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3137 TIGER RUN CT; BLDG D; AS160066; Permit
City of Carlsbad Sprinkler Permit Permit No: AS160066 Job Address: 3137 TIGER RUN CT Permit Type: SPRINK Parcel No: 2210140200 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 3/8/2016 Approved: 4/15/2016 Issued: 4/15/2016 Inspector: Project Title: PALOMAR FORUM PHASE 2 BLDG D: NEW OVERHEAD WET PIPE FIRE SPRINKLER SYSTEM Applicant: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 619-266-6035 Owner: PALOMAR MELROSE L L C C/O ARNEL DEVELOPMENT 949 S COAST DR #600 COSTA MESA CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 670 0 670 0 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Bldg D RCP Plan - ECLH 1 Design Remote Area Number: REMOTE AREA #6 Remote Area Location: BLDG D Occupancy Classification: Light Hazard Calculation Date: 4/7/2016 Density: 0.100g pm/ft2 Area of Application: 1500.00ft2 (Actual 1662.46ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 Type of System: LIGHT HAZARD Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: Allowance at Source 100.00 at Node: 3 Type: Hydrant 100.00 at Node: 3 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 413.62@55.546 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A ASI 60066 3137T1GERRUNCT 0 © ME.P.CAD Inc. 1AUtoSPRINK® 12 v12.0.47.0 REMOTE ARE. 4/7/201612:48:19PM Page 1 N/A Hydraulic Graph Job Name: Drawing2 N 1.85 Remote Area Number: REMOTE AREA #6 Date: 4/7/2016 150— - Water Supply 135 - Summary Sheet ____________ Node: I - _____ _______ _________ __________ ____________ ______________ 120--7-- ::Static Pressure 110.000 413.62 c 109.609 105- 90— 1000.00 84.000 60 41 3.62@ 55.546 45 System demand c 15 °800 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm iM© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0• 4/7/2016 12:48:21 PM Paqe 2 tmrnaOf:Outflowng Devices 1 Job Number: 1 Report Description: Liciht Hazard (REMOTE AREA #6 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 3 100.00 100.00 0 53.223 Sprinkler 600 34.96 21.17 8 19.093 Sprinkler 601 32.71 32.40 8 16.723 c Sprinkler 602 32.40 32.40 8 16.403 Sprinkler 603 32.66 25.20 8 16.664 Sprinkler 604 32.34 25.20 8 16.344 Sprinkler 605 32.63 25.20 8 16.641 Sprinkler 606 32.32 25.20 8 16.322 Sprinkler 607 54.03 30.43 11.5 22.074 Sprinkler 709 L 29.57 15.00 5.6 27.875 c' Most Demanding Sprinkler Data . © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 4/7/2016 12:48:22PM Page 3 Job Name: Drawing2 Remote Area Number: REMOTE AREA #6 Date: 4/7/2016 I Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. 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) Total Flow (Q) Actual ID Friction(P1) 602 21-1 8 32.40 1 (See Notes) 6-7% 120 16.403 •••• Route 1 Sprinkler, 3E(2'-O), 2T(5-O) 16-0 0.317676 -1.481 65 24'-6 32.40 1.0490 22'-7% 7.188 65 24-6 1% 17-0 120 22.109 0083551 64 246 3240 13800 1T-0 1.420 64 24'-6 32.71 11/4 (See Notes) 9'-O% 120 23.529 Flow (q) from Route 2 E(3 0) P0(60) 9-0 0303914 0.867 63 226 6511 13800 1801/2 5.482 63 22'-6 183.98 4 17-0 120 29.878 Flow (q) from Route 3 0014192 61 22'-6 24910 43100 17 0 0.241 61 22'-6 34.96 4 (See Notes) 28'10 120 30.119 Flow (q) from Route 7 E(10'-0), 1(20-0) 30-0 0.018094 60 22'-6 284.06 4.3100 58-10 1.065 60 22'-6 29.57+ 16.38 6 (See Notes) 123'0 120 31.184 Flow (q) from Route 9, Flow (q) from Route 9 and 2 T(37'-81/2), E(17'-7) 55-4 0003275 -0.000 6 22'-6 31362 63570 178-4 0584 6 22'-6 6 (See Notes) 26-9 120 31.768 E(17 7) 17-7 0003275 11.159 5 -T-3 31362 63570 0.142 5 -3'-3 8 (See Notes) 372'4 140 43.069 E(32'-8%), BFP(-12.000), 1(63-71/2) 96-4 0.000595 4 -3'-3 313.62 8.5100 468-8,/2 12.279 4 33 8 (See Notes) 189'-8 140 55.347 E(32--81/2) 32-8% 0000231 2 4-3 18797 85100 222 0.051 2 4-3 100.00 + 100 8 (See Notes) 290'4 140 55.399 Flow (q) from Route 10, Flow (q) from Route 10 and 3 Water Supply 0.000508 0.000 1 -3-3 287.97 8.5100 290-4 0.147 0.00 55.546 Hose Allowance At Source Total(Pt) Route 1 1 413.62 ,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.47.O REMOTE AREA #6 4/7/2016 12:48:24PM Page 4 Job Name: Drawing2 Renote Area Number: REMOTE AREA #6 Date: 4/7/2016 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 5i Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 601 21'-1 8 32.71 1 (See Notes) 6-7% 120 16.723 •••• Route 2•••• Sprinkler, 2E(2'-O), 3T(5'-O) 19-0 — 0.323412 -1.481 64 24-6 32.71 1.0490 F 25-71/2 8.288 23.529 Total(Pt) Route 2 606 21-1 8 32.32 1 (See Notes) 6-7% 120 16.322 ••••Route 3••••• Sprinkler, 3E(2 0) 2T(5 0) 16-0 0.316235 -1.481 71 24'-6 32.32 1.0490 22 7.155 71 24'-6 1/4 17'-0 120 21.996 0.083172 70 24'-6 32.32 1.3800 17-0 , 1.414 70 24'-6 32.63 11/4 (See Notes) 9'-O% 120 23.410 Flow (q) from Route 5 E(3 0) P0(6 0) 9-0 0.302536 0.867 69 22'-6 64.96 1.3800 18 0% 5.457 69 22-6 54.03 4 111-0 120 29.734 Flow (q) from Route 8 0003618 66 22'-6 11899 43100 11-0 0.040 66 22'-6 65.00 4 12'-11 120 29.774 Flow (q) from Route 4 0008102 63 22'-6 18398 43100 12-11 0.105 29.878 Total(Pt) Route 3 604 21'-1 8 32.34 1 (See Notes) 6'71/2 120 16.344 " Route 4 - Sprinkler, 3E(2 0) 2T(5 0) 16-0 0316632 -1.481 68 246 3234 10490 227% 7164 68 24'-6 .,, 17'-0 120 22.027 0.083276 67 24'-6 32.34 1.3800 17-0 1.416 67 24-6 32.66 11/4 (See Notes) 9'OYz 120 23.443 Flow (q) from Route 6 E(3' 0) P0(6-0) 9-0 0 302916 0.867 66 22'-6 65.00 1.3800 18'-01/2 5.464 29.774 Total(Pt) Route 4 605 21-1 8 32.63 1 (See Notes) 6-71/2 120 16.641 ••••' Route 5••• Sprinkler, 2E(2'-O), 3T(5'-O) 19-0 0.321945 -1.481 70 24'-6 32.63 1.0490 25-71/2 8.250 M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 REMOTE AREA #6 4/7/2016 12:48:24PM Page 5 Job Name: Drawing2 Ren?ote Area Number: REMOTE AREA #6 Date: 4/7/2016 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 (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev2 00) Total Flow Actual ID Total (Foot) ric Ftion(Pf) 23.410 Total(Pt) Route 5 603 21'-1 8 32.66 1 (See Notes) 6'7% 120 16.664 ••••• Route 6•.... Sprinkler, 2E(2'-O), 3T(5-0) 19-0 0.322350 -1.481 67 24-6 32.66 1.0490 25'71,4 8.261 23.443 Total(Pt) Route 6 600 21-1 8 34.96 1 (See Notes) 6'7Y2 120 19.093 •'• Route 7 Sprinkler, 3E(2 0) 2T(5 0) 16'-O 0.365589 -1.481 62 24'-6 34.96 1.0490 22 8.272 62 24-6 1Y4 (See Notes) 26'01A 120 25.883 E(3 0) P0(6-0) 9-0 0096152 0.867 61 22'-6 3496 1.3800 35 0½ 3 369 30.119 Total(Pt) Route 7 607 25-2 11.5 54.03 1 (See Notes) 0-8 120 22.074 ••••Route 8••••• Sprinkler, E(2-0) 2-0 0.818196 0.289 73 24'-6 54.03 1.0490 2-8 2.182 73 24'-6 11/4 (See Notes) 111 01/2 120 24.545 E(3 0) P0(6 0) 9-0 0215190 0.867 72 22'-6 = 5403 13800 200½ 4.312 72 22-6 4 12-0 120 29.724 0000840 69 22'-6 5403 43100 12'-0 0.010 29.734 Total(Pt) Route 8 709 26-2 5.6 29.57 1 (See Notes) 0-8 120 27.875 •••• Route 9 Sprinkler, E(2 0) 2-0 0268194 0.289 26 246 2957 10490 28 0.715 26 24-6 1y4 (See Notes) 128 120 28.879 2E(3 0) 6-0 0070537 -0.434 25 25-6 2957 13800 18 8 1318 25 25-6 21/2 (See Notes) 15'6% 120 29.763 P0(12-0) 12'-0 0.002661 24 25'-6 29.57 2.7050 2761/2 0.073 f, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #6 4/7/2016 12:48:24PM Page 6 Job Name: Drawing2 Remote Area Number: REMOTE AREA #6 Date: 4/7/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv.F 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 negativevalue. Fitting Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 24 25'-6 21/2 (See Notes) 3'-0 120 29.837 P0(12 0) 12'-0 0002661 1.301 23 22'-6 2957 27050 151-0 0.040 23 22'-6 4 (See Notes) 3'- 111/2 120 31.177 E(10-0) 101-0 0000275 22 22'-6 2957 43100 13 0004 22 22-6 6 (See Notes) 367 120 31.181 1(37 8%) 37-81/2 0000041 60 22'-6 2957 63570 0003 31.184 Total(Pt) Route 9 3 11-9 100.00 8 (See Notes) 150h/2 140 53.223 Route 10 Hydrant, E(32'-8/2), 1(63 7%) 96'-4 0000072 2.168 2 -T-3 10000 85100 111 0.008 55.399 Total(Pt) Route 10 8 (See Notes) 1716-111/2 140 55.347 "•• Route 11•••• 2E(32'-8/2), 2EE(16 4%) 98-2 0000110 0.000 1 -T-3 12565 85100 1815-1% 0.199 55.546 Total(Pt) Route 11 ,©M.E.P.CAD, Inc. 1AutoSPRINK®12v12.0.47.0 REMOTE AREA #6 4/7/2016 12:48:24PM Page 7 Job Name: Drawing2 Remote Area Number: REMOTE AREA #6 Date: 4/7/2016 Iquiva1ent Pipe Lnttis of Valves añd Eittiñs (C=12O oi) • [c ValueMultipliéi j ( \ Actual Inside Diameter 4.87 Factor ) Schedule 40 Steel Pipe Inside Diameter/ Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure 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 02.0.47.0 REMOTE AREA #6 4/7/2016 12:48:24PM Page 8 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Bldg D RCP Plan - ECLH 2 Design Remote Area Number: REMOTE AREA #7 Remote Area Location: BLDG D Occupancy Classification: Light Hazard Calculation Date: 4/7/2016 Density: 0. bOg pm/ft2 Area of Application: 1500.00ft2 (Actual 1626.93ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 9 Type of System: LIGHT HAZARD 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 100.00 at Node: 3 Type: Hydrant 100.00 at Node: 3 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 495.48 @58.208 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M M.E.P.CAD, Inc. 1AutoSPRlNK® 12 02.0.47.0 REMOTE ARE. 4/7/201612:52:30PM Page 1 N/A Hydraulic Graph Job Name: Drawing2 N 1.85 Remote Area Number: REMOTE AREA #7 Date: 4/7/2016 150 — Water Suppl Summary Sheet — - - 135 120— Static Pressure 110.000 495.48 109.454 105- 90 000.00 84.000 En 60-H f95.48 58.208 45 S stem demand curve 30 1111111! IIIIIIII 11111111 I I I I I I I I I I I I ____ ______ 0800 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm ,© M.E.P.CAD. Inc. i9 AutoSPRINK® 12 02.0.47.0 4/7/2016 12:52:32PM Paqe 2 - Ing De CeS Job Number: 1 [Sutnmary Of Outfc!w Reoort Descriotion: Liaht Hazard (REMOTE AREA #7 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) - Hydrant 3 10000 10000 0 55.829 Sprinkler 700 34.59 30.43 11.5 9.049 Sprinkler 701 30.43 30.43 11.5 7.000 Sprinkler 702 30.48 30.43 11.5 7.025 Sprinkler 703 45.97 30.43 11.5 15.981 Sprinkler 104 55.66 30.43 11.5 23.424 Sprinkler 705 43.55 30.43 11.5 14.341 Sprinkler 706 36.27 30.43 11.5 9.946 Sprinkler 707 36.33 30.43 11.5 9.980 Sprinkler 708 51.27 32.30 11.5 19.875 Sprinkler 709 30.93 15.00 5.6 30.513 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 4/7/2016 12:52:33PM Page 3 Job Name: Drawing2 Remote Area Number: REMOTE AREA #7 Date: 4/7/2016 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) FrictionPf LOSS Per Unit Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q' Actual ID (Foot) Friction(Pf) 701 25-2 11.5 30.43 1 (See Notes) 0-8 120 7.000 ••• Route I Sprinkler, T(5 0) 5-0 0282802 0.289 11 24'-6 3043 10490 6-8 1.603 11 24-6 30.48 1/4 9-2% 120 8.892 Flow (q) from Route 2 0268579 -0.000 10 24'-6 6091 13800 9-2% 2.479 10 24-6 34.59 1% (See Notes) 7'111/2 120 11.370 Flow (q) from Route 3 T(6-0) 6-0 0.617240 9 24-6 - 95.50 1.3800 13'111/2 8.603 9 24-6 45.97 11/4 (See Notes) 2'0 120 19.973 Flow (q) from Route 7 P0(6 0) 6-0 1276994 0.867 8 22'-6 14147 13800 8'-0 10.216 8 22'-6 171.81 4 (See Notes) 113'4 120 31.056 Flow (q) from Route 4 E(10'-O) 101-0 0.021688 0.000 7 22'-6 313.28 4.3100 _ 123-4 2.675 7 22-6 51.27 6 (See Notes) 28'41/2 120 33.731 Flow (q) from Route 8 T(37 8%) 37-8% 0.004326 -0.000 6 22'-6. 364.55 6.3570 66 1 0 286 6 22-6 30.93 6 (See Notes) 2'4 120 34.017 Flow (q) from Route 10 E(17 7) 17-7 0005029 -0.000 5 22'-6 39548 63570 19 0100 5 22'-6 6 (See Notes) 26-9 120 34.117 E(17 7) 17-7 0005029 11.159 31 -3'-3 39548 63570 0.218 31 4-3 8 (See Notes) 372'-4 140 45.494 E(32-8½), BFP(-12.000), 96'-4 0.000914 395.48 8.5100 468-8% 12.428 4 -3'-3 15.71 8 (See Notes) 189'8 140 57.922 Flow (q) from Route 3 E(32'-81/2) 32-81/2 0000370 2 3'-3 24262 85100 222 0.082 2 -3'-3 100.00 8 (See Notes) 290'4 140 58.004 Flow (q) from Route 11 Water Supply 0.000701 0.000 1 4-3 342.62 8.5100 290'-4 0.203 , © M.E.P.CAD, Inc.,.IS AutoSPRINK® 12 02.0.47.0 REMOTE AREA #7 4/7/2016 12:52:35PM Page 4 Job Name: Drawing2 Remote Area Number: REMOTE AREA #7 Date: 4/7/2016 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 Filling/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) 0.00 58.208 Hose Allowance At Source Total(Pt) Route 1 1 49548 702 25'-2 11.5 30.48 1 (See Notes) 0-8 120 7.025 ••... Route 2 ... Sprinkler, E(2 0) 2'-0 0283738 0.289 12 24'-6 3048 10490 2'-8 0.757 12 24'-6 11/4 11-0 120 8.071 0074625 0.000 11 24'-6 3048 13800 11-0 0.821 8.892 Total(Pt) Route 2 700 25-2 11.5 34.59 1 (See Notes) 0-8 120 9.049 •••. Route 3 Sprinkler, T(5 0) 50 0358616 0289 10 24'-6 3459 10490 6-8 2.032 11.370 Total(Pt) Route 3 706 25-2 11.5 36.27 1 (See Notes) 0-8 120 9.946 •••••Route4'••• Sprinkler, T(5 0) 6-0 0391359 0.289 18 24'-6 3627 10490 6-8 2.218 18 24'-6 36.33 11/4 14-3 120 12.452 Flow (q) from Route 5 0371662 -0.000 17 24'-6 7260 13800 14-3 5.288 17 24-6 43.55 11/4 (See Notes) 4'11 120 17.741 Flow (q) from Route 6 E(3 0) P0(6 0) ,9-0 0886556 0.867 16 22'-6 11615 13800 13-11 12.356 16 22-6 4 8-0 120 30.964 0003459 14 22'-6 11615 43100 8-0 0.028 14 22-6 55.66 4 9-0 120 30.992 Flow (q) from Route 9 0.007138 8 22'-6 171.81 4.3100 9-0 0.064 31.056 Total(Pt) Route 4 707 25-2 11.5 36.33 1 (See Notes) 0-8 120 .9.980 Route 5•• Sprinkler, E(2-0) 2-0 0.392626 0.289 19 24-6 36.33 1.0490 2-8 1.047 &© M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.47.0 REMOTE AREA #7 4/7/2016 12:52:35PM Page 5 Job Name: Drawing2 Remote Area Number: REMOTE AREA #7 Date: 4/7/2016 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 (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) r Total Flow Actual ID Total (Foot) Friction(Pf) 19 24-6 1% - 11-0 120 11.316 0.103263 -0.000 18 24'-6 36.33 1.3800 11-0 1.136 12.452 Total(Pt) Route 5 705 25-2 11.5 43.55 1 (See Notes) 0-8 120 14.341 •••• Route 6 Sprinkler T(5 0) 5-0 0.549025 0.289 17 24'-6 43.55 1.0490 5'-8 3.111 17.741 Total(Pt) Route 6 703 25-2 11.5 45.97 1 (See Notes) 0-8 120 15.981 '"Route7•'••• Sprinkler, E(2'-O) 20 0.606872 0.289 13 24-6 45.97 1.0490 2-8 1.618 13 24-6 11/4 (See Notes) 70h/2 120 17.888 T(6'-O) 6-0 01596h1 9 24-6 45.97 1.3800 13-0% 2.085 19.973 Total(Pt) Route 7 708 26-2 11.5 51.27 1 (See Notes) 0-8 120 19.875 ••• Route 8 ..... Sprinkler, E(2 0) 2-0 0742511 0.289 20 24'-6 5127 10490 2'-8 1.980 20 24'-6 1'/4 (See Notes) 427% 120 22.144 T(6-0), P0(60) 12-0 0.195285 0.867 466 22-6 51.27 1.3800 10.667 466 22'-6 4 (See Notes) 48'6% 120 33.679 1(20 0) 20-0 0000762 0.000 7 22'-6 5127 43100 68 6% 0052 33.731 Total(Pt) Route 8 704 25-2 11.5 55.66 1 (See Notes) 0-8 120 23.424 • • Route 9 Sprinkler, E(2 0) 2-0 0.864391. 0.289 15 24'-6 55.66 1.0490 2'-8 2.305 15 24-6 .p/ (See Notes) 9'1 120 26.018 E(3-0), P0(6-0) 9'-O 0.227340 0.867 14 22-6 -. 