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HomeMy WebLinkAbout3133 TIGER RUN CT; ; AS16011011/9/23,12:35 PM ASI60110 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160110 Job Address: 3133 TIGER RUN CT Permit Type: SPRINK Parcel No: 2210140200 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 4/29/2016 Approved: 5/11/2016 Issued: 5/11/2016 Inspector: Project Title: PALOMAR FORUM BLDG C 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 ($) Add