/64" 6-1/4" 10-61164" (369) (330) (83) (170) (154) (159) (278) 3" (DN80) VSR Flow Switch 1-1/4" NPT 14-1/2" 13" 3-1/4" ,, 7 (178) 6-23/64" 5-5/8" 11-17/64" (369) (330) (83) (162) (143) (286) 4" (DNIOO) VSR Flow Switch 2" NPT 14-1/2" 13" 2-5/8" 7-1/2" 6-25/32" 8-3/16" 16-3/8" (369) (330) 1 (66) (191) (173) (208) (416) 6" (DNI50) VSR Flow Switch 2" NPT 14-1/2" 13" 2-5/8" 8-35/64" 7-53/64" 9-15/64" 17-27/64" (369) (330) (66) (217) (199) (235) (443) 8" (DN200) VSR Flow Switch 2" NPT 14-3/4" 13" 2-3/4" 9-1/2" 8-3/4" 10-1/4" 18-1/2" (375) (330) (70) (243) (225) (262) (468) Form No. F_102307 Replaces page 30 a-f dated July 11, 2008. (Changed to 1" drain on the 2" assemblies and added instructions for Canada orders.) U Model 1O11A' TAN RA I N ctional Floor Control Test and for Systems Requiring Pressure Relief Valve APPROVED TEST rVSH U. IlIZ • Id MOO IRlI The AGF Manufacturing Inc. Model 101 1A TESTANDRAIN® matches all the features and benefits of our Model 1000 by providing both the test function and the express drain function in a multistory installation for a wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure Relief Valve with drainage piping. The Model 1011A complies with the requirements of NFPA-13 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse). The Model 1011 TESTANDRAIN® is a compact single handle ball valve which includes a tamper resistant . test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 3/4 to 2" NPT and BSPT, with all specifiable orifice sizes % (2.8K), 7A6" (4.2K), ½ (5.6K), 17/32" (8.0K), ¼ (11.2K, ELO), 3/4 (14.0K, ESFR), and K25 as required by NFPA 13, 2007 Edi- tion (see reverse). The included UL/FM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings are available and may be substituted. Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the dif- ficult problem of providing the relief valve with a convenient drainage-piping outlet. Shipped with relief valve and bypass drain ports plugged to expedite pressure testing the system. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent uninten- tional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and (1) stem washer are avail- able for all TESTANDRAIN® valves. Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for main- tenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. CS1011A 10/09 MODEL- 1011 -FRONT VIEW MODEL 1011 - PLAN VIEW MATERIALS Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Relief Valve: Bronze Bypass Fittings: Brass Bypass Tubing: Nylobraid APPROVALS UL and ULC Listed:(EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM C U S TAN N Model IOI1A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIJtactor Rated at 175 PSI with other settings available DIMENSIONS Orifice Size Available: /8", 7A6", ½", 17/32", ELO (%)*, ESFR (3/40)*, & Q5** SIZE A B C D E F G H ~" 79A& 11/2 23A&' 35/8 3/8" 113A6" 49A 6" 63 " /8 )191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 7A6 ' 11/2" 23/16' 3/8" 33/8" 113A6" 49A6" 6/s" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 1V4" 715A6" 111A6" 29/16 41/4 35/8 115A6' 59/16 51/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815/16" 113A6" 31/4 51/6" 3/8" 25/8' 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 815A6" 113/16 31/4. 51A6" 37/s" 25/8" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) 1 (127 mm) (99 mm) (67 mm) 1 (207 mm) (274 mm) * Available on 11/4" to 2' size units only ** Available on 1112' and 2" size units only THE MODEL 1011 PROVIDES ALL OF THE FOLLOWING... From the 2007 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interio sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream S of the waterilow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a gridded wet pipe system shall be provided with a relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve i ng S 1 AGF Manufacturing Inc. I 100 Quaker Lane, Malvern, PA 19355 I Phone: 610-240-4900 I Fax: 610-240-4906 www.testandrain.com Job Name: Architect: Engineer: Contractor: E - IRW'Sood" RIC IFireriser® Grooved Butterfly Valve UL, ULC Listed! FM Approved Specifications Working Pressure: 175 PSI(12.5 Bars) Max. Test Pressure: 350 PSI(25.0 Bars) Fig.No.:DG FM (01 (9 <~> LISTED APPROVED Max. Working Temp.: 250°F (120°C) Factory Installed UL Listed Double Tamper Switches Valve Approved For Indoor and Outdoor Use Primary Materials: S Component Material Body ASTM A-536 Nylon-il Coated Disc ASTM B-536 EPDM Encapsulated Upper&Lower Stems AISI 420-SS Worn Gear Shaft AISI 410-SS Housing ASTM A-536 Hand Wheel ASTM A-536 Flag indicator ASTM A-536 Shear Pin ASTM A-51 0 Segment Gear ASTM B-148 Housing Gasket EPDM GradeE 0-Rings (All) EPDM GradeE Dimensions(mm/inch): Sizeln/mm A B C D E F G H 2-I2"I65 4.1(106) 3.3(85) 3.7(94.6) 2.9(73.0) 5.3(135) 5.3(135) 4.9(125) 3"I80 4.4(112) 3.6(92) 3.8(96.4) 3.5(83.9) 5.6(142) 5.3(135) 4.9(125) - 4"I100 5.7(145) 4.34(108) 4.5(114.4) 4.6(116.2) 6.9(175) 5.3(135) 4.9(125) 6"/150 7.1(180) 5.7(146) 5.3(133.4) 6.6168.3) 8.3(210) 7.6(193) 8.9(225) 0.28(7.10) 8"I200 8.0(204) 6.7(170) 5.8(147.7) 8.6(219.1) 9.1 (232) 7.6(193) 8.9(225) 0.9(24.0) Fivall;68 and FireriserO are Registered Trade Marks Copyright Fivalco 2006 -17- Specifications Working Pressure: 300 PSI (21 Bars) Max. Test Pressure: 500 PSI (34.5 Bars) Max. Working Temp: 250°F (120°C) Primary Materials: Component Material Body Ductile iron conforming toASTMA-536 epoxy coated Color Red or black (optional) 2-5" type 304 or 302 stainless Clapper Steel to ASTMA-167 6"-8" ductile iron conforming to ASTMA-536, grade 65-45-12 Grade E EPDM Clapper Facing -40°F to 230°F (-40°C to 110°C) Service Temperature range Type 304 stainless steel to Seat Ring ASTMA-123 ASTMA-213 ASTMA-312 or ASTMA-269 Spring Type 302 stainless steel to ASTMA-313 Hinge Pin Type 304 or 302 stainless steel to ASTMA-580 Hinge Pin Bushings Sintered bronze to ASTMB-438 IFireriser® Grooved Check Valve Fig.No.:DCG FM e & <~> LISTED APPROVED Flow Date-Friction Los (Ft. Pipe) Valves Pipe C100 C120 Size OD Sch.10 Sch.30 Sch.40 Sch.10 Sch.30 Sch.40 In/mm In/mm Ft/rn Fflm Ft/rn Ft/rn Ft/rn Ft/rn 2 2.375 10 -- 8 14 -- 11 50 60.3 3.0 --- 2.4 4.3 ---- 3.4 2-1/2 2.875 14 -- 10 20 -- 15 65 73.0 4.3 --- 3.0 6.1 --- 4.6 3 3.500 17 -- 12 23 -- 17 80 88.9 5.2 --- 3.7 7.0 -- 5.5 4 4.500 17 13 23 -- 18 100 114.3 5.2 --- 4.0 7.0 -- 5.5 5 5.562 14 -- 11 20 --15 125 141.3 4.3 --- 3.4 6.1 --- 4.6 6 6.625 23 -- 19 33 -- 26 150 168.3 7.0 --- 5.8 10.1 --- 7.9 8 8.625 35 32 30 50 43 43 200 21.9 10.7 9.6 9.1 15.2 13.1 13.7 Dmens1o,'WëIiIjt 1 SPfIflD au3mrm (" Hinge Pin Plug f uf•n NPT 1/2° NPT Fivalco® and Fireriser® are Registered Trade Marks Copyright Fivalco 2006 -11- 7r thE r- .7P TiJfT El 4' lQihriser® Grooved Check Valve Grooved Check Valves,UL.ULC Listed/FM Approved Grooved End, Size: 2-1/2", 3", 4", 6" and 8" Fig.No:DCG 0 FM (9) <~> LISTED APPROVED WORKING PRESSURE 300P51/21 BARS The Check Valve is a compact, cost effective valve offering low pressure-drop, non-slam performance the Check valve assem- bly is lighter and fast to install, and costs less than flanged and wafer valve assemblies. In the fully-open position the clapper is held tightly against the valve body, out of the flow stream, to pro- vide maximum flow area and prevention of clapper flutter. The clapper design produces quick, non-slam closure before flow reversal can occur, while meeting FM requirements for an anti- water hammer valve rating. Each valve is hydrostatically tested for leak tightness to 500 PSI. The clapper-seat design permits . leak free sealing of back pressures in service conditions ranging from 300 PSI to as low as 5 P —' LII -----" . hL)JE •h Check Valve Nominal Pipe Nominal Dimensions Valve Size 00 A B C D E F G Weight In./DN() In./tntn ln./mm In./tnn In./mm ln.Zim in./mm 1n./mm //mm Lbs./kg. 2 2.375 6/4 21/8 016 114 4 /2 4I8 8.0 50 60.3 171 60 36 44 174 714 111 3.6 21/2 2.875 71/4 21/16 1I16 1 /4 313/15 3I 31/2 8.2 65 73.0 184 61 39 44 44 92 44 3.7 3 3.500 73/4 21/8 2 1 13/16 41/16 311/16 415/16 10.5 80 88.9 197 67 51 46 103 93 725 4.8 4 4.500 81/8 31/8 31/4 21/2 51/16 51/4 6 17.0 100 114.3 206 79 57 64 128 108 152 7.7 6 6.625 12I4 41/4 3 31/6 61/4 6/4 6 1/2 42.5 750 168.3 324 108 84 79 759 171 216 19.3 8 8.625 14 /8 5 '/16 5 '5/16 4 515/16 8 51/4 66.0 200 279.1 365 128 100 102 702 203 250 30.0 Fivalco® and Fireriser® are Registered Trade Marks Copyright Fivalco 2006 5p