55.66 1.3800 18-1 4.106 30.992 Total(Pt) Route 9 (, © M.E.P.CAD Inc. AutoSPRINK® 12 02.0.47.0 REMOTE AREA #7 4/7/2016 12:52:35PM Page 6 Job Name: Drawing2 Remote Area Number: REMOTE AREA #7 Date: 4/7/2016 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (N) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Total Flow Actual ID Total (Foot) Frtction(Pf) 709 26-2 5.6 30.93 1 (See Notes) 0'-8 120 30.513 Route 10 Sprinkler, E(2 0) 2-0 0.291590 0.289 26 24'-6 30.93 1.0490 2 8 0 778 26 24-6 1% (See Notes) 12'8 120 31.580 2E(3 0) 6-0 0076690 -0.434 25 256 3093 13800 18 8 1433 25 25-6 21/2 (See Notes) 1561/2 120 32.579 P0(12 0) 12'-0 0002893 24 26-6 3093 27050 27 61/2 0.080 24 25-6 21/2 (See Notes) 3'0 120 32.658 P0(12 0) 12-0 0002893 1.301 23 22'-6 3093 27050 16-0 0.043 23 22-6 4 (See Notes) 3'11½ 120 34.002 E(10 0) 10, c 0000299 22 22'-6 3093 43100 13'_11% 0.004 22 22-6 - 6 (See Notes) 156'3 120 34.006 2T(37-81/2) 0000045 -0.000 6 22'-6 3093 63570 231'-87/21 0.010 34.017 Total(Pt) Route 10 3 1-9 100.00 8 (See Notes) 15-0% 140 55.829 ' Route 11 Hydrant, E(32 8%) T(63'-7/2) 96-4 0000072 2.168 2 -T-3 10000 85100 0008 11 V-5 58.004 Total(Pt) Route 11 4 -3-3 15.71 8 (See Notes) 1716-111/2 140 57.922 "" Route 12' Flow (q) from Route 3 2E(32'-81/2), 2EE(16 4½) 98-2 0000157 0.000 1 4-3 152.86 8.5100 1815'-11/2 0.286 58.208 Total(Pt) Route 12 f,©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.47.O REMOTE AREA #7 4/7/2016 12:52:35PM Page 7 Job Name: Drawing2 Remote Area Number: REMOTE AREA #7 Date: 4/7/2016 Equivalent Pipe Lengths of Valves and Fillings (C120 only) C ValueMuJipIiei k Actual Inside Diameter 4.87 = F Schedule 40 Steel Pipe Inside Diameter) Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fiftirs Legnd ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4* Elbow Ee2 22½° 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 IT 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 v1 2.0.47.0 REMOTE AREA #7 4/712016 12:52:35PM Page 8 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Bldg D RCP Plan - ECLH 2 Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Calculation Date: 4/7/2016 Density: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: NA No. of sprinklers calculated: 1 Type of System: NA 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 100.00 at Node: 3 Type: Hydrant 100.00 at Node: 3 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 115.00 @32.121 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A &© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 Manually Flowii 4/7/201612:52:38PM Page 1 Hydraulic Graph Job Name: Drawing2 N 1.85 Remote Area Number: Manually Flowing Date: 4/7/2016 150- - Supply 135H Summa llode: ry Sheet 1 120-- vailable Supply Static Pressure 110.000 115.00 109.963 105- 1000.00 @ 84.000 75— CL z :1 :115.00 32.121 30 stem demand curve 15 0800 1600 2400 3200 4000 4800 • 5600 6400 7200 8000 Flcw - gpm 1© M.E.P.CAD, Inc. •fll AutoSPRINK® 12 v12.0.47.0 4/7/2016 12:52:39PM Paqe 2 Summary Of Outfi Job Number: 1 owing Devices Report Description Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 3 100.00 100.00 0 29.931 c Sprinkler 709 15.00 15.00 5.6 7.175 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 4/7/2016 12:52:40PM Page 3 Job Name: Drawing2 Remote Area Number: Manually Flowing Date: 4/7/2016 Pipe Information Node 1 Elev (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot)Pt Friction Loss Per Unit Elev(Pe) Node 2 Total Flow Actual ID Total (Foot) Friction(Pf) 709 25-2 5.6 15.00 1 (See Notes) 0-8 120 7.175 •••" Route 1••••• Sprinkler, E(2 0) 2-0 0076427 0.289 26 24'-6 1500 10490 2 8 0204 26 24-6 (See Notes) 12'8 120 7.668 2E(3 0) 6-0 0020101 -0.434 25 26-6 1500 13800 18'-8 0.375 25 26-6 21/2 (See Notes) 15'61,4 120 7.610 PO(12'-0) 12-0 0.000758 24 26-6 15.00 2.7050 2761/2 0.021 24 25-6 2/2 (See Notes) 3'0 120 7.630 P0(12 0) 12'O 0000758 1.301 23 22'-6 1500 27050 16-0 0.011 23 22'-6 4 (See Notes) 311h/2 120 8.942 E(10 0) 101-0 0000078 22 22'-6 1500 43100 13 0.001 22 22'-6 6 (See Notes) 158'-7 120 8.943 2T(37-81A) E(17 7) 93Q1,4 0000012 -0.000 5 22'-6 1500 6.3570 251 0.003 5 22-6 6 (See Notes) 269 120 8.946 E(17'-7) 17-7 0.000012 11.159 31 4-3 15.00 6.3570 0.001 31 -3-3 8 (See Notes) 372'4 140 20.106 E(32'-81/2), BFP( 12000) T(63-7/4 96-4 0000002 4 -T-3 1500 85100 468'-8/2 12.001 4 4-3 15.71 8 (See Notes) 1716-llVz 140 32.107 Flow (q) from Route 3 2E(32-81/2), 2EE(16-41/2) 98-2 0.000008 0.000 1 4-3 30.71 8.5100 1815-11/2 0.015 0.00 32.121 Hose Allowance At Source Total(Pt) Route 1 1 11500 100.00 8 (See Notes) 15-0% 140 29.931 •••• Route 2••••• Hydrant, E(32'-81/2), T(63'-71/2) 96-4 0000072 2.168 2 -3'-3 10000 85100 11 V-5 0.008 CM, ©M.E.P.CAD, Inc. 11 AutoSPRINK®12v12.O.47.0 Manually Flowing 4/7/2016 12:52:42PM Page 4 Job Name: Drawing2 Remote Area Number: Manually Flowing Date: 4/7/2016 Pipe Information Node I 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 Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. (Foot) Pf Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2 -3-3 100.00 8 (See Notes) 290'4 140 32.106 Flow (q) from Route 11 Water Supply - 0000052 0.000 1 L 4-3 8429 &5100 290 0.015 32.121 Total(Pt) Route 2 2 -3-3 100.00 8 (See Notes) 189-8 140 32.106 ••'•Route 3'••.. Flow (q) from Route 11 E(32'-81/2) 3281/2 0.000002 4 4-3 15.71 8.5100 222-4% 0.001 32.107 Total(Pt) Route 3 ,© ME.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.47.0 Manually Flowing 4/7/2016 12:52:42PM Page 5 Job Name: Drawing2 Renote Area Number: Manually Flowing Date: 4/7/2016 uivlent Pipe Lehths?ôVlves aid Fitting (C=1204y) C Value Multier j k Actual Inside Diameter 4.87 = F Schedule 40 Steel Pipe Inside Diameter) Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 - FhWigs Legend 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 DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221,40 Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90 0 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 Hyci 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 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 Manually Flowing 4/7/2016 12:52:42PM Page 6 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Bldg D RCP Plan - EX HAZARD 24-7-16 Design Remote Area Number: REMOTE AREA #8 Remote Area Location: BLDG D Occupancy Classification: Extra Hazard Group II Calculation Date: 4/7/2016 Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: 0.450gpm1ft2 3000.00ft2 (Actual 3038.58ft2) 100. OOft2 Pendent 41 Type of System: EXTRA HAZARD Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source 250.00 at Node: 101 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 2454.53 @93.852 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 93.852 Right: 93.852 1&© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 REMOTE ARE, 4/7/201612:47:45PM Page 1 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 150 135 120 105 90 (I) 0. 45 30 15 0 • Supply _[Summary Sheet Node: I H atic St Pressure 110.000 Available Supply 454.53 2204.53 c 93.852 0-• • I 2454.53 with I 1000.00 99.466 Hose Allowance @ 84.000 at Source ______ - - :: 1System demand curve .i.W1UJIiIlIlII Millil! lIIIIiI I!IIIIII lItI III I I III II I II I I I - 0 80 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow .gpm ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 4/7/2016 12:47:47PM Paqe 2 Hydraulic Graph N 1.85 Date: 4/7/2016 ISLAMM4tOf Outfiowing Devices I Job Number: 1 Report Description: Extra Hazard Group II (REMOTE AREA #8 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) - - Hydrant 101 250.00 250.00 0 91.382 1 Sprinkler 800 58.16 34.20 14 17.256 Sprinkler 801 57.12 50.85 14 Sprinkler 802 56.57 19.06 14 16.328 Sprinkler 803 56.48 25.43 14 16.275 Sprinkler 804 58.52 34.20 14 17.471 Sprinkler 805 58.15 57.55 14 17.249 Sprinkler 806 23.46 15.00 5.6 17.551 Sprinkler 807 23.45 14.82 5.6 17.539 Sprinkler 808 57.57 34.20 14 16.913 Sprinkler 809 56.57 50.85 14 16.327 Sprinkler 810 55.36 38.35 14 15.635 Sprinkler 811 54.48 38.35 14 15.146 Sprinkler 812 57.92 41.10 14 17.116 c Sprinkler 813 57.55 57.55 14 16.898 Sprinkler 814 23.23 15.00 5.6 17.203 Sprinkler 815 23.22 15.00 5.6 17.190 Sprinkler 816 65.41 1 34.20 14 21.831 Sprinkler 817 64.32 50.85 14 21.109 Sprinkler 818 61.15 38.35 14 19.078 Sprinkler 819 61.00 38.35 14 18.983 Sprinkler 820 67.51 41.10 14 23.251 Sprinkler 821 66.67 36.29 14 22.680 Sprinkler 822 26.79 15.00 5.6 22.893- Sprinkler 823 26.78 15.00 5.6 22.877 Sprinkler 824 54.96 34.20 14 15.412 Sprinkler 825 53.39 51.30 14 14.542 Sprinkler 826 51.06 42.09 14 13.304 Sprinkler 827 50.55 42.09 14 13.035 Sprinkler 828 51.08 39.00 14 13.312 Sprinkler 829 55.84 39.00 14 15.909 Sprinkler 830 22.39 15.00 5.6 15.992 Sprinkler 831 22.34 15.00 5.6 15.920 Sprinkler 832 22.31 15.00 5.6 15.874 Sprinkler 833 22.30 15.00 5.6 15.863 Sprinkler 835 65.08 42.09 14 21.609 Sprinkler 836 65.49 42.09 14 21.883 Sprinkler 837 23.17 15.00 5.6 17.116 Sprinkler 838 22.37 15.00 5.6 15.957 Sprinkler 839 22.49 15.00 5.6 16.127 Sprinkler 840 65.92 42.09 14 22.170 Sprinkler 841 66.33 42.08 14 22.450 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.47.0 4/7/2016 12:47:48PM Page 3 Job Name: Drawing2 RerTiote Ara Number: REMOTE AREA #8 Date: 4/7/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittin s & Devices Equiv. Length (Foot) Length (Foot) C Factor i Pt a Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 (100t Total Flow Actual ID Total (Foot) Friction(P 813 25-6 14 57.55 21/2 (See Notes) 8'0 120 16.898 " Route 1" Sprinkler 0027257 812 25'-6 10399 27050 8'-0 0.218 812 25-6 14 57.92 2% (See Notes) 4'0 120 17.116 Sprinkler 0.061827 113 25-6 161.92 2.7050 4'-0 0.247 113 25-6 223.99 21/2 (See Notes) 3'0 120 17.363 O(12'-0), Flow (q) from Route P0(12 0) 24'70 0308305 1.301 112 22'-6 38590 27050 27'-0 8.324 112 22-6 1176.72 6 9'-5 120 26.988 Flow (q) from Route 3 0.063892 110 22-6 1562.62 6.3570 0.601 110 22-6 391.90 6 (See Notes) 39'61/2 120 27.589 Flow (q) from Route 2 E(17'-7), T(37'-81/2) 56-4 0.096659 60 22'-6 1954.53 6.3570 941O1/ 9.170 60 22-6 6 (See Notes) 120'8 120 36.759 T(37 8%) 37-8% 0086536 -0.000 239 22'-6 -. 184107 63570 158 13.706 239 22-6 113.46 6 (See Notes) 2'4 120 50.465 Flow (q) from Route 30 E(17'-7) 17'-7 0.096659 -0.000 5 22-6 1954.53 6.3570 -11 1.927 5 22'-6 6 (See Notes) 25'10Y2 120 52.392 E(17'-7) 17-7 0.096659 11.225 106 -3-41/2 1954.53 6.3570 43'-6 4.204 106 3'41/2 8 (See Notes) 7'4 140 67.821 E(32 81/2) 32-8% 0.017558 105 -3'-4Y2 195453 85100 40 01/2 0.703 105 341,4 8 (See Notes) 169'91/2 150 68.525 E(27 2) LtE(19 7%) 46'-9% 0021137 -0.069 104 -3'-3 195453 79800 216 4578 104 3'3 8 (See Notes) 8-10 140 73.033 2E(31'-7%), BFP(-12.000) 63-3 0.018173 -3.143 103 4-0 1954.53 8.4500 F 72-1 13.310 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 4 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittin s & 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 Actual ID (Foot) Friction(Pf) 103 4-0 8 (See Notes) 71 3 140 83.200 LtE(22 10) 22-10 0018173 3.143 102 -T-3 195453 84500 30'-1 0.547 102 4-3 8 (See Notes) 2411/2 150 86.890 T(52'-10) 52'-1 0 0021137 0005 4 -3'-2Y2 195453 79800 1644 -3'-2% 77'-9 4 8 (See Notes) 25731/2 150 88.528 E(27-2), S 27-2 0.012051 1.896 1 -7-7 1442.59 7.9800 284-5% 3.428 250.00 93.852 Hose Allowance At Source Total(Pt) Route 1 1 2454.53 805 25-6 14 58.15 21/2 (See Notes) 8-0 120 17.249 .... Route 2. Sprinkler 0.027774 804 25'-6 105.06 2.7050 8 -0 0.222 804 25-6 14 58.52 2% (See Notes) 4'0 120 17.471 Sprinkler 0063006 111 26-6 16358 27050 4-0 0.252 111 25-6 228.33 21/2 (See Notes) 30 120 17.723 O(12-0), Flow (q) from Route P0(12 0) 24-0 0317236 1.301 110 22'-6 39190 27050 27 0 8565 27.589 Total(Pt) Route 2 825 25-6 14 53.39 21/2 (See Notes) 9-0 120 14.542 •'•• Route 3. Sprinkler 0.096595 824 26-6 206.08 2.7050 9-0 0.869 824 25-6 14 54.96 21/2 (See Notes) 40 120 15.412 Sprinkler 0.149590 122 25'-6 261.04 2.7050 4-0 0.598 122 26-6 145.19 21/2 (See Notes) 3'-0 120 16.010 0(12-0), Flow (q) from Route 11 P0(12 0) 24-0 0339026 1.301 121 226 40623 27050 27 9154 121 22-6 330.85 6 7-6 120 26.464 Flow (q) from Route 13 0015912 119 22'-6 73708 63570 7-6 0.120 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 5 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 Pipe Information Node I K-Factor Flthis step added 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 (Mand shown as a negative value. Fitting (Foot) Of Friction Loss Per Unit Total(ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID (Foot) Friction(Pf) 119 22'-6 187.76 6 2-0 120 26.584 Flow (q) from Route 26 0.024213 115 22'-6 924.84 6.3570 2-0 0.048 115 22'-6 251.88 6 9'-5 120 26.632 Flow (q) from Route 10 0.037806 112 22'-6 1176.72 6.3570 9-5 0.356 26.988 Total(Pt) Route 3 809 25-6 14 56.57 21/2 (See Notes) 9-0 120 16.327 ••"• Route 4••••• Sprinkler 0.065041 808 26-6 166.41 2.7050 9-0 0.585 808 25'-6 14 57.57 21/2 (See Notes) 4'0 120 16.913 Sprinkler 0112696 113 26-6 22399 27050 4-0 0.451 17.363 Total(Pt) Route 4 801 25-6 14 57.12 21/2 (See Notes) 9-0 120 16.646 •••• Route 5 Sprinkler 0067785 800 26-6 = 17017 27050 9-0 0.610 800 25'-6 14 58.16 2% (See Notes) 4'.0 120 17.256 Sprinkler 0.116770 111 . 25'-6 228.33 2.7050 4-0 0.467 17.723 Total(Pt) Route 5 827 25-6 14 50.55 11/2 (See Notes) 2-6% 120 13.035 ••••'Route6•••• Sprinkler, T(8 '-O) 8-0 0063625 124 256 5055 17280 10-6% 0.671 124 25-6 51.08 21/2 10'-9% 120 13.706 Flow (q) from Route 8 0026118 123 26-6 10162 27050 10-9% 0.282 123 25'-6 51.06 21/2 10-0 120 13.988 Flow (q) from Route 7 0055468 825 26-6 15269 27050 10-0 0.555 14.542 Total(Pt) Route 6 (Ak/ Inc. AutoSPRlNK®12v12.O.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 6 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 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 (Euivalent Length) Fixed Pressure Losses when applicable, are added directly to P 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) 826 25'-6 14 51.06 11/2 (See Notes) 2'-6% 120 13.304 '"Route 7 ... •• Sprinkler, T(8'-O 8-0 0.064839 123 25'-6 51.06 1.7280 , 10-6% 0.684 13.988 Total(Pt) Route 7 828 25-6 14 51.08 1% (See Notes) 1'31/2 120 13.312 ••'•'Route 8••'.. Sprinkler, E(4 '-O) 4'-0 0064873 125 26-6 5108 17280 531/2 0.343 125 26-6 2% 7-0 120 13.655 124 256 5108 2,7050]0007316 7-0 0.051 13.706 Total(Pt) Route 8 811 25-6 14 54.48 11/2 (See Notes) 1-7 120 15.146 ••••Route 9•"•• Sprinkler, E(4 0) 4'-0 0073101 114 26-6 5448 1 7280 5 0.408 114 25-6 21/2 9-10 120 15.554 0.008243 810 25-6 54.48 2.7050 91-10 0.081 810 26-6 14 55.36 ______ 21/2 (See Notes) 10'-11 Y2 120 15.635 Sprinkler, 2E(6-0) 12-0 0030159 809 26-6 10984 27050 22 0692 16.327 Total(Pt) Route 9 817 25'-6 14 64.32 21/2 (See Notes) 91-0 120 21.109 •••'•Route lO••••' Sprinkler 0080281 816 25'-6 18647 27050 9-0 0.723 816 25'-6 14 65.41 21/2 (See Notes) 4'0 120 21.831 Sprinkler, E(6 0) 6-0 0.140026 116 26-6 251.88 2 7050 101-0 1.400 116 25'-6 21/2 (See Notes) 3'4 120 23.231 P0(12 0) 12-0 0140026 1.301 115 22'-6 251.88 27050 16-0 2.100 26.632 Total(Pt) Route 10 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 7 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 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 (Q) Actual ID Total (Foot) Friction(Pf) 829 26-6 14 89.35 21/2 2'-0 120 15.909 ....• Route 11 Sprinkler, Flow (q) from Route 12 0.050537 122 25-6 145.19 2.7050 2-0 ___________ 0.101 16.010 Total(Pt) Route 11 833 24'-6 5.6 22.30 21/2 (See Notes) 7-21/2 120 15.863 ••••• Route 12•''' Sprinkler 0001579 832 24'-6 2230 27050 7-2% 0.011 832 24'-6 5.6 22.31 21/2 (See Notes) 8'0 120 15.874 Sprinkler 0005696 831 24'-6 4462 27050 8-0 0.046 831 24'-6 5.6 22.34 21/2 (See Notes) 5'- 111/2 120 15.920 Sprinkler 0012071 830 24'-6 6696 27050 5-11% 0.072 830 24'-6 5.6 22.39 21/2 (See Notes) 5-01/2 120 15.992 Sprinkler, 2E(6 0) 12-0 0020585 -0.434 829 25'-6 8935 27050 17 0% 0351 15.909 Total(Pt) Route 12 838 26-2 5.6 22.37 1 (See Notes) 0'-8 120 15.957 *****Route 13 Sprinkler, T(5 0) 50 0.160086 0.289 132 24'-6 22.37 1.0490 6-8 0.907 132 24'-6 22.49 1l/4 8-0 120 17.153 Flow (q) from Route 14 0 152530 131 24 6 44 86 1 3800 8 -0 1.220 131 24'-6 23.17 11/4 (See Notes) 120 120 18.373 Flow (q) from Route 16 P0(6-0) 6-0 0329534 127 24'-6 6803 13800 18 0 5932 127 24'-6 130.57 21/2 (See Notes) 2'0 120 24.305 Flow (q) from Route 22 P0(12 0) 12-0 0.090209 0.867 126 22'-6 198.60 2.7050 14 0 1 263 126 22-6 132.25 6 8-1% 120 26.435 Flow (q) from Route 24 0003615 121 22'-6 33085 63570 8-1% 0.029 26.464 Total(Pt) Route 13 LM, ©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 8 Job Name: Drawing2 Remote Are Number: REMOTE AREA #8 Date: 4/7/2016 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 Friction Loss Per Unit Total (ps Elev(Pe) Node 2 8ev 2 (Foot) Total Flow (Q' Actual ID (Foot) Friction(Pf) 839 26-2 5.6 22.49 1 (See Notes) 01-8 120 16.127 •••• Route 14••••• Sprinkler E(2 0) 2-0 0161662 0.289 133 246 2249 10490 28 0431 133 24-6 1¼ 7'-21/2 120 16.847 0042518 132 24'-6 2249 13800 7-2% 0.306 17.153 Total(Pt) Route 14 803 25-6 14 56.48 2Y2 (See Notes) 60 120 16.275 Route 15'' Sprinkler 0008810 802 256 - 5648 27050 6-0 0.053 802 26-6 14 56.57 21/2 (See Notes) 101 0 120 16.328 Sprinkler . 0031810 801 26-6 11305 27050 100 0.318 16.646 Total(Pt) Route 15 837 26-2 5.6 23.17 1 (See Notes) 0'-8 120 17.116 •••••Route 16••••• Sprinkler, T(5 0) 5-0 0.170817 0.289 131 24'-6 23.17 1.0490 6-8 0968 18.373 Total(Pt) Route 16 815 24-6 5.6 .23.22 21/2 (See Notes) 7-21/2 120 17.190 ''''Route 17 ..... Sprinkler 0001701 0.000 814 24'-6 2322 27050 7 2½ 0.012 814 24'-6 5.6 23.23 21/2 (See Notes) 91 0 120 17.203 Sprinkler, 2E(6 0) 12-0 0006135 -0.434 813 256 4644 27050 21'-0 0.129 16.898 Total(Pt) Route 17 806 24-6 5.6 23.46 21/2 (See Notes) 9-0 120 17.551 •• •• Route 18 Sprinkler, 2E(6 0) 12-0 0006250 -0.434 805 256 4691 27050 2V-0 0.131 17.249 Total(Pt) Route 18 24-6 5.6 23.45 2% (See Notes) 7-2% 120 17.539 •••'' Route 19•'• Sprinkler 0001733 E806 24'-6 2345 27050 7-2/2 0.012 17.551 Total(Pt) Route 19 f,©M.E.P.CAD, Inc. fil AutoSPRtNK®12v12.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 9 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 Pipe Information Node 1 Elev (Foot) K-Factor Flow added this step q Nominal ID Fiftin & 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(Pt) 819 25-6 14 61.00 1% (See Notes) 4'5 120 18.983 ••••• Route 2O••••. Sprinkler, P0(8-0) 8-0 0.090081 118 25-6 61.00 1.7280 12-5 1.119 118 26-6 2% 9-10 120 20.101 0010158 117 256 6100 27050 9-10 0.100 117 25-6 61.15 21/2 (See Notes) 12'-8% 120 20.201 Flow (q) froni Route 21 2E(6'-O) 12-0 0.036705 817 25-6 122.15 2.7050 24'-8% 0.907 21.109 Total(Pt) Route 20 818 26-6 14 61.15 1% (See Notes) 4-5 120 19.078 '••'Route 21'••'' Sprinkler, T(8-0) 81-0 0.090497 117 25-6 61.15 1.7280 12'-5 1.124 20.201 Total(Pt) Route 21 835 25-6 14 65.08 11/2 (See Notes) 2'-0 120 21.609 •••••Route 22•"•• Sprinkler, T(8 0) 8'-0 0.101552 129 26-6 65.08 1.7280 101-0 1.017 129 26-6 65.49 21/2 (See Notes) 231 0 120 22.626 Flow (q) from Route 23 E(6 0) 6-0 0041525 128 256 13057 27050 290 1204 128 25-6 21/2 1-0 120 23.830 0041525 0.434 127 24'-6 13057 27050 11-0 0.042 24.305 Total(Pt) Route 22 836 26-6 14 65.49 11/2 (See Notes) 2-0 120 21.883 ••• Route 23••••• Sprinkler, E(4 0) 4-0 0102743 130 26-6 6549 17280 6-0 0.618 130 25-6 21/2 10'-91/2 120 22.501 0011586 129 256 6549 27050 10 0.125 22.626 Total(Pt) Route 23 (,©M.E.P.CAD, Inc. 4AutoSPRlNK®12v12.O.47.O REMOTE AREA #8 4/7/2016 12:47:50PM Page 10 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 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 (PQ 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) 840 25'-6 14 65.92 1% (See Notes) 25/2 120 22.170 •••• Route 24•"•' Sprinkler, T(8 0) 8'-0 0.103988 197 26-6 65.92 1.7280 10 1 088 197 25-6 66.33 21/2 (See Notes) 23'-0 120 23.257 Flow (q) from Route 25 E(6 0) 6-0 0042520 135 25'-6 13225 27050 29'-0 1.233 135 26-6 21/2 (See Notes) 30 120 24.491 P0(12-0) 12-0 0.042520 1.301 134 22'-6 . 132.25 2.7050 15-0 0.638 134 22-6 6 9-1% 120 26.429 0000663 126 22'-6 132.2576-3570 91% 0.006 26.435 Total(Pt) Route 24 841 25-6 14 66.33 11/2 (See Notes) 251/2 120 22.450 •••••Route 25••••• Sprinkler, E(4 0) 0.105203 220 26-6 66.33 1.7280 6 0.679 220 25'-6 21/2 1091/2 120 23.129 0011863 197 256 6633 27050 109% 0.128 23.257 Total(Pt) Route 25 820 25'-6 14 67.51 21/2 (See Notes) 4'-0 120 23.251 •''• Route 26 •• Sprinkler, E(6 0) 6-0 0081313 120 26-6 18776 27050 100 0813 120 25'-6 2% (See Notes) 3'O 120 24.064 P0(1 2'-0) 12-0 0.081313 1.301 119 22'-6 187.76 2.7050 15-0 1.220 26.584 Total(Pt) Route 26 821 25'-6 14 66.67 21/2 (See Notes) 10-0 120 22.680 •• ••• Route 27• Sprinkler, E(6-0) 6-0 0.035659 820 25'-6 120.25 2.7050 16-0 0.571 23.251 Total(Pt) Route 27 ,©M.E.P.CAD, Inc. '1AutoSPRINK®12v12.O.47.O REMOTE AREA #8 4/7/2016 12:47:50PM Page 11 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 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 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 823 24'-6 5.6 26.78 21/2 (See Notes) 7-2% 120 22.877 •••• Route 28 Sprinkler 0.002216 822 24'-6 26.78 2.7050 , 7-2% 0.016 822 24'-6 5.6 26.79 21/2 (See Notes) 9'7 120 22.893 Sprinkler, 3E(6'-O) 181-0 0.007992 0434 821 25'-6 53.58 2.7050 27'-7 0.220 22.680 Total(Pt) Route 28 101 -2-0 250.00 8 (See Notes) 18-2 150 91.382 ••••• Route 29••••• Hydrant, E(27'-2), T(52'-10) 80-0 0.000471 2.426 100 7 71/2 250.00 7.9800 98'-2 0.046 100 -7-7% 511.94 8 2-0 150 93.853 Flow (q) from Route 34 0003700 -0.008 1 77 76194 79800 2-0 0.007 93.852 Total(Pt) Route 29 368 22'-6 113.46 4 (See Notes) 105'-21/2 120 50.050 •••• Route 30.'..' Flow (q) from Route 31 E(10 0) 10-0 0003313 0.000 222 22'-6 11346 43100 116-21/2 0.382 222 22-6 6 (See Notes) 28'41/2 120 50.432 T(37'-8%) 37-8% 0.000499 -0.000 239 22'-6 113.46 6.3570 66'F -1 0.033 50.465 Total(Pt) Route 30 381 22'-6 113.46 21/2 (See Notes) 331'01/2 120 37.144 ••'" Route 31•"•' 0(12'-0), Flow (q) from Route 32 6E(6 0) 1(12 0) P0(12 0) , 72-0 0032023 -0.000 368 22'-6 11346 27050 403'-01/2 12.906 50.050 Total(Pt) Route 31 371 22-6 113.46 4 44-10 120 36.995 •••" Route 32••.'• Flow (q) from Route 33 0003313 381 22'-6 11346 43100 44-10 0.149 37.144 Total(Pt) Route 32 60 22-6 4 (See Notes) 27-11 120 36.759 '... Route 33. T(26'4) E(13 2) 39'-6 0003507 371 22'-6 11346 42600 67 0.236 36.995 Total(Pt) Route 33 , © M.E.P.CAD, Inc. 4JU AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 12 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 Pipe Information Elev I Flow added Fillings & Length C Factor Total(Pt) Notes Node I (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) (Foot) (psi) Friction(Pf) to (Pf) and shown as a negative value. 4 -3'-2Y 8 (See 1861-7 150 88.528 •••" Route 34••••• Notes) 67-11 1.905 100 -7'-71A 511.94 7.9800 0.001773 2E(27'-2), EE(13'-7) 1929-5% 3.421 93.853 Total(Pt) Route 34 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 13 Job Name: Drawing2 Remote Area Number: REMOTE AREA #8 Date: 4/7/2016 bquivalent I-'ipe Lengths ot Valves and t-itti.ngs (U=120 only) .IC Value Multiplier / I Actual Inside Diameter 4.87 Factor I = Schedule 40 Steel Pipe Inside Diameterj Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing 8alV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 45° Elbow Eel 111/0 Elbow Ee2 22W Elbow f Flow Device Id 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 I U Union WirF Wirsbo WMV Water Meter Valve I Z Cap , 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #8 4/7/2016 12:47:50PM Page 14 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Bldg D RCP Plan - LH Design Remote Area Number: REMOTE AREA #9 Remote Area Location: BLDG D Occupancy Classification: Light Hazard Calculation Date: 4/7/2016 Density: 0.100g pm/ft2 Area of Application: 1500.00ft2 (Actual 1533.57ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 21 Type of System: LIGHT HAZARD Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: Allowance at Source 100.00 at Node: 201 Type: Hydrant 100.00 at Node: 201 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 468.20@41.956 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results ILeft: N/A Right: N/A .© M.E.P.CAD, Inc.,,1JAutoSPRINK@ 12 02.047.0 REMOTE ARE 4/7/201612:47:05PM Page 1 N/A Hydraulic Graph Job Name: Drawing2 N 1.55 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 150— Water Supply Summary Sheet 135- 120- Static Pressure 110.000 466.20 109.509 105 — go- 4000.00 @ 84.000 in 60 - 45 468.2041.956 - s stem demand curve 15 o- IIIII ____________ lIIIIIII III I III 111111 I III I I I I I I I I _______ 0800 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm (3,© M.E.P.CAD, Inc. I1 AutoSPRINKt 12 v12.0.47.0 4/7/2016 12:47:07PM Paqe 2 Summary Of Outfiowing Device Job Number: 1 Report Description: Liciht Hazard (REMOTE AREA #9 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 201 10000 100.00 0 39.529 Sprinkler 900 19.52 15.00 5.6 12.150 Sprinkler 901 19.51 15.00 5.6 12.139 Sprinkler 903 16.80 15.00 5.6 8.998 Sprinkler 904 15.63 15.00 5.6 7.794 Sprinkler 905 15.07 15.00 5.6 7.237 Sprinkler 906 15.15 15.00 5.6 7.319 Sprinkler 907 16.74 15.00 5.6 8.936 Sprinkler 908 19.44 15.00 5.6 12.056 Sprinkler 909 15.58 15.00 5.6 7.740 Sprinkler 910 15.01 15.00 5.6 7.187 Sprinkler 911 15.10 15.00 5.6 7.268 Sprinkler 912 18.23 15.00 5.6 10.594 Sprinkler 913 18.31 15.00 5.6 10.687 Sprinkler 914 16.73 15.00 5.6 8.921 Sprinkler 915 15.57 15.00 5.6 7.727 c Sprinkler 916 15.00 15.00 5.6 7.175 Sprinkler 917 15.08 15.00 5.6 7.256 Sprinkler 918 15.81 15.00 5.6 7.975 Sprinkler 919 15.24 15.00 5.6 7.407 Sprinkler 920 15.34 15.00 5.6 7.500 Sprinkler 1003 1 19.89 15.00 5.6 12.618 Sprinkler 1033 1 19.45 15.00 5.6 1 12.068 Most Demanding Sprinkler Data 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 . 4/7/2016 12:47:08PM Page 3 Job Name: Drawing2 Remote Ara Number: REMOTE AREA #9 Date: 4/7/2016 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) Pt Friction Loss Per Unit i Elev(Pe) Node 2 Elev 2 (Foot) - - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 916 25-2 5.6 15.00 1 ___ (See Notes) 0-8 120 7.175 '' Route I Sprinkler, T(5 0) 5-0 0.076427 0.289 230 24'-6 15.00 1.0490 5-8 0.433 230 24'-6 15.08 8-0 120 7.897 Flow (q) from Route 4 0.072840 229 24'-6 30.08 1.3800 81-0 0.583 229 24'-6 15.57 11/4 8-0 120 8.480 Flow (q) from Route 9 0. 8 157550 228 24'-6 45.65 1.3800 0 1.260 228 24-6 16.73 1% (See Notes) 4'0 120 9.740 Flow (q) from Route 13 T(6 0) 6-0 0280696 225 24'-6 62.38 1.3800 101-0 2.807 225 24'-6 36.53 21/2 (See Notes) 2'0 120 12.547 Flow (q) from Route 16 P0(12 0) 12-0 0038751 0.867 224 22'-6 9891 24690 14 0 0.543 224 22'-6 4 9'-l% 120 13.956 0002570 217 22'-6 9891 43100 9 0.023 217 22-6 101.33 4 9-1% 120 13.980 Flow (q) from Route 2 0.009476 210 22-6 200.24 4.3100 91½ 0.086 210 22-6 101.68 4 36-5% 120 14.066 Flow (q) from Route 3 0020256 110 226 30192 43100 365½ 0.739 110 22-6 1989 4 (See Notes) 3'- 111/2 120 14.805 Flow (q) from Route 20 E(10 0) 101-0 0022793 22 22'-6 32181 43100 13 11% 0318 22 22-6 6 (See Notes) 357 120 15.123 T(37'-8/2) 37-81/2 0.003435 60 22'-6 321.81 6.3570 0.252 60 22-6 46.39 6 (See Notes) 123'0 '120 15.375 Flow (q) from Route 7 T(37'-81/2), E(17 7) 55-4 0004406 -0.000 6 22'-6 36820 63570 178'-4 j 0.786 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 4 Job Name: Drawing2 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting F Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - - Total Flow (Q) Actual ID r Total (Foot) Friction(PO 6 22'-6 6 (See Notes) 25'- 101/2 120 16.161 E(17 7) 17'-7. 0.004406 11.225 5 3 4% 368.20 6.3570 43 6 0 192 5 3'4% 8 (See Notes) 7'-4 140 27.577 E(32'-81/2) 32-81/2 0000800 105 -3'-41/2 368.20 8.5100 40 0% 0032 105 '.4,4 8 (See Notes) 169'-9% 150 27.609 E(27'-2), LtE(19'-7%) 46-91/2 0.000964 -0.069 205 4-3 36820 7.9800 216-7 0.209 205 4-3 8 (See Notes) 7'3 140 27.749 E(31 71/2) 31-7% 0.000828 -3.143 206 4'-0 36820 84500 38 10% 0.032 206 4'-0 8 (See Notes) 1'7 140 24.638 BFP(-12.000), E(31'-71,4) 31'-7% 0.000828 0.000 204 4-0 368.20 8.4500 33-21/2 12.028 204 4-0 8 (See Notes) 7'3 140 36.665 LtE(22'-10) 22'-10 0.000828 3.143 203 -3-3 368.20 8.4500 30'-1 0.025 203 -3'-3 8 (See Notes) 24'111/2 150 39.833 T(52-10) 52-10 0.000964 -0.005 202 -3'-21/2 368.20 7.9800 0.075 202 4-21/2 8 (See Notes) 25731/2 150 39.903 E(27 2) S 27'-2 0000550 1.896 1 7-7 271,83 7.9800 284 0,156 0.00 41.956 Hose Allowance At Source Total(Pt) Route I 1 468.20 910 25-2 5.6 15.01 1 (See Notes) 0'8 120 7.187 ••••• Route 2••••• Sprinkler, T(5 0) 5-0 0.076550 0.289 222 24'-6 1501 1.0490 6-8 0.434 -222 24-6 15.10 1¼ 81-0 120 7.910 Flow (q) from Route 5 0072958 221 246 3011 13800 8 0 0.584 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 5 Job Name: Drawing2 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 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 (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 Frtction(Pf) 221 24'-6 15•58 w 8'-0 120 8.494 How (q) from Route 10 0.157803 220 24-6 45.69 1.3800 8-0 1.262 220 24'e 16.74 11/4 4-0 120 - 9.756 Flow (q) from Route 14 P0(60) 6-0 0.281146 218 24'-6 62.43 1.3800 10-0 2.811 218 24-6 38• 90 2 2Y (See Notes) 2'-0 120 12.568 Flow (q) from Route 18 P0(16 5%) 16-51/2 0029516 0.867 217 22'-6 10133 26350 18 0545 13.980 Total(Pt) Route 2 905 25-2 5.6 15.07 1 (See Notes) 0'8 120 7.237 •••'Route3•"' Sprinkler, T(5 0) 5-0 0077044 0.289 215 24'-6 1507 10490 6-8 0.437 215 24'-6 15. 15 1/ 8'0 120 7.963 Flow (q) from Route 6 0073428 214 24'-6 3022 13800 8'-0 0.587 214 24-6 15.63 1/4 8-0 120 8.550 Flow (q) from Route 11 0.158819 902 24'-6 45.85 1.3800 8'-0 1.271 902 246 16.80 11/4 (See :'-o 120 9.821 Notes) Flow (q) from Route 15 P0(6 0) 6-0 0282950 211 24'-6 6265 13800 101-0 2.829 211 24'-6 3903 2Y 2 (See Notes) 2'.0 120 12.650 Flow (q) from Route 19 P0(16 5%) 16-51/2 0029704 0.867 210 22'-6 10168 26350 18 0.549 14.066 Total(Pt) Route 3 917 25'-2 5.6 15.08 1 (See Notes\ / 0-8 120 7.256 ••"•Route4••••• Sprinkler, E(2 0) 2-0 0077224 0.289 231 24'-6 1508 10490 2'-8 0.206 231 24-6 1% 7-21/2 120 * 7.751 0020310 230 246 1508 13800 72% 0.146 7.897 Total(Pt) Route 4 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 6 Job Name: Drawing2 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 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 (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss PerUnit Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID (Foot) Fnction(Pf) 911 25-2 5.6 15.10 1 (See Notes) 08 120 7.268 •••••Route 5••••• Sprinkler, E(2 -0) 2-0 .077348 0.077348 '-8 0.289 223 24-6 15.10 1.0490 2-8 0.206 223 24-6 1Y 7-2% 120 7.764 0.020343 222 24'-6 15.10 1.3800 72% 0.146 7.910 Total(Pt) Route 5 906 25-2 5.6 15.15 H (See Notes) 0-8 120 7.319 ••••Route 6••••' Sprinkler, E(2'-O) 2-0 0.077847 0.289 216 24-6 15.15 1.0490 2-8 0.208 216 24'-6 11/4 7-21/2 120 7.816 0020474 215 246 1515 13800 72% 0147 7.963 Total(Pt) Route 6 919 25-2 5.6 15.24 1 (See Notes) 0-8 120 7.407 Route Sprinkler, T(5 0) 5-0 0.078708 0.289 235 24'-6 15.24 1.0490 6-8 0 446 235 24-6 15.34 1% 8-0 120 8.142 Flow (q) from Route 8 0.075062 234 24-6 30.58 1.3800 81-0 0.600 234 24'-6 15.81 1% (See Notes) 261 120 8.742 Flow (q) from Route 12 E(3 0) P0(6 0) 9-0 0.162314 0.867 233 22'-6 46.39 1.3800 36-1 5.695 233 22'-6 4 (See Notes) 82'6 120 15.304 E(10'-O), T(20'-O) 30-0 0.000633 60 22-6 46.39 4.3100 112-6 0.071 15.375 Total(Pt) Route 7 920 25-2 5.6 15.34 1 (See Notes) 0'-8 120 7.500 ••• Route 8 . Sprinkler, E(2'-O) 2-0 0.079628 0.289 236 24-6 15.34 1.0490 2-8 0.212 236 24-6 1/4 681/2 120 8.002 0.020943 235 24 6 15 34 1 3800 6 8% 0.140 , © M.E.P.CAD, Inc. T( AutoSPRINK® 12 v1 2.0.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 7 Job Name: Drawing2 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 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 are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow (Q) Actual ID Total (Foot) (psi) applicable, Friction(Pf) 8.142 Total(Pt) Route 8 915 25-2 5.6 15.57 1 (See Notes) 0-8 120 7.727 ....*Route 9 0 Sprinkler, T(5-0) 50 0.081850 0.289 229 24'-6 15.57 1.0490 5-8 0.464 8.480 Total(Pt) Route 9 909 26-2 5.6 15.58 1 (See Notes) 0-8 120 7.740 ••" Route 1O•'••• Sprinkler, T(5'-O) 5-0 0.081981 0.289 221 24'-6 15.58 1.0490 5-8 0.465 8.494 Total(Pt) Route 10 904 25-2 5.6 15.63 1 (See Notes) 01-8 120 7.794 •••' Route 11 Sprinkler, T(6-0) 5-0 0082508 0.289 214 24'-6 - 1563 10490 6-8 0.468 8.550 Total(Pt) Route 11 918 25-2 5.6 .15.81 1 (See Notes) 0'8 120 7.975 Route 12"'" Sprinkler, T(5'-O) 5-0 0.084285 0.289 234 24'-6 - 15.81 1.0490 5-8 0.478 8.742 Total(Pt) Route 12 914 25-2 5.6 16.73 (See Notes) 0-8 120 8.921 ••••• Route 13 ..... Sprinkler, T(5'-O) 5-0 0.093490 0.289 228 24-6 16.73 1.0490 5-8 0.530 9.740 Total(Pt) Route 13 907 25-2 5.6 16.74 1 (See Notes) 0-8 120 8.936 *.-**Route 14• Sprinkler T(5 0) 5-0 0.093638 0.289 220 24'-6 16 74 1.0490 6-8 0 531 9.756 Total(Pt) Route 14 903 25-2 5.6 16.80 1 (See Notes) 0-8 120 8.998 ••• Route 15 Sprinkler, T(5'-O) 5-0 0.094234 0.289 902 24-6 16.80 1.0490 5-8 0.534 9.821 Total(Pt) Route 15 912 25-2 5.6 18.23 1 (See Notes) 0-8 120 10.594 ••••• Route 16••• Sprinkler T(5-0) 5-0 0.109594 0.289 226 24-6 18.23 1.0490 5-8 0.621 . © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 8 Job Name: Drawing2 Remote Aea Number: REMOTE.AREA #9 Date: 4/7/2016 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 Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID (Foot) Friction(Pf) 226 24-6 18.31 1% (See Notes) 4'0 120 11.504 Flow (q) from Route 17 T(6 0) 6-0 0104336 225 24'-6 3653 13800 101-0 1.043 12.547 Total(Pt) Route 16 913 25-2 5.6 18.31 1 (See Notes) 01-8 120 10.687 •••'Route 17•'•• Sprinkler, E(2 0) 2-0 0110492 0.289 227 24'-6 1831 10490 2'-8 0.295 227 24-6 .,, 8'-0 120 11.271 0029060 226 24 6 1831 13800 8-0 0.232 11.504 Total(Pt) Route 17 908 26-6 5.6 19.44 21/2 (See Notes) 8-0 120 12.056 •••• Route 18. Sprinkler 0001392 1033 25-6 19.44 2.6350 ,8-0 0.011 1033 26-6 5.6 19.45 21/2 (See Notes) 4'-0 120 12.068 Sprinkler, E(8-3) 8-3 0.005021 219 25-6 38.90 2.6350 12'-3 0.061 219 25-6 21/2 1,-0 120 12.129 0005021 0.434 218 24'-6 3890 26350 1-0 0.005 12.568 Total(Pt) Route 18 901 25-6 5.6 19.51 21/2 (See Notes) 8-0 120 12.139 '• Route 19••••• Sprinkler 0001401 -0.000 900 256 1951 26350 8-0 0.011 900 26-6 5.6 19.52 21/2 (See Notes) 4'-0 120 12.150 Sprinkler, E(8'-3) 8'-3 0005053 212 256 3903 26350 12'3 0.062 212 25-6 21/2 1,-0 120 12.212 0.005053 0.434 211 24-6 39.03 2.6350 , 1 -0 0.005 12.650 Total(Pt) Route 19 ,©M.E.P.CAD, Inc. 2JI AutoSPRlNK®12v12.0.470 REMOTE AREA #9 4/7/2016 12:47:10PM Page 9 Job Name: Drawing2 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 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 (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 e2 00) Total Flow (Q) Actual ID Total (Foot) Ftion(Pf) ric 1003 25-2 5.6 19.89 1 (See Notes) 0-8 120 12.618 "•Route 20••••• Sprinkler, E(2 0) 2'-0 0.128838 0.289 55 24'-6 19.89 1.0490 2 8 0.344 55 24-6 1% (See Notes) 12'8 120 13.251 2E(3 0) 6-0 0033885 -0.434 89 26-6 1989 13800 18'-8 0.633 89 25-6 21/2 (See Notes) 1561/2 120 13.450 P0(12 0) 12-0 0001278 11 25-6 1989 27050 27 6% 0035 11 26-6 21/2 (See Notes) 3'0 120 13.485 P0(12 0) 12-0 0001278 1.301 110 22'-6 1989 27050 16-0 0.019 14.805 Total(Pt) Route 20 201 -2'-0 100.00 8 (See Notes) 18'2 150 39.529 "•• Route 21••••• Hydrant, E(27-2) T(52'-10) 80'-O 0000086 2.426 200 -T-71/2 10000 79800 98 2 0008 200 -7'-71/2 96.37 +3.21 8 2-0 150 41.963 Flow (q) from Route 22, Flow (q) from Route 22 and 3 0000301 -0.008 1 -T-7 19637 79800 2'-0 0.001 41.956 Total(Pt) Route 21 202 4-21/2 8 (See Notes) 1861'-7 150 39.903 ''•'Route 22•'•'• 2E(27-2) EE(13 7) 67'-11 0000081 1.905 200 7 71/2 9637 79800 1929'-51/2 0.156 41.963 Total(Pt) Route 22 , © M.E.PCAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 10 Job Name: Drawing2 Remote Area Number: REMOTE AREA #9 Date: 4/7/2016 ___of VaWes and Fittings (C120only) I Icva!e.1Uitip1ier I Actual Inside Diameter 4.87 = Schedule 40 Steel Pipe Inside Diameter) ac or F Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend 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 90° Elbow EE 45° Elbow Eel 111/4* 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 PlV Post Indicating Valve PD Pipe Outlet • PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve r Sprinkler St Strainer T Tee Flow Turn 90° Tee Run #Tr U Union WirF Wirsbo V Water Meter Valve Z Cap J©M.E.P.CAD, Inc. AutoSPRINK®12v12.O.47.0 REMOTE AREA #9 4/7/2016 12:47:10PM Page 11 Hydraulic Calculations for Project Name: Drawing2 Location: Drawing Name: Bldg D RCP Plan - ground floor Design Remote Area Number:. REMOTE AREA #10 Remote Area Location: BLDG D Occupancy Classification: LightHazard Calculation Date: 4/7/2016 Density: 0.100gpm/ft2 Area of Application: 1500.00ff2 (Actual 805.01ff2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 6 Type of System: LIGHT HAZARD 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 100.00 at Node: 3 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 264.80 @46.477 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A (&© M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.47.0 REMOTE ARE, 4/7/201612:46:47PM Page 1 NIA 8000 6400 7200 3200 4600 4000 5600 Flow - gpm I&,© M.E.P.CAD, Inc. 1.AutoSPRINK® 12 v1Q.0.47.0 4/7/2016 12:46:49PM Paqe 2 CL 60 Job Name: Drawing2 Remote Area Number: REMOTE AREA #10 150- 120 135 105 45 30 15 Iø Water Supply Summary Sheet Node: I Available Static Pressure 264.80 Supply 110.000 a 109.829 - 000@84.000________ 264.80 46.477 System demand curve ....1jlLI.l.I.I.l_I_JPIIIlJJI IllIPtill lIIIIII IlIllI I II I I If I III III I I I I I I I I Hydraulic Graph N 1.85 Date: 4/7/2016 Is ummary OfCutflowing Devices Job Number: 1 Report Description: Light Hazard (REMOTE AREA #10) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 3 100.00 100.00 0 44.051 Sprinkler 1000 25.30 10.00 5.6 20.410 c Sprinkler 1001 33.00 33.00 8 17.016 Sprinkler 1002 33.12 33.00 8 17.141 Sprinkler 1003 25.11 10.00 5.6 20.099 Sprinkler 1004 24.12 10.00 5.6 18.544 Sprinkler 1005 24.16 10.00 5.6 18.607 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. 4AutoSPRlNK® 12 v12.0.47.0 4/7/2016 12:46:50PM Page 3 Job Name: Drawing2 Renrote Area Number: REMOTE AREA #10 Date: 4/7/2016 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 (PQ and shown as a negative value. Fitting o tai) Loss Per Unit Pt Friction (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Fnct,on(Pf) 1001 9-0 8 33.00 1 (See Notes) 1'31/2 120 17.016 •••Route1•••• Sprinkler, E(2'-3/2) 2-3% 0285187 -0.560 22 10'-31/2 3300 10800 1.026 22 10-3% 1 (See Notes) 1'51/2 120 17.481 E(2'-O) 2-0 0.328645 20 10'-3% 33.00 1.0490 1.131 20 1O'-3% 1 (See Notes) 0'6 120 18.613 E(2'-3%) 2'-3% 0.285187 -0.217 21 10-9% 33.00 1.0800 2 0800 21 10-9% 1% (See Notes) 9'-lO% 120 19.196 T(6 0) 6-0 0086436 19 10 91/2 3300 13800 16-101/2 1.373 19 10-9% 33.12 1% (See Notes) 0'9% 120 20.569 Flow (q) from Route 2 P0(6 0) 6-0 0.312660 0.343 18 101-0 66.12 1.3800 6 2.123 18 101-0 21/2 12-4% 120 23.036 0008016 14 101-0 5367 27050 124% 0.099 14 10-0 25.30 21/2 (See Notes) 1664 120 23.135 Flow (q) from Route 6 T(12 0) 2E(6 0) P0(12 0) 360 0016378 -5.419 13 22'-6 78.97 2.7050 202 3.314 13 22-6 4 (See Notes) 105'21/2 120 21.029 E(10 0) 10-0 0001694 0.000 12 22'-6 7897 43100 115 2% 0195 12 22'-6 6 (See Notes) 28'4% 120 21.224 1(37-81/2) 37-8% 0.000255 -0.000 11 22-6 78.97 6.3570 66-1 0.017 11 22'-6 85.83 6 (See Notes) 2'4 120 21.241 Flow (q) from Route 3 E(17 7) 17-7 0000996 -0.000 10 22'-6 16480 63570 19 0.020 10 22-6 6 (See Notes) 26101/2 120 21.261 E(17-7) 17-7 0.000996 11.225 9 -3'-41/2 164.80 6.3570 43-6 0.043 I,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.O.47.O REMOTE AREA #10 4/7/2016 12:46:52PM Page 4 Job Name: Drawing2 Remote Area Number: REMOTE AREA #10 Date: 4/7/2016 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 (N) 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) 9 341/ 8 (See Notes) 7'4 140 32.530 E(32'-8%) 32'-8% 0.000181 8 -3'-4% 164.80 8.5100 40-0% 0.007 8 3'4% 5 (See Notes) 169'-91/2 150 32.537 E(27-2), LtE(19'-71/2) 46-9% 0.000218 -0.069 7 4-3 164.80 7.9800 216-7 0.047 7 4..3 8 (See Notes) 8-10 140 32.514 2E(31-7%), BFP(-12.000) 63'-3 0.000187 -3.143 6 4-0 164.80 8.4500 72'-1 12.013 6 4-0 8 (See Notes) 73 140 41.385 LtE(22'-10) 22-10 0.000187 3.143 5 -3-3 164.80 8.4500 30'-1 0.006 8 (See Notes) 24'-11% 150 44.534 T(52--1 0) 52-10 0.000218 -0.005 4 -3-2% 164.80 7.9800 7T-9 0.017 4 -3'-2% 8 (See Notes) 25731/2 150 44.545 E(27-2) 27'-2 0.000124 1.896. 1 -7-7 121.76 7.9800 2845h/2 0.035 0.00 46.477 Hose Allowance At Source Total(Pt) Route 1 1 264.80 1002 91-0 8 33.12 1 (See Notes) 1'-3% 120 17.141 ••••Route2•'•• Sprinkler, E(2'-31/-,) 2'-3% 0.287127 -0.560 25 10-3% 33.12 1.0800 3'-7 1.033 25 10-3% 1 _ (See Notes) 15% 120 17.613 E(2-0) 2-0 0.330881 24 10'-3% 33.12 1.0490 3'- 51/2 1.139 24 10-3% ______ __________ 1 (See Notes) 0-6 120 18.752 E(2'-3%) 2-3% 0.287127 -0.217 23 10-9% 33.12 1.0800 2'-9% 0.805 23 10-9% 11/4 (See Notes) 81% 120 19.341 T(6'-O) 6-0 0.087024 19 10-9% 33.12 1.3800 14-1 1/2 1.228 20.569 Total(Pt) Route 2 f. © M.E.P.CAD, Inc. 411 AutoSPRlNK® 12 v1 2.0.47.0 REMOTE AREA #10. 4/7/2016 12:46:52PM Page 5 Job Name: Drawing2 Remote Area Number: REMOTE AREA #10 Date: 4/7/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Total Flow Nominal ID Actual 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 EIev2 00) Total (Foot)' Friction(Pf) 1004 91-0 5.6 24.12 1 (See Notes) 1-31/2 120 18.544 ••'•'Route 3••••• Sprinkler, E(2'-3%) 2-3% 0159634 -0.560 33 1031/2 2412 10800 0.574 33 10-3% 1 (See Notes) 0'5% 120 18.559 E(2 0) 2-0 0183959 31 103% 2412 10490 25% 0.452 31 10-3% 1 (See Notes) 0'6 120 19.011 T(5'-9) 5-9 0.159634 -0.217 32 10 91/2 24.12 1.0800 6 1 000 32 10-9% 24.16 _________ 11/4 _______ (See Notes) 4'11 120 19.794 Flow (q) from Route 4 T(6-0), P0(6 0) 12-0 0174689 0.343 30 101-0 4827 13800 16'-11 2.953 30 101-0 37.56 21/2 (See Notes) 132'11/2 120 23.090 Flow (q) from Route 5 T(12 0) 3E(6 0) P0(120) 42-0 0019110 -5.419 41 22'-6 8583 27050 174 1% 3328 41 22-6 4 (See Notes) 68'11 120 20.999 E(10 0) P0(20 0) 30-0 0001977 -0.000 40 22'-6 8583 43100 98 0196 40 22-6 6 (See Notes) 120'8 120 21.194 T(37'-8/2) 37-8% 0000298 0.000 11 22'-6 8583 63570 158 0.047 21 .241 Total(Pt) Route 3 1005 9-0 5.6 24.16 1 (See 1-3% 120 18.607 '' ' •• Route 4' Sprinkler, E(2'-3/2) 231/2 Notes / 0.160129 -0.560 36 10 31/2 24.16 1.0800 0 576 36 10-3% 1 (See Notes) 0'5% 120 18.623 E(2 0) 2'-0 0184531 34 103% 2416 10490 2'-51/2 0.454 34 10'-3Y 1 (See Notes) 0'6 120 19.076 E(2'-3/2) 2'-3½ 0160129 -0.217 35 109% 2416 10800 291/2 0.449 35 10-9% 1/4 10-0 , 120 19.309 0048533 32 10 91/2 2416 13800 101-0 0.485 f, © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 REMOTE AREA #10 4/7/2016 12:46:52PM Page 6 Job Name: Drawing2 Remote Ara Number: REMOTE AREA #10 Date: 4/7/2016 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 Elev(Pe) Node 2 -- Total Flow Actual ID Total (Foot) Friction(Pf) 19.794 Total(Pt) Route 4 1003 91-0 5.6 25.11 1 (See Notes) 1'-31/2 120 20.099 ••••• Route 5.' Sprinkler, E(2'-3/2) 2-3% 0171972 -0.560 29 10 3% -. 2511 10800 0.618 29 10-3% 1 (See Notes) 2'O% 120 20.157 E(2 0) 2-0 0198177 28 10-3% 25.11 1.0490 4 01/2 0.801 28 10'-3% 25.11 1 1.0800 (See Notes) 0'6 120 20.958 T(5'-9) 5-9 0.171972 -0.217 27 10'-g% 6-3 1.077 27 10-9% 1% (See Notes) 4'11 120 21.818 1(6 0) P0(6 0) 12-0 0052122 0.343 26 101-0 2511 13800 16 0.881 26 10-0 12.46 21/2 11'-5% 120 23.043 Flow (q) from Route 8 0.004142 30 101-0 37.56 2.7050 11-5% 0.047 23.090 Total(Pt) Route 5 1000 91-0 5.6 25.30 1 (See Notes) 1'3% 120 20.410 '••'Route6'''•' Spnnkler, E(2 3%) 2-3% 0174432 -0.560 17 10 3% 2530 10800 0627 17 10'-3% 1 (See Notes) 1,-1 120 20.477 E(2 0) 2'-0 0201012 16 10 31/2 2530 10490 3-1 0620 16 10-3% 1 (See Notes) 0'-6 120 21.097 E(2'-3%) 2'-3% 0.174432 -0.217 15 10-9% 25.30 1.0800 2-9% 0.489 15 10-9% 11/4 (See Notes) 14'11 120 21.369 1(6 0) P0(6 0) 12-0 0052867 0.343 14 100 2530 13800 26 1.422 23.135 Total(Pt) Route 6 3 -2'-0 100.00 8 (See Notes) 18'2 150 44.051 '•• Route 7••••' Hydrant, E(27'-2), T(52'-10) 80-0 0.000086 2.426 2 -7-7% 100.00 7.9800 98'-2 0.008 , 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #10 4/7/2016 12:46:52PM Page 7 Job Name: Drawing2 Remote Area Number: REMOTE AREA #10 Date: 4/7/2016 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) P1 Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID 00 Fructuon(P 2 -7'-7Y 43.04 8 (See Notes) 20 150 46.485 Flow (q) from Route 9 Water Supply 0000168 -0.008 1 -T-7 14304 79800 2'-0 0.000 46.477 Total(Pt) Route 7 18 101-0 21/2 12-7 120 23.036 ••••Route8'•••' 0000538 26 101-0 1246 27050 12 0.007 23.043 Total(Pt) Route 8 4 -3'-2% 8 (See Notes) 1861'7 150 44.545 •••••Route 9•• 2E(27'-2), EE(13 7) 67.11 0.000018 1.905 2 -T-71/2 43.04 7.9800 1929'-51/2 0.035 46.485 Total(Pt) Route 9 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v120.47.O REMOTE AREA #10 4/7/2016 12:46:52PM Page 8 Job Name: Drawing2 RemtDte Area Number: REMOTE AREA #10 Date: 4/7/2016 ly le.-•1 IP:YalU 11u.ltiPher j Actual Inside Diameter 4.87 F Factor Schedule 40 Steel Pipe Inside Diameter) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fitt ng. Legend :. 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 DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 45° Elbow Eel 11W Elbow Ee2 221,40 Elbow f Flow Device fd Flex Drop FOC 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 I Tee Flow Turn 90° Ti Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap f,© M.E.P.CAD, Inc. 4,11 AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #10 4/7/2016 12:46:52PM Page 9 EA Low Pressures for High Hazards 0.70" Orifice, 14.0 K, 7ps1 (0,5 bar) Minimum End - Head Pressure (SIN R4613) Features The Reliable Model G VELO pendent sprinkle offers opportunity for: f. Pipe size reduction. Fewer sprinklers. Elimination of booster pumps. The best choice for densities of 0.38 gpm/ft2 (15 L/min Im2 ) or larger. Simplifies future ESFR conversions. US Patents: 5.890.657 and 5.915.479 Listings & Approvals Listed by Underwriters Laboratories, Inc. and Certified by UL for Canada (cULus). Approved by Factory Mutual (FM) as a storage sprinkler NYC MEA 258-93-E UL Guide Number VN IV UL Listing Category Sprinklers, Automatic and Open; Sprinklers for Storage Protection (Control Mode Density Area) Technical Data Sprinkler Type NominalSprinkler K Factor Height Sprinkler Identification Number (SIN) us I Metric Pendent 0.70 3.10" orifice with 3/4" 14.0 I 200.0 (79mm) R4613 NPT (R3/4)I Note: This product has been tested and listedfor storage applications to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers for the protection of high-piled storage Product Description The Reliable Model G VELO sprinkler is a Very Extra Large Orifice pendent sprinkler that has been designed to control high challenge fires in both palletized and rack storage occupancies utilizing lower water pressures. The Model G VELO pendent utilizes a center strut solder in compression fusible element. Bulletin 146 Rev. H / Model G VELO Pendent Very Extra Large Orifice Sprinkler CD It has been proven in UL and FM full-scale fire testing and complies with all applicable mechanical and hydrau- lic requirements of the latest sprinkler standards. This product is intended for use as a standard response standard spray sprinkler in hydraulically designed systems with a minimum pressure of 7 psi (0,5 bar) in accordance with the area/density curves of NFPA 13*. Design Criteria The following criteria apply when designing an automatic sprinkler system utilizing the Model G VELO sprinkler for NFPA 13* applications. Sprinkler spacing shall b imum of 6 ft. (1.8m). Minimum design pressu( 7 psi ,5 bar). Factory Mutual (FM) Appr r Model G VELO sprin- kler allows installation into drops or branch line fittings. Factory Mutual (FM) Loss Prevention Data Sheets con- tain requirements which differ from NFPA. The Model G VELO is Approved by Factory Mutual installations gov- erned by Data Sheets 8-9 and 2-0. Note: The Model G VELO sprinkler is not a 'Large Drop" or "ESFR sprinkler". Temperature Ratings Classification Sprinkler Rating Maximum Ceiling Temperature Frame Color OF I °C OF C Ordinary 165 74 100 I 38 Uncolored Intermediate 212 I 100 150 I 66 White High 286 I 141 225 I 107 1 Blue For sprinkler standards prior to 1999 edition of NFPA 13 use NFPA AS1600663137 TIGER RUN CT BLDG D AS1600673145 TIGER RUN CT BLDG F The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Finishes Standard Finishes(') Approvals Natural Bronze(') Bright Chrome Satin Chrome Approved for all Special Application Finishes Temperature Ratings Lead Wax Wax/Lead (1) cULus listed. (2 FM approved for Natural Bronze 0ii1y. Installation Reliable's Model G VELO Pendent sprinkler must be in- stalled according to the NFPA Standards or the appropri- ate Factory Mutual Loss Prevention Data Sheet and the Authority Having Jurisdiction. Installation Approvals Distance from Deflector to Top of Commodity Underwriters Laboratories, Inc. (cuLus) 36' Factory Mutual Research (FM) Maintenance Model G VELO Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Prior to installation, sprinklers should be maintained in the original cartons and pack- aging until used to minimize the potential for damage to sprinklers that would cause improper operation or non- operation. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Model H Sprinkler Wrench Use only the Model H sprinkler wrench for sprinkler removal and in- stallation. Any other type of wrench may damage the sprinkler. t MODEL G VELO PENDENT 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. Productsmanufactured 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. JQ Recycled Reliabl (800) 431-1588 Sales Offices ' Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 07/14 P/N 9999970138 Eli t, iL'j kkD Worldwide L Fire Protection Contacts Products - - _.I ..E _;IPVlriFbIhJ111I ;1I r II jPendent1 TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occu- pancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installa- tion rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers used in ordinary hazard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. Series EC-11 and EC-14 Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific appli- cation listing for use under concrete tees. Series EC-11 and EC-14 Extended Coverage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprin- klers. These tests have shown that the protection provided is equal to or more effective than standard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corro- sion-resistant coated sprinklers passed standard corrosion tests of the appli- cable approval agencies, this testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity shiu1d be consid- ered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. ymtICEI Series EC-11 and EC-14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. Contact the installing contractor or product manufacturer with any questions. NOVEMBER 2014 Sprinkler Identification Numbers (SINs) TY5137 - Upright, 11.2K 1Y5237 - Pendent, 11.2K TY6.137 - Upright, 14.0K TY6237 - Pendent, 14.0K TY5137 is a re-designation for C5137, G1894, and S2510. TY5237 is a re-designation for 05237, G1893, and S2511. TY6137 is a re-designation for C6137, G1896, and S2610. TY6237 is a re-designation for C6237, G1895, and S2611. TFP22O WRENCH 3/40 FIAT NPT** 2-7/16" (61,9 mm) UPRIGHT & PENDENT I- 1/2" (12,7m J NOMINAL MAKE-IN TFP22O Page 2of8 ESCUTCHEON PLATE SEATING SURFACE / 1-11/16 (42,7 mm CROSS UPRIGHT PENDENT SECTION Components: 1 1-Frame 2 - Button 3 - Sealing Assembly 2 4-Bulb 5 - Compression Screw 6 - Deflector 3, * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 6* FIGURE 1 SERIES EC- Il AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY ,'7Thqi1 Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval infor- mation including corrosion-resistant status. The approvals apply to the service conditions indicated in the Design Criteria section. Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corrosion-resis- tant status. The approvals apply to the service conditions indicated in the Design Criteria section. The Style 60 Two-Piece Flush Escutcheon (Figure 4) is UL Listed and FM Approved for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 gpm/psi112 (161,3 1pm/barl/2) K = 14.0 gpm/psi112 (201,6 1pm/bar112) Temperature Ratings Refer to Table A. Finish Sprinkler: Refer to Table A. Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical Characteristics Frame .......................Bronze Button.......................Bronze Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb ...................Glass (3 mm) Compression Screw............Bronze Deflector......................Brass The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C-UL Listing or FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C. TFP22O Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) ___________________________ Natural Brass I Chrome Plated Polyester* Lead Coate d Upright K=11.2 (TY5137) 135°F (57°C) Orange 1, 2,,3—, 4 155°F (68°C) Red 175°F (79°C) Yellow Light Pendent Table B describes Kr11.2 (1Y5237) K=14.0 (1Y6237) 1, 2, 4 1, 2, 4 200°F (93°C) Green 286°F (141°C) UL and C-UL Blue Recessed Pendent K=11.2 (TY5237) K14.0 (TY6237) With Style 30 Escutcheon 135°F (57°C) Orange 1,2,3,4 1, 2, 4 N/A Sensitivity Rating Table C describes FM Sensitivity Rating 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Ordinary Table B describes UL and CUL Sensitivity Rating Table C describes FM Sensitivity Rating Upright (<=11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C) Orange 1, 2, 3, 4 1,2,3,4 155°F (68°C) Red 175°F (79°C) Yellow 1, 2, 4 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent K11.2 (TY5237) K14.0 (TY6237) With Style 30 or 40 135°F (57°C) Orange 1,2, 4 N/A 155°F (68°C) Red 175°F (79°C) Yellow Escutcheon 200°F (93°C) Green Notes (5). Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Cor- Listed by Underwriters Laboratories, Inc. (UL) rosion Resistant Sprinklers Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Frame and Deflector only. Approved by Factory Mutual Research Corporation (FM) ** Pendent Only Approved by the City of New York under MEA 17703E N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS Light Hazard Ordinary Hazard Area Style 135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) (57°C) (68°C) (79°C) (93°C) (141°C) Upright or Pendent - - - - - OR QR OR OR OR 14 x 14 Style 30 Recessed - - - - - OR QR OR QR OR Style 40 Recessed - - - - - OR OR OR OR QR Upright or Pendent OR' OR' QR QR* OR' SR SR SR SR SR 16 x 16 Style 30 Recessed OR' QR* OR' OR' OR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent QR' OR' OR' OR' QR* SR SR SR SR SR 18 x 18 Style 30 Recessed OR' QR* QR* OR' QR SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent QR* OR' OR' SR SR* SR SR SR SR SR 20 x 20 Style 30 Recessed OR' OR' OR' SR* SR* SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A NIA SR SR SR SR SR QR: Quick Response SR: Standard Response N/A: Not Applicable 'Does not apply to Upright (<=14.0 TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-il OR EC-14 SPRINKLERS (Refer to Table D for Permitted K-Factor/Area Combinations) TFP22O Page 4 of 8 HC-1 Linear Spacing AreaSpacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or 11.2 EC Pendent or Combustible Unobstructed 14.0 EC Upright 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or 11 .2 EC Pendent Recessed Combustible Unobstructed 14 . 0 EC Style 30 Quick 10 20 100 400 Up to 30 Combustible obstructed 11.2 EC Pendent or 14,0 EC Upright 10 20 100 400 Up to 30 Combustible obstructed 11 .2 EC Pendent Recessed 14.0 EC Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright 10 20 100 400 Up to 30 14.0 EC Pendent or Combustible Unobstructed Upright Quick 10 16 100 256 Over 30 and up to 45 11.2 EC 14.0 EC Upright HC-3 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright 10 20 100 400 Up to 30 14.0 EC Pendent or Combustible Unobstructed Upright Quick 16 256 ___ 100 ______ Over 30 and up to 45 11.2 EC,10 __________ 14.0 EC Uprigh It NOTE The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar). For flow criteria, refer to FM Loss Prevention Data Sheet 3-26. TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC- li OR EC-14 SPRINKLERS (Note: Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-factor/area combinations) UL and C-UL Listing Requirements Series EC-11 and EC-14 Sprinklers may be used for the coverage areas shown in Table D, based on main- taining the minimum specified flow rate as a function of coverage area and hazard group for all sprinklers in the design area. Series EC-11 and EC-14 Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13; for example: Unobstructed, combustible or noncombustible, ceiling construc- tion with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, non-combustible, ceiling construction with a deflector location below struc- tural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). Series EC-11 and EC-14 Sprinklers, specifically tested and listed for non-combustible obstructed construction, are permitted to be used within trusses or bar joists having non-combustible web members greater than 1 inch (25.4 mm) when applying the 4 times obstruction criteria rule defined under "Obstructions to Sprinkler Discharge Pattern Development". To prevent cold soldering, the minimum allowable spacing between Series EC-11 and EC-14 Sprinklers, is 8 feet (2,4 m) for upright sprinklers and 9 feet (2,7 m) for pendent sprinklers. TFP22O Page 5 of 8 Description (Area Light Hazar"\ , 0.10 gpm/ft2 Group I Ordinary Hazard 0.15 gpm/ft2 Group If Ordinary Hazard 0.20 gpm/ft2 gpm psi gpm psi gpm psi 14x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 TV5137 (K=11.2) Upright 18x18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14x14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 TY5237 (K=11.2) Pendent 18 x 18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14 x 14 N/A 39 7.8 51 13.3 16x16 N/A N/A 39 7.8 51 13.3 TY6137 (K=14.0) Upright 18x18 N/A N/A 49 12.3 65 21.6 20x20 N/A N/A 60 18.4 80 32.7 14 x 14 37 7.0 39 7.8 51 13.3 16 x 16 37 7.0 39 7.8 51 13.3 TY6237 (K=14.0) Pendent 18x18 37 7.0 49 12.3 65 21.6 20x20 40 8.2 60 18.4 80 32.7 1 ft. = 0.3048 m 1 psi = 0.06895 bar 1 ft.2 =0.093 m2 1 gpm = 3.785 1pm 1 gpm/ft2 = 40.74 mm/mm TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC- 11 AND EC-14 SPRINKLERS 5. Series EC-11 and EC-14 Sprinklers are to be installed in accordance with all other requirements of NFPA .13 for extended coverage upright and pendent sprinklers; For example, obstructions to sprinkler discharge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. UL and C-UL Specific Application Listing Requirements for Installation under Concrete Tees Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 and 1Y6237) have a UL and C-UL Specific Application Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee construc- tion must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m). However, where the concrete tee length exceeds 32 feet (9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Sprinklers are to be installed in accordance with the applicable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non-storage and/or non-flam- mable or combustible liquid) occu- pancies. Information provided in the FM Loss Prevention Data Sheets relates to, but not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to-ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with Factory Mutual requirements before proceeding with design. TFP22O Page 6 o 8 2-7/8' DIA. 1/2±1/8' (73,0 mm) 1/2 (12,7mm) (12,7±3,2 mm) - 2-1/4" DIA. 1/4' (6,4 mm) FACE OF (57,2 mm) SPRINKLER Lç 7) 1/8" FITTING (3,2 mm) =G/ MOUNTING OUNPLATE CLOSURE (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 SERIES EC- 11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. 5/8±1/4' (73,0 mm) 3/4'(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4' (6,4 mm) FACE OF (57,2 mm) SPRINKLER FITTING (3,2 mm) MOUNTING MOUNTING SURFACE PLATE CLOSURE 1-3/8" (34,9 mm) 7/8" (22,2 mm) FIGURE 3 SERIES EC-li AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 2-7/8' DIA. (73,0 mm) 2-1/4' DIA. INTERNAL (57,2 mm) DIMENSIONS OF I STYLE 60 ESCUTCHEON I ACCOMMODATE I CLASS 150 MALLEABLE FACE OF IRON REDUCING SPRINKLER FITTING: SPRINKLER FITTING 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING MOUNTING SURFACE LJ 1/8" SURFACE I (3,2 mm) / ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE CLOSURE TO 1/2" (12,7 mm) BELOW 2-5/16" (58,7 mm) 3/4" NPT MOUNTING SURFACE; MOUNTING 1-13/16' (46,0 mm) 3/4' (19,1 mm) TOTAL PLATE ADJUSTMENT FIGURE SERIES EC- 11 AND EC- 14 PENDENT SPRINKLER ASSEMBLY WITH 314 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON a minimum-to-maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under or over- tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other "FITTING SIDE" TOWARDS SPRINKLER FITTING /\ WRENCH RECESS / (END "A") FIGURE 5 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS - 400 WRENCH HEX FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH applicable escutcheon) over the sprinkler pipe threads and with pipe- thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers wrench-tighten using only the Installation Series EC-11 and EC-14 Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying TFP22O Page 7 of 8 P/N 51 - XXX -X --XXX I SIN SPRINKLER TEMPERATURE FINISH RATING 893 11.2K PENDENT TY5237 1 NATURAL BRASS 135 135°F (57°C) 894 11.2K UPRIGHT TY5137 4 SIGNAL WHITE (RAL9003) 155 155°F (68°C) POLYESTER 895 14.0K PENDENT TY6237 5 JET BLACK (RAL9005) POLYESTER 175 175°F (79°C) 896 14.0K UPRIGHT TY6137 7 LEAD COATED 200 200-F (93-C) * Escutcheon ordered separately 9 CHROME-PLATED 286 286°F (141°C) 000 OPEN** ** OPEN indicates sprinkler assembly without glass bulb, button, and sealing assembly. TABLE E SERIES EC- 11 AND EC- 14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). Care and ___ 1ii TYCO Series EC-11 and EC-14 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Frequent visual inspections are recom- mended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards recognized by the Approval agency (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-li or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temper- ature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two-Piece Specify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify*) Flush Escutcheon, Two-Piece Specify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet 1FP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 TFP22O - 'Page 8of8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqcu TEFLON is trademark of The DuPont Corporation. Fire Protection Products e EXTENDED COVERAGE HORIZONTAL SIDEWALL EXTENDED COVERAGE RECESSED HORIZONTAL SIDEWALL EXTENDED COVERAGE LIGHT HAZARD A UTOMA TIC SPRINKLERS GL SERIES HORIZONTAL SIDEWALL N FIRE SPRINKLER CORPORATION DESCRIPTION AND OPERATION The Globe Models GL8128, GL8129 and GL8174 Extended Coverage Horizontal Sidewall Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it serves to protect various area coverages and should be installed in accordance with NFPA 13. This sprinkler series is available in various temperature ratings and several finishes to meet many varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangi- ble glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid with- in 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. TECHNICAL DATA 'See reverse side for Approvals and Specifications. 'Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 2000 (93°C) 'Water Working Pressure Rating - 175 psi (12 Bars) 'Factory tested hydrostatically to 500 psi (34 Bars) 'Maximum low temperature glass bulb rating is -670F (-55°C) 'Frame - bronze 'Deflector - brass Screw - brass -Bulb seat - copper 'Spring - nickel alloy Seal - teflon 'Bulb - glass with alcohol based solution, 3mm size 'Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION LASSIFICATION AVAILVABLE SPRINKLER BULB COLOR NF.P.A. MAXIMUM CEILING TEMPERATURES TEMPERATURE ORDINARY '- ORANGE/RED 3 6 C INTERMEDIATE 7-iL YELLOW/GREEN NOVEMBER 2015 A-46 BULLETIN GL8128, REV. #6 3/4" ADJUSTMENT Mgo FIRE SPRINKLER CORPORATION NOVEMBER 2015 EXTENDED COVERAGE LIGHT HAZARD AUTOMATIC SPRINKLERS GL SERIES HORIZONTAL SIDEWALL SPECIFICATIONS AND APPROVALS SIN STYLE NOMINAL THREAD LENGTH FINISHES cULus NYC-DOB MEA MODEL "K" FACTOR SIZE 101 -92-E GL8 128 Factory Bronze GL8129 HORIZONTAL 8.1 3/4"NPT 3" Chrome X X SIDEWALL (116 metric) (20mm) (7.6cm) White Polyester GL8174 Black Polyester1'2 NOTE: METRIC CONVERSIONS AREA PROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED AS CORROSION RESISTANT WHEN SPECIFIED ON ORDER. cULus LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY SIN MODEL STYLE TEMPERATURES MAX. AREA OF COVERAGE LENGTH x WIDTH Feet (Meters) MIN. PRESSURE PS.!. (bars) MIN. FLOW G.P.M. (Llmin.) DEFLECTOR TO CEILING DISTANCE Inches (mm) MIN. DISTANCE BETWEEN SPRINKLERS Feet (Meters) 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) HORIZONTAL OR OR QR QR 16 (4.9)x 16(4.9) 10.3 (.71) 26(98) 16 (4.9) x 18 (5.5) 12.8 (.88) 29 (110) 0L8128 SIDEWALL & RECESSED HORIZONTAL SIDEWALL 4(101.6) to 6(152.4) OR SR -- SR 16(4.9) x 20(6.1) 16.6 (1.14) 33(125) QR SR -- --- 16(4.9) x 22 (6.7) 20.8(l.43) 37(140) QR* SR** -- -- 16(4.9) x 24(7.3) 26.8(l.85) 42(159) HORIZONTAL QR QR QR QR 16(4.9) x 16(4.9) 10.3 (.71) 26(98) QR OR OR SR 16(4.9) x 18(5.5) 12.8 (.88) 29(110) GL8129 SIDEWALL & RECESSED HORIZONTAL SIDEWALL 6(152.4) to 12(304.8) 6(1.8) OR SR -- SR 16(4.9) x 20(6.1) 16.6 (1.14) 33(125) QR* SR --- --- 16 (4.9) x 22 (6.7) 20.8(l.43) 37 (140) QR* SR** --- 16 (4.9) x 24 (7.3) 26.8(l.85) 42 (159) HORIZONTAL 16 (4.9) x 16 (4.9) 12.0 (.83) 28 (106) GL8174 SIDEWALL & RECESSED HORIZONTAL . SR -- -- - 12(304.8) 18(457.2) 16 (4.9)x 18(5.5) 14.6(l.00) 31(117) to 16(4.9) x 20(6.1) 18.7(l.29) 35 (132) 16 (4.9) x 22 (6.7) 20.8 (1.43) SIDEWALL 37 (140) NOTE: METRIC CONVERSIONS ARE APPROXIMATE SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPAI3 AND ANY OTHER RELATED DOCUMENTS. FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED, USE THE MINIMUM FLOW FOR THE NEXT HIGHEST COVERAGE AREA FOR WHICH HYDRAULIC DESIGN CRITERIAARE STATED. *LISTED FOR USE WITH 1/2 ADJUSTABLE RECESSED CUP. **NOT LISTED FOR RECESSED INSTALLATIONS. flilon=E31iii IA lf°s II7 A rir° Al CROSS SECTIONS #l"llY lIVE' %Jl'I Vt/A I IIJIV SPECIFY -Quantity Model Number Style Orifice Thread Size .Temperature Finishes desired J -Quantity - Wrenches - P/N 312366 fl't*6'(0L612°) -Quantity - Recessed Wrenches - P/N 325401 J Quantity - Protective Caps -PIN 327109-CAP (Friction Fit Recessed) 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 PRINTED U.S.A. BULLETIN GL8128 REV. #6 V.3 ma UTAM 1/2" ADJUSTMENT t~-& I, ft e QUICK RESPONSE EXTENDED COVERAGE PENDENT QUICK RESPONSE RECESSED EXTENDED COVERAGE PENDENT I 1. I .- 'I.. I• ' " Fk.z ('-11iJ QUICK RESPONSE EXTENDED COVERAGE LIGHT HAZARD A UTOMA TIC SPRINKLERS MODEL GL8109 PENDENT DESCRIPTION AND OPERATION The Globe Quick Response Model GL8109 Extended Coverage Pendent Sprinkler for Light Hazard occupan- cies is 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 this Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard light hazard ex- tended coverage pendent sprinklers are specified; but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction, in accordance with their listings and in accor- dance with NFPA 13. 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 pre- scribed temperature the internal pressure within the am- pule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Rating - 135°F (57°C), 155°F (68°C), 175°F (79°C) and 200°F (93°C). sWater Working Pressure Rating - 175 psi (12 Bars). Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-550C). Frame - bronze • Deflector - brass • Screw - brass Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size. Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE BULB SPRINKLER TEMPERATURES COLOR ORDINARY 135F/155F : 57°C168°C ORANGE/RED INTERMEDIATE Y 175F-f2OO-F1 7'C193°C YELLOW/GREEN 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 N.F.P.A. MAXIMUM CEILING TEMPERATURE 1OOF 38C 15.OF 66G 989-846-4583 FAX989-846-9231 JULY2005 A-41 BULLETIN GL81O9, REV. #5 QUICK RESPONSE ExTENDED COVERAGE LIGHT HAZARD AUTOMATIC SPRINKLERS MODEL GL8109 PENDEVT SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES Factory Bronze tin Chrome' 8.1 (116 metric) 3/4' NPT 3" (7.6 ) Bright Chrome White Rlyester2 Black Fblyester2 Leal Coated' NO IL: ML I KIC UONVLI'S!ONS AI<L AIF'KOXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2AVAILABLE AS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN MODEL K FACTOR 135°F 57°C 155°F 68°C 175°F 79°C 200°F 93°C cULus PENDENT GL8109 8.1 X X X X X U.L. LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY SIN AREA OF MIN. PRESSURE MODEL STYLE TEMP. COVERAGE P.S.I. FLOW IN G.P.M. 135°F/57°C 16'x 16' 10.3 26 Standard 155°F/68°C GL8109 & 1750F/790C 18'08' 16.6 33 Recessed 200 °F193 °C I I 1350F/57°C 20 x 20' 24.4 40 NOTE: DUE TO THE HIGH SPRAY PATTERN CREATED BY THIS SPRINKLER, THERE MUST BE A MINIMUM SPACING OF 8'-0" BETWEEN SPRINKLERS TO ELIMINATE THE RISK OF COLD SOLDERING. - ORDERING INFORMATION SPECIFY - - ................................................................... - 9 - ........ CROSS SECTION Quantity ° Model Number • Style *Orifice Temperature Finishes desired Quantity - Wrenches - P/N 312366 Quantity - Recessed Wrenches - P/N 325401, Rev. D Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) 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 f iifl 5PU . 1-800-248-0278 www.globesprinkIer.com PRINTEDU.S.A. BULLETIN GI-8109, REV. #5 A MOUNTING FASTENERS LISTED Wood Steel — 1/4 or #14 Tek Fastener - Qty. Steel Min. Qty. Steel No Pre Drill Pipe Thickness Pipe 1/4x 1 /2 LB 2 3 14 GA. 2 4 4 4 16 GA. 2 2 #14x1Y2SMS 2 3 4 4 4 4 Wood — Thru 5/8 Gyp. Steel - #10 SMS or #905 1/4x2LB 2 2 18 GA. 4 2/2 4 4 20 GA. 4 2Y #14x2SMS 2 2 22 GA. 4 2 SMS - Shoot Metal Screw DS— Drive Screw LB = Lag Bolt yp Gypsum Board Gyp= 10/15. P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 610 CEILING PLATE SIZE - ROD: 3/8" SIZE - SYSTEM PIPE: 4" max. MATERIAL - Carbon Steel or S.S. (Type 304). FINISH - E.G. LISTING/APPROVAL - c®LISTED -llS,0, -EX2551 FUNCTION - Attachment component of an AFCON hanger. To support horizontal piping. INSTALLATION - Per NFPA 13 and these instructions. Install on horizontal mounting surface. ASSEMBLY/ATTACHMENT - See drawing. *FASTENER LOCATION OPTIONS - See chart. SPECIAL c®us FASTENERS PER NFPA 13 LISTED FOR STEEL PIPE - SEE TABLE. FEATURES *Fastener Locations * Fastener array for enhanced mounting ability. 2 @ A - C orB-ST Wood I-Joist - alternative to joist clamp. spaces fasteners remote from web element. Steel web joist - self centers in chord space. * Offset tapped rod bore allows 3/16" thread through. ORDERING - Part # and finish. If. *URN Mv od(30 050&1M& WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C51 0 (with gates only), and C550 CSA® Certified 1364.5 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2 - 8") NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backf low Assembly 3/4" Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Features Sizes: 2 1/2fl*, 3* , 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI 1316.1 Class 125 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) WILKINS (with OS&Y gates) , (with BG valves) Options (Suffixes can be combined) U, - with flanged end OS & Y gate valves (standard) U L - less shut-off valves (grooved body connections) U LM - less water meter U - with remote reading meter U - with gallon meter (standard) U CFM - with cu ft meter U CMM - with cu meter meter U G - with grooved end connections U FIG - with flanged inletconnection and grooved outlet connection U P1 - with Post Indicator Gate Valves U BG - with grooved end butterfly valves with integral supervisory switches U BF - with flanged end butterfly valves with integral supervisory switches Accessories U Repair kit (rubber only) U Thermal expansion tank (Model XI) U OS & Y Gate valve tamper switch (OSY-40) MODEL 350ADA SIZE in. mm WEIGHT LESS SHUTOFF VALVES lbs. I kg OSY GATE VALVES FLANGED lbs. I kg OSY GATE VALVES GROOVED lbs. I kg BUTTERFLY VALVES FLANGED lbs. kg BUTTERFLY VALVES GROOVED lbs. kg 2 1/2 65 105 48 192 87 184 83 157 71 147 67 3 80 1 104 47 210 95 200 91 162 73 148 67 4 100 1 91 41 230 104 204 93 147 66 139 63 6 150 141 64 362 164 332 151 246 111 215 98 8 200 302 137 762 346 738 335 491 223 445 202 10 250 355 161 1024 464 902 409 628 285 570 259 MODEL . DIMENSION (approximate) 350ADA SIZE in mm A in I mm A WITH BUTTERFLY VALVES in I mm B LESS GATE VALVES in mm C in Imm D in mm OS&Y OPEN in I mm E OS&Y CLOSED in Imm E WITH BUTTERFLY VALVES in mm F in I mm G in mm 21/2 65 351/81 892 321/8 816 201/8 511 4 1/2 114 9 229 173/4 451 153/8 391 81/4 210 6 152 71/4 184 3 80 361/8 918 33 838 201/8 511 41/2 114 9 229 201/4 514 17 432 81/2 216 6 152 71/4 184 4 100 381/4 972 331/4 845 197/8 50514 1/2 114 9 229 221/2 572 181/4 464 9 229 6 152 8 j 203 6 150 471/4 1200 401/4 1022 25 71q 657 1 51/2 140 101/2 267 30112 775 24 1/4 616 7 178 10 254 8 200 62 1575 55 1397 38 1/2 978 10 254 12 305 37 940 281/2 724 #1/4260 81/2 216 11 279 10 250 645/8 1641 581/2 1486 381/2 978 10 254 12 305 455/8 1159 343/4 883 81/2 216 12 305 Attention: Model 35OADA (grooved body) and Model 350DA (flange body) have different lay lengths. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. E Date: 10/15 Document No. BF-350ADA Patent No. 5,913,331 Product No. Mode! 350ADA Page 1 of 2 252.4 = 104T a) 69 Flow Characteristics MODEL 350ADA2 1/2", 3" &4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37.9 t2 15 U) Q. 0 Rated Flow (established by approval agencies) 50.5 104 69 CL 0 200 400 600 FLOW RATES (GPM) MODEL 350ADA6", 8"&10' (STANDARD& METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 U) 15 0 NEWMENNUMENIN w 10 •:" UD. U) U) ILl 0 1000 2000 3000 FLOW RATES (GPM) 800 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12 (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 2 1/2 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 1 3525 1 5288 PROTECTITE ENCLOSURE - - 'Ell HI irIl= ff'L' IIII .II.II5 IIII. MODEL 350ADABG (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 SECTION CONTENTS Page No. General Information....................1 Installation Specifications............2 Material Specifications ...............2 Performance Data ........................3 Ordering Information..................7 1 h_ Steel Vertigo 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 Wood Vertigo ?owers FASTENERS PRODUCT INFORMATION VertigoTM Vertigo TM Rod Hangers 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 + 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. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers VertigoTM PRODUCT INFORMATION FASTENERS INSTALLATION SPECIFICATIONS Steel Vertigo Point Style #3 #5 Self Drilling Range 0.036 (20 gauge)— 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 114" 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. Installation Guidelines When installing Vertigo • ;: . 'r 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. 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 5/8 5/8 (through) (through) Width Width (flat to flat) (in.) 5/8 5/8 5/8 5/8 5/8 (in.) 13/16 13/16 13/16 13/16 13/16 Concrete Vertigo (Wedge-Bolt OT) Thread the appropriate diameter steel threaded rod or threaded bolt into the coupling. The threaded rod or bolt should fully engage the thread length of the coupling on a vertical mount fastener. The threaded rod or threaded portion of the bolt can pass through coupling of a side mount fastener. Wood 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 Anchor Thread 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. 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 AlSI 1018-1022 (Case Hardened) Zinc Plating ASTM 13633, SC1,Type Ill (Fe/Zn5) Concrete Vertigo (Wedge-Bolt OT) Component Component Material Anchor Body Case Hardened 10B21 Carbon Steel Zinc Plating ASTM 13633, SC1,Type III (fe/Zn 5) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 eawers FASTENERS PRODUCT INFORMATION VertigoTM Steel Vertigo - Ultimate Tension Load Capacities when Installed in Minimum ASTM A 36 Steel (Beams) and ASTM A 572 Steel (Purlins)1.2 Anchor Size I MinimumSteel Gauge (Thickness) 20 0.036" 18 0.048" 16 0.060" 14 0.075 12 0.105" 3116" 0.187" 114" 0.250" Rod Diameter in. Mount Direction Screw Shank Size and Length (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) - 1/4 Vertical 1/4-20 x 1 " 405 620 985 1,160 1,560 3,205 5,040 (6.4) (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 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" (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 1/4-20x1-1I2"(w/0 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 1/4-20 x 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 12-20 x 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 1-1/2"(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) - 1. For Steel Vertigo loaded perpendicular to threaded rod (shear) the ultimate load capacity for the anchor is 1,965 lbs in nominal 20 gage steel (0.036") 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 n 2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Vertical 1/4 x 1 1 (25.4) 685 (3.1) 650" 650 (2.9) (2.9) Side 1/4x1" 1 (25.4) 685 (3.1) 650 (2.9) 650 (2.9) Vertical . 1/4 x 2" 2 (50.8) 1,510 (6.8) 1,510 (6.8) 1,510 (6.8) Side 1/4 x 2" 2 1,800 1,800 1,800 3/8 . (50.8) (8.1) (8.1) (8.1) (9.5) Vertical " 1/4 x 3 2,075 1,510 1,510 (76.2) (9.3) (6.8) (6.8) Vertical 1/4 x " 4 (101.6) 2,075 (9.3) 1,510 (6.8) 1,510 (6.8) Vertical 5/16" x2-1/2" 2-1/2 (63.5) 2,670 (12.0) 3,110 (14.0) 3,110 (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) I. 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. 2. 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 wwwpowers.com 3 ?owers VertigoTM PRODUCT INFORMATION FASTENERS Concrete Vertigo - Ultimate Load Capacities when Installed in Normal-Weight Concrete',' Anchor Size / ANSI Drill Bit Embed. Depth Minimum Concrete Compressive Strength (f c) psi (13.8 MPa) 4,000 psi (20.7 MPa) 6,000 psi (41.4 MPa) Rod Diameter Mount Screw Shank Size Diameter k2,000 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"x 1-1/4" 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"x 1-112" 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 3/8"x2-314" 3/8" 2-3/4 5,320 5,250 6,050 6,330 8,620 7,410 (12.7) (69.9) (23.9) 1 (23.6) 1 (27.2) (28.5) (38.8) (33.0) The values listed above are ultimate load capacities which should be reduced by a minimum safety (actor 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 1.2.1,4 Lightweight Concrete Over Minimum 20 Ga. Metal Deck Anchor Size! Embedment Depth ft ~! 3,000 psi (20.7 MPa) Minimum 4 1/2" Wide Deck Rod Diameter h 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 [0.035-inch base metal thickness (0.89 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',' Anchor Size! Rod Diameter ANSI Drill Bit Diameter Embedment Depth Center of Web Center of Core Mount Screw Shank Size lbs. lbs. in. Direction and Length dbit in. (kN) (kN) (mm) in. (mm) 1/4 (6.4) Vertical 114"x 1-1/4" 114" 1-1/4 2,775 (12.3) 1,920 (31.8) (8.5) 3/8 (9.5) Vertical 1/4"x 1-112 1/4" 1-1/2 (38.1) 2,570" 3,700 (16:5) (11.4) 1/2 (12.7) Vertical 3/8"x2-3/4" 3/8" 2-3/4 (69.9) 8,240 (36.7) 3,480 (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 1-1/2". 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. 4 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 eowers, FASTENERS PRODUCT INFORMATION VertigoTM Steel Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) Listings for Pipe Hangers' Anchor Size! Maximum UL Minimum FM Minimum Rod Diameter Mount Screw Shank Pipe Size Steel UL Test Load Steel FM Test Load Cat. No. i n. Direction Size and Point Style in. Thickness lbs. Thickness lbs. (mm) Length (mm) (kN) in. (kN) (mm) (mm) 4 0.060 1,475" 1,500 0.096 7158 Vertical 1/4-20x 1 #3 (101.6) (1.5) (6.8) (2.4) (6.6) 4 0.060 1,500 0.096 1,475 7184 Side 1/4-20x 1" #3 (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 0.060 1,500 0.096 1,475 (9.5) 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 4 0.060 1,500 0.096 1,475 7154 Vertical 12-20 x 1-1/2" #5 (101.6) (1.5) (6.8) (2.4) (6.6) 4 0.060 1,500 0.096 1,475 7188 Side 1/4-20x 2" #3 (101.6) (1.5) (6.8) (2.4) (6.6) 4 0.060 1,500 0.096 1,475 7201 Side 12-20 x 1-1/2" #5 (101.6) (1.5) (6.8) (2.4) (6.6) 7161 1/2 Vertical 12-20x 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 Screw Shank Embedment Depth UL Maximum UL Test Load FM Maximum FM Test Load Cat. No. i n. Mount Direction Size and . Pipe Size lbs. Pipe Size lbs. (mm) Length in. (mm) in. i (mm) (kN) in. (mm) (kN) 2 3 7165 Vertical 1/4 x 2" 1,050 (50.8) - - (76.2) (4.7) 7170 Side 1/4 x 2" 2 3 1,050 (50.8) - - (76.2) (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" x 2-1/2" 2-1/2 4 1,500 4 1,475 (63.5) (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) t. 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 in. Pipe Size . lbs. Length (mm) in. (kN) (mm) i n. (mm) 7173 3/8 (9.5) Vertical 1/4" x 1-1/2" . 1/4" 1-1/2 (38.1) 4 (101.6) 1,475 (6.6) 7175 1/2 (12.7) Vertical 3/8" x 2-3/4" 3/8" 2-3/4 (69.9) 4 (203.2) 3,800 (17.1) 1. Tabulated load values are for anchors installed in 8 inch thick hollow core plank with minimum compressive strength of 4,000 psi at the time of installation. The 4' x 6' normal-weight concrete Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com Lj ?owers VertigoTM PRODUCT INFORMATION FASTENERS Steel Vertigo - LJ!timate 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 #3 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 #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. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 ©wers FASTENERS PRODUCT INFORMATION VertigoTM Steel Vertical Hanger (#3 for Purlins, #5 for Beams) Cat. No. Rod Dia. Screw Shank Size and Length Point Style Self Drilling Range Std. Box Std. Ctn. 7155 1/4" 1/4"-20x1" #3 0.036" (20 gauge) to 0.188 (3/16") 100 500 7157 3/8' 1/4"-20x2" #3 100 500 7158 3/8" 1/4-20 x 1" (w/nut) #3 100 500 7159 3/8" 1/4"-20x1-1/2"(w/nut) #3 100 500 7160 3/8" 1/4"-20x1-1/2"(w/nut) #3 100 500 7152 1/4" 12"-20x1-1/2" 1 #5 0.188" (3/16") to 0.500" (1/2") 100 500 7154 3/8" 12-20 x 1-1/2" (w/nut) #5 100 500 7161 1/2" 12"-20x1-1/2"(w/nut) #5 100 500 Steel Side Hanger (#3 for Purlins, #5 for Beams) Cat. No. Rod Dia. Screw Shank Size and Length Point Style Self Drilling Range Std. Box Std. Ctn. 7183 1/4" 1/4"-20x 1" 43 0.036" (20 gauge) to 0.188" (3/16") 100 __ 500 7184 3/8" 1/4-20 x 1" (w/nut) 43 100 500 7186 3/8" 1/4"-20x 1-1/2" (w/nut) #3 100 500 7188 3/8" 1/4"-20x2" (w/nut) #3 100 500 7200 1/4" 12"-20 x 1-1/2" #5 0.188" (3/16") to 0.500" (1/2") 50 300 7201 3/8" 12-20 x 1-1/2" (w/nut) #5 1 100 600 Wood Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style Pre-Drill Diameter (If Required) Std Box Std. Ctn. 7163 1/4" 1/4"x2" Type 17 1/8" 100 500 7203 3/8" 1/4" xl" Type 17 100 500 7165 3/8" 1/4" x 2" Type 17 100 500 7167 3/8" 1/4" x3" 100 500 7169 3/8" 1/4" x4" 100 500 7162 3/8 5/16" x2-1/2 Lel 100 500 7164 1/2 5/16" x2-1/2" 100 1 500 Wood Side Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style Pre-Drill Diameter (If Required) Std. Box Std. Ctn. 7185 1/4" 1/4" xl" Type 17 1/8" 100 500 7205 3/8" 1/4" xl" Type 17 100 500 7170 3/8" 1/4" x2" Type 17 100 500 7156 3/8" 5/16" x2-1/2" Type 17 100 500 Concrete Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length I Thread Style I Pre-Drill Diameter (If Required) Std. Box Std. Ctn. 7171 1/4" 1/4" x 1-1/4" Wedge-Bolt OT 1/4" ANSI 100 500 7173 3/8" 1/4" x 1-1/2" Wedge-Bolt 01 1/4" ANSI 100 500 7175 1/2" 1/4" x2-3/4" Wedge-Bolt 01 3/8" ANSI 50 250 Drive Sockets and Pole Tool Cat. No. Description RPM Std. Box Ctn. 7166 6-12' Pole Tool (includes three Jaw Chuck) N/A 1 1 7187 Universal Steel & Wood Socket (Red) 500 to 1500 RPM 5 25 7195 1/4" Concrete Socket (Blue) - 5 25 7197 3/8" Concrete Socket (Blue) - 5 25 7198 1 1/2" Concrete Socket (Blue) - 5 1 25 Concrete Vertigo Installation Accessories Cat. No. Description Maximum Bit Length Std. Box Std. Ctn. Vertigo Installation Kit: 5864 1/4" and 3/8" Concrete Drive Sockets (Blue) 6" 1 3/4 Universal Steel & Wood Socket (Red) (Sleeve _Assembly _(same _as_Cat#_5874) 5874 Sleeve Assembly (5-3/4") 6" 1 - Cat. No. Description Usable Length Std. Tube wt./10 5866 1/4" x 6" Hex Shank SOS Drill Bit 4" 1 1/2 I © 2014 Powers Fasteners, Inc. All Rights Reserved. Vertigo is registered trademark of Powers Fasteners, Inc. For the most current product information please visit www.powers.com e Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 7 Snake+ ?owers Snake+TM PRODUCT INFORMATION FASTENERS Sn a ke+ internally Threaded Screw Anchor PRODUCTiDESCRIPTION SECTION CONTENTS Page No. The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for General Information....................1 performance in cracked and uncracked concrete. Suitable base materials include normal- Material Specifications................1 weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Installation Specifications...........2 Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Installation Instructions...............3 Performance Data........................4 GENERAL APPLICATIONS AND USES - Suspending conduit *,Interior applications/low level corrosion environment Cable trays and strut • Tension zone areas Pipe supports • Seismic and wind loading applications Fire sprinklers • Suspended lighting FEATURES ANDIBENEFITS + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation APPROVALS AND LISTINGS I International Code Council, Evaluation Service (ICC-ES), ESR-2272 Code compliant with the lBC, and IRC (see report for applicable code editions) Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3024502 (see report for sizes) INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYP.) 1/4", 3/8" and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck _,,_, -----,-.._L ------- w.approvaiguiue.c.orn - ripe ririyei wiiipuiiiii UI cll.JLUIIICUL )IIII".,c, y''' icc- GUIDE SPECIFICATIONS / 3_~ CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component Specification Anchor body Case hardened carbon steel Plating Zinc plating according toASTM B 633, SC1,Type III (Fe/Zn 5) Minimum plating requirement for Mild Service Condition This Product Available In Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com g 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 0owers FASTENERS PRODUCT INFORMATION Snake+TM INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications1'3 Nominal Anchor Size Anchor Property / Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter (d3) in. 0.375 (9.5) 0.500 (12.7) 0.750 (mm) (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter dbft in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness2 hmjn in. (mm) 3 (76) 4 (102) 4 (102) Overall anchor length in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Nominal embedment depth hom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hef • (mm) in.1.10 Not Applicable (28) 1.54 (39) Minimum edge distance2 Cmjn in. (mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 Smin in. (mm) Not Applicable 3 (76) 4 (102) Critical edge distance2 cac in. (mm) Not Applicable 3 (76) 4 (102) Maximum impact wrench power (torque) Tscrew ft.-lb. 120 (163) 345 (468) 345 (Nrn) (468) Maximum tightening torque of steel insert Tmax ft.-lb. 4 14 36 element (threaded rod or bolt) (N-rn) (6) (19) ___________________ (49) The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see illustration detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h f or 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element g • 4 4 4 4 - .. •.. --.. . - . 7-. . .. .-- --S. - IS. - .. 4 4 4 44 0 4 4 4 4 4 4 ..: 4dbit h lam C0 C0 C0 Irch - LL~ dbh -4 Do not exceed Do not exceed g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 ?owers Snake+TM PRODUCT INFORMANTION FASTENERS :-14ST—ALLATIO—N —INSTRUCTIONS Installation Instructions for Snake+ Screw Anchor . -- --p. 2 • 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212.15. 2.) Select a powered impact wrench that does not exceed the maximum torque, Tscrew, for the selected anchor diameter Attach the Snake+ setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting tool. A .D . A • .4. A: 3.) Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. , : A . .••4 •A 4.) Insert threaded rod or a bolt into the Snake-i-, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tmax. Minimum thread engagement should be at least one anchor diameter Installation Detail for Snake+ Installed Through Soffit of Steel Deck into Concrete STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT / CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) / / r 1" CLR. MIN. UPPER FLUTE (VALLEY) I jij, q l / A MIN3 )I 44 4 L 4 4•, A 14 M 4 / ANCHOR __ MIN41/2 4 4 TYP) M IN. 4-1/2' MIN. 12 (TYP) (TYP) -.- '— MIN 1-14" I LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE g 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers. FASTENERS PRODUCT INFORMANTION Snakei-TM UPERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of steel insert element -' ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm 2) ASTM A193, Grade B7 105.0 I (724) - Minimum specified ultimate strength of steel insert element ksi (N/mm2) ASTM A36 58.0 (400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element Arm in2 (mm2) 0.0775 (50) 0.1419 (50) Steel strength in tension Nrmll lb (kN) ASTM A36 4,495 (20.0) 8,230 (7.0) lb (kN) ASTM A193, Grade B7 9,685 (43.1) - Reduction factor for steel strength34 4) - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment hef in. (mm) 1.10 (28) I 1,54 (39) Effectiveness factor for uncracked concrete3 - 24 30 Effectiveness factor for cracked concretes k - . 17 24 Modification factor for cracked and uncracked concrete5 N11 - Cracked concrete = 10 Uncracked concrete 1.4 Critical edge distance Cac in. (mm) 3 (76) 4 (102) Reduction factor for concrete breakout strength3 4) - Condition B = 0.65 PULLOUTSTRENGTH Characteristic pullout strength uncracked concrete (2,500 PSI)6 IN TENSION (NON-SEISMIC APPLICATIONS)8 __ See lb (kN) note 7 T7ee Note 7 _______ Characteristic pullout strength, cracked concrete (2,500 PSI)6 See note 7 See Note 7 Reduction factor for pullout strength3 4) - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic(2,500PSl)69 N eq lb (kN) See note 7 I See Note 7 Reduction factor for pullout strength seismic3 4) - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength uncracked concrete over steel eck6,10 , UflCC NPdk lb (kN) 1,515 I (6.7) 1,625 (7.2) Characteristic pullout strength, cracked concrete over steel deck6'10 Npdkcr ' lb (kN) 1,075 (4.8) 1300 (.8) Reduction factor for steel deck3 4) - Condition B = 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements ot Section 0.3.3 shall apply. Installation must comply with published instructions and details. Al values of Øwere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318Appendix care used, the appropriate value of 0 must be determined in accordance with ACI 318 Section 0,4.5. It is assumed that the threaded rod or bolt used with the Srrake+ anchor will be a steel element as defined byACI 318 Section 0.1. However, the anchor steel is classified as non-ductile in seismic tension calculations. Steel failure does not control in this condition. For all design cases use 'PCN = 1.0. Select appropriate effectiveness factor for cracked concrete (k) or uncracked concrete (ku,,cr). For all design cases use P/p= 1.0. For concrete compressive strength greaterthan 2,500 psi, Ni,, = (Pullout strength value from tuble)*(specibed Concrete compressive strengtlsl2500)°'5. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nb and NP, are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for N, deck are for structural sand-lightweight concrete (f' = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section 0.5.2 is not required for anchors installed in the flute (soffit). For 2003 IBC, fete replaces f; N. replaces Ns; VJCN replaces UI; and Hug replaces The notation in brackets is for the 2009 IBC. g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ?owers Snake+TM PRODUCT INFORMATION FASTENERS -PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth h m in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM Al 93, Grade B7 105.0 (724) Minimum specified ultimate strength of steel insert element _________ ksi (N/mm2) ASTM A36 ?8 0 40b) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - _________ Effective tensile stress area-of steel insert element Ase in2 (mm2) 0.0775 (5 0) 0.1419 (50) 5 Steel strength in shear lb V 10 lb ()1) ASTM A36 770 (3.4) 1,995 (.9) ASTM Al 93, Grade B7 1 (/655 4) - Reduction factor for steel strength3 0 - 1 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Load bearing length of anchor (he f or 8ct whichever is less) 70 e in. (mm) 1.10 (28) 1.54 (39) Critical edge distance 0 - 3 (76) 4 (102) Reduction factor for concrete breakout3 0 - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (l.0 for he1<2.5 in, 2.0 for h ~ ef 2.5in.) ICP - 1.0 2.0 Reduction factor for pryout strength3 .0 - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 Steel strength in shear, seismic V 10 lb () ) ASTM A36 770 (34) 1,995 (9) lb (kN) I ASTMA193, Grade B7 1,655 (7.4) - Reduction factor for steel strength3 0 - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK8 Steel strength in shear, concrete over steel deck8 deck lb (kN) I ASTM A36 770 (3.4) 1,995 (.9) lb (kN) ASTM A193, Grade B7 1,655 (74) - Reduction factor for steel strength in shear concrete over stud deck - Condition B = 0.60 1 The data in this table is intended to be used with the design prosisions of Act 318Appendix D; for anchors resisting seismic load combinations the additional requirements of AC 318 D3.3 shell apply. Installation must comply with published instructions and details. All values of iP were determined from the load combinations of UBC Section 1605.2.1, UBC Section 1612.2.1, or ACI 318 Section 9.2. tithe load combinations of UBC Section 1902.2 or ACI 318 Appendix C are used, the appropriate value of 4 must be determined in accordance with ACI 318 M.S. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see AG 318 D.4.4 for the appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 D. 1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-20 in ACI 318-08 (ACI 318-05) and ACI 318 D.6. 1.2. Anchors are permitted robe used in structural sand-lightweight concrete in accordance with Section 4.1.11 of this report. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values forvsa,dnck are for structural sand-lightweight concrete (f'cmin = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACt 318 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, 1wa replaces t; Vsa replaces l/; 'e replaces and Veq replaces Vs,seis. liThe notation in parenthesis is for the 2009 IBC. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Snake+'M 1 Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hv,, and with the following conditions: - c l is greater than or equal to the critical edge distance, ç (table values based on Cal = Cac). - '2 is greater than or equal to 1.5 c I L t Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the Cal - controlling failure mode is listed (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, . Ca2 // h concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength intension and pryout strength in shear are calculated using the effective embedment values, het, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors () were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, f'c (psi) Nominal Nominal Steel Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) hn (in.) Element ON, 5b v çbN 4) V,, ON, 0 V çbN 4) V,, ØN 4) V Rod or Bolt) Tension Shear Tension shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 985 - (lbs.) (lbs.) (lbs.) ASTMA36 635 700 805 1J) 1140 3/8 1-5/8 ATlvA3 Grade B7 635 685 700 /U 805 81u 985 Wu 1,14U lobS 1/2 23/16 ASTMA36 490 1 635 - 1 885 2 310 26 Tension and Shear Factored Design Strength for Snake+ in Uncracked Concrete Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal Steel Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) 'nOm (in.) Element (Threaded çtJN 4) , 0!vn 4) ØN Tension 4) v 0!'n Tension 4) v Shear 0"!n Tension Sb v Shear Rod or Bolt) Tension Shear Tension Shear Shear (lbs.) (lbs.) (lbs.) (lbs.) )85 ttfii (lbs.) (lbs.) (lbs.) 395 (lbs.) (lbs.) (lbs.) ASTMA36 900 1,140 1,610 3/8 ASTMA193 900 970] 985 1-5/8 060 Grade B7 1,140 1 ,395 _60 1/2 2 3/16 ASTMA36 1865 2040 uJ 235 2885 35 1 Legend . Steel Strength Controls I_j Concrete Breakout Strength Controls I_I Anchor PulloutiPryout Strength Controls 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powerscom 6 ?owers Snake+TM PRODUCT INFORMATION FASTENERS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n7, n2 and 03 below, redundancy will be satisfied. no. of anchorage points-, n1 %= at least 1 anchor, per anchorage point Anchors qualified for redundant applications may be designed for use in normal -----------------------------u_____J________• weight and sand-lightweight cracked and uncracked concrete. Concrete tineqr element compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables Design values for use with allowable stress design shall be established taking Rd, ASD = .F nj = the total number of anchorage points supporting the linear element = number of anchors per anchorage point 01 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or Where 01 is the conversion factor calculated as the weighted average of the load factors fro the ACI 318 Section 9.2 controlling load combination. The conversion factor, 01 is equal to 1.4 assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking ra Era See redundant fastening design information table for Snake+ design resistance. 'n, n2 = 4) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Snake+TM Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Nominal Anchor Size Anchor Property I Setting Information Notation Units 1/4" 3/8" 1/2" Nominal drill bit diameter dbft in. 3/8" 1/2" ANSI 3/4" ANSI ANSI Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment h in. (mm) (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h 0 in. (mm) 2 (51) 2 (51) 2-1/2 (64) Minimum concrete member thickness hmjn in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor length €an in. (mm) 1.10 (28) 1.54ch 1.10 (28) (39) Minimum edge distance redundant Cmjn in. 4 4 4 fastening' C (mm) (102) (102) (102) Mininum spacing distance, redundant in. 8 8 8 (m fastening1 m) (203) (203) (203) Maximum tightening torque Tmax ft-lb (N-m') 4 (6) 14 (19) 36 (49) Maximum impact wrench power (torque) Tscrew ft.-lb. (N-m) 120 (163) 345 (468) 345 (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications, Redundant Fastening Design Information for Snake+ Anchors1'2'3 Design Characteristic Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Anchor category 1, 2 or 3 - 1 1 1 Nominal embedment depth h m in (mm) 1 5/8 (41) 1 5/8 (41) 23/16 (55) CHARACTERISTIC STRENGTH(RESISTANCE) INSTALLED IN CONCRETE4'5 Resistance, cracked or uncracked concrete (2,500psi) F lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points 2-4 n1 ~ 3 n1 ~ 4 n1 ~ 3 n7 2:4 n1 a 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Effective tensile stress area Pra - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECO Resistance, cracked or uncracked concrete over steel deck (2,500 psi) F lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points ~ 4 n1 ~ 3 n1 2:4 n1 ~ 3 n1 2:4 n1 'a 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Strength reduction factor3 Ora 0.65 The data in this table is intended to be used with the design provisions of this product; loads maybe applied in any direction. Installation mast comply with published instructions and details. All values of 0 were determined from the load combinations of utc Section 1605.2.1, utc Section 1612.2.1,orACl 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake-i- anchor has minimum specified properties as listed in the table above or an equivalent steel,element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514)631-4216 wwwpowerscom 8 ?owers Snake+TM PRODUCT INFORMATION FASTENERS Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1.2.3.4 (a Minimum Concrete Compressive Strength Anchor Diameter Minimum Embedment Depth 1c = 2,500 psi f' = 3,000 psi fc = 6,000 psi in. in. (17.2 MPa) (20.7 MPa) (41.4 MPa) (mm) (mm) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2130 1,045 2,335 1,045 (6.3) (41) (.5) (4.6) (10.4) (4.6) - 3/8 1-5/8 2 165 1,045 2370 1,045 3,190 1,045 (9.5) (41) (.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 I 2,050 7,425 2,050 (12.7) (55) (24.9) (9.1) (7.3) (9.1) (3.1) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box Std. Ctn. 64005D 114" 1-5/8" 11/32" 100 1,000 6401S0 3/8" 1-5/8" 23/32' 50 500 64035D 1/2" 2-1/2" 1 15/16" 1 50 1 300 Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402SD 1/4" 1 6407SD 3/8" 1 64045D 1/2" 1 1 © 2011 Powers Fasteners, Inc. All Rights Reserved. Snake+ is a registered trademark of Powers Fasteners, Inc. For the most Current product information please visit .powerccom. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Worldwide Fire Protection Contacts Products www.tyco-fire.com Pendent Ordinary Hazard Series EC-11 and 112 K and 140 K Extended Covera General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occu- pancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installa- tion rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers used in ordinary hazard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. Series EC-11 and EC-14 Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific appli- cation listing for use under concrete tees. Series EC-11 and EC-14 Extended Coverage Sprinklers . have been fire tested to compare their performance to that of standard coverage spray sprin- klers. These tests have shown that the protection provided is equal to or more effective than standard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corro- sion-resistant coated sprinklers passed standard corrosion tests of the appli- cable approval agencies, this testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity should be consid- ered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE Series EC-11 and EC-14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. Contact the installing contractor or product manufacturer with any questions. NOVEMBER 2014 Sprinkler Identification Numbers (SINs) TY5137 - Upright, 11.2K TY5237 - Pendent, 11.2K TY6137 - Upright, 14.0K TY6237 - Pendent, 14.0K TY5137 is a re-designation for C5137, G1894, and S2510. TY5237 is a re-designation for C5237, G1893, and S2511. TY6137 is a re-designation for C6137, G1896, and S2610. TY6237 is a re-designation for C6237, G1895, and S2611. TFP22O EC-14 Sprinklers, Upright and ;e Light and ESCUTCHEON SEATING SURFACE it !All WRENCH 3/4 FLAT NPT** CROSS PENDENT SECTION 2-7/16 (61,9 mm) UPRIGHT & PENDENT 1/2' (12,7 mm) J NOMINAL MAKE-IN UPRIGHT TFP22O Page 2 of 8 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY Technical Data Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval infor- mation including corrosion-resistant status. The approvals apply to the service conditions indicated in the Design Criteria section. Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corrosion-resis- tant status. The approvals apply to the service conditions indicated in the Design Criteria section. The Style 60 Two-Piece Flush Escutcheon (Figure 4) is UL Listed and FM Approved for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 gpm/p5i1/2 (161,3 1pm/barll2) K = 14.0 gpm/psi112 (201,6 1pm/bar112) Temperature Ratings Refer to Table A. Finish Sprinkler: Refer to Table A. Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical Characteristics Frame .......................Bronze Button.......................Bronze Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb ...................Glass (3 mm) Compression Screw............Bronze Deflector......................Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C-UL Listing or FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C. TFP22O Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) Natural Brass I Chrome Plated Polyester* Lead Coated Upright K=11.2 (TY5137) 135°F (57°C) Orange 1,2,3**,4 Red 155°F (68°C) 175°F (79°C) Yellow Light Pendent Table B describes K'°11.2 (TY5237) K=14. 0 (TY6237) 1, 2,4 1, 2, 4 200°F (93°C) Green 286°F (141°C) UL and C-UL Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 Escutcheon 135°F (57°C) Orange 1,2,3,4 1, 2, 4 N/A Sensitivity Rating Table C describes FM Sensitivity Rating 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Ordinary Table B describes UL and CUL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C) Orange 1,2, 3,4 1,2,3,4 155°F(68°C) Red 175°F (79°C) Yellow 1,2, 4 200°F (93°C) Green 286°F (141°C) Blue K'11.2 (TY5237) K14.0 (TY6237) With Style 30 or 40 Recessed Pendent 135°F (57°C) Orange 1,2, 4 N/A 155°F (68°C) Red 175°F (79°C) Yellow Escutcheon 200°F(93°C) Green Notes (5). Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Cor- Listed by Underwriters Laboratories, Inc. (UL) rosion Resistant Sprinklers Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) * Frame and Deflector only. Approved by Factory Mutual Research Corporation (FM) Pendent Only Approved by the City of New York under MEA 177-03-E N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS Light Hazard Ordinary Hazard Area Style 135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) (57°C) (68°C) (79°C) (93°C) (141°C) Upright or Pendent - - - - - OR OR OR OR OR 14 x 14 Style 30 Recessed - - - - - OR OR OR OR OR Style 40 Recessed - - - - - OR OR OR OR OR Upright or Pendent OR° OR* OR* OR° OR° SR SR SR SR SR 16 x 16 Style 30 Recessed OR* OR° OR° OR° OR° SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent OR° OR* OR° OR° OR* SR SR SR SR SR 18 x 18 Style 30 Recessed OR* OR* OR° OR° OR° SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent OR* OR° OR° SR* SR* SR SR SR SR SR 20 x 20 Style 30 Recessed OR° OR* OR° SR* SR* SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR OR: Quick Response SR: Standard Response N/A: Not Applicable ° Does not apply to Upright K=14.0 TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC- 11 OR EC-14 SPRINKLERS (Refer to Table D for Permitted K-Factor/Area Combinations) TFP22O Page 4 of 8 HC-1 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or 11.2 EC Pendent or. Combustible Unobstructed 14.0 EC Upright Noncombustible Unobstructed, 11.2 EC Pendent 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Recessed Combustible Unobstructed Style 30 10 20 100 400 Up to 30 Combustible obstructed 11.2 [C EC Quick 14.0 Pendent or Upright 10 20 100 400 Up to 30 Combustible obstructed . 11 2 EC 14.0 EC Pendent Recessed Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright Combustible Unobstructed 16 100 256up Over 30 and EC10 rl Upright to 45 EC HC-3 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright Combustible Unobstructed 16 100 256up Over 30 and EC,10 rl Upright to 45 EC NOTE The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar). For flow criteria, refer to FM Loss Prevention Data Sheet 3-26. TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC- 11 OR EC- 14 SPRINKLERS (Note: Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-factor/area combinations) UL and C-UL Listing Requirements Series EC-11 and EC-14 Sprinklers may be used for the coverage areas shown in Table D, based on main- taining the minimum specified flow rate as a function of coverage area and hazard group for all sprinklers in the design area. Series EC-11 and EC-14 Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13; for example: Unobstructed, combustible or noncombustible, ceiling construc- tion with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, non-combustible, ceiling construction with a deflector location below struc- tural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). Series EC-11 and EC-14 Sprinklers, specifically tested and listed for non-combustible obstructed construction, are permitted to be used within trusses or bar joists having non-combustible web members greater than 1 inch (25.4 mm) when applying the 4 times obstruction criteria rule defined under "Obstructions to Sprinkler Discharge Pattern Development". To prevent cold soldering, the minimum allowable spacing between Series EC-11 and EC-14 Sprinklers, is 8 feet (2,4 m) for upright sprinklers and 9 feet (2,7 m) for pendent sprinklers. TFP22O Page 5 of 8 Description Area Light Hazard 0.10 gpm/ft2 Group Ordinary Hazard 0.15 gpm/ft2 Group Ordinary Hazard 0.20 gpm/ft2 gpm psi gpm psi gpm psi 14 x 14 30 7.2 30 7.2 39 12.1 TY5137 16 x 16 30 7.2 39 12.1 51 20.7 (K=11.2) Upright 18 x 18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14x14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 TY5237 (K=11.2) Pendent 18 x 18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14 x 14 N/A N/A 39 7.8 51 13.3 16 x 16 N/A N/A 39 7.8 51 13.3 TY6137 (K=14.0) Upright 18x18 N/A N/A 49 12.3 65 21.6 20x20 N/A N/A 60 18.4 80 32.7 14x14 37 7.0 39 7.8 51 13.3 16 x 16 37 7.0 39 7.8 51 13.3 TY6237 (K=14.0) Pendent 18 x 18 37 7.0 49 12.3 65 21.6 20 x 20 40 8.2 60 18.4 80 32.7 1 ft. = 0.3048 m 1 ft.2 =0.093 m2 1 psi 0.06895 bar 1 gpm = 3.785 1pm 1 gpm/ft2 = 40.74 mm/mm TABLE D FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC- Il AND EC-14 SPRINKLERS Series EC-11 and EC-14 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For example, obstructions to sprinkler discharge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. UL and C-UL Specific Application Listing Requirements for Installation under Concrete Tees Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 and TY6237) have a UL and C-UL Specific Application Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee construc- tion must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m). However, where the concrete tee length exceeds 32 feet (9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Sprinklers are to be installed in accordance with the applicable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary. hazard (non-storage and/or non-flam- mable or combustible liquid) occu- pancies. Information provided in the FM Loss Prevention Data Sheets relates to, but not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to-ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with Factory Mutual requirements before proceeding with design. TFP22O Page 6 of 8 - 2-7/8 DIA. 1/2±1/8 (73,0 mm) (12,7±3,2 mm) 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING I \ MOUNTING SURFACE CLOSURE 1-3/8(34,9mm) 1-1/8(28,6mm) FIGURE 2 SERIES EC- 11 AND EC- 14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF - (57,2 mm) 1/8" SPRINKLER FITTING (3,2 mm) _ P- MOUNTING MOUNTING PLATE / SURFACE __ CLOSURE 8"34,9mm) 7/8" (22,2 mm) FIGURE 3 SERIES EC- il AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON - 1/2" (12,7 mm) 1/4" (6,4 mm) -:1 1/8" (3,2 mm) MOUNTING PLATE I PLATE FACE OF SPRINKLER FITTING: 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING SURFACE ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE TO 1/2" (12,7 mm) BELOW MOUNTING SURFACE; 3/4" (19,1 mm) TOTAL ADJUSTMENT Installation Series EC-11 and EC-14 Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying MOUNTING 1/8" SURFACE (3,2 mm) CLOSURE I 3/4" NPT 2-5/16" (58,7 mm) I MOUNTING 11-13/16" (46,0 mm) PLATE I a minimum-to-maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under or over- tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS / (END "A") FIGURE 5 W- TYPE 3 SPRINKLER WRENCH WRENCH RECESS 400 ILL WRENCH HEX FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH applicable escutcheon) over the sprinkler pipe threads and with pipe- thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers wrench-tighten using only the 2-7/8" DIA. (73,0 mm) I INTERNAL 2-1/4" DIA. DIMENSIONS OF (57,2 mm) STYLE 60 ESCUTCHEON I ACCOMMODATE CLASS 150 MALLEABLE _—SPRINKLER IRON REDUCING FITTING FIGURE 4 SERIES EC- 11 AND EC- 14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON TFP22O Page 7 of 8 P/N 51 - XXX - X - XXX SPRINKLER I I TEMPERATURE SIN J I I FINISH* RATING 893 I 11.2K PENDENT I TY5237 I 1 I NATURAL BRASS 135 I 135°F (57°C) 894 11.2K UPRIGHT TY5137 155 155°F(68°C) POLYESTER I SIGNAL WHITE (RAL9003) I I 895 14.0K PENDENT TY6237 5 JET BLACK (RAL9005) POLYESTER I 175 175°F(79°C) 896 1 14.0K UPRIGHT I TY6137 I 7 I LEAD COATED 200 I 200°F (93°C) Escutcheon ordered separately 9 CHROME-PLATED I 286 286°F (141°C) 000 1 OPEN** ** OPEN indicates sprinkler assembly without glass bulb, button, and sealing assembly. TABLE SERIES EC- 11 AND EC- 14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). Care and Maintenance TYCO Series EC-11 and EC-14 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Frequent visual inspections are recom- mended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards recognized by the Approval agency (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-11 or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temper- ature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two-Piece Specify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify*) Flush Escutcheon, Two-Piece Specify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet TFP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 TFP22O Page 8 of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +11-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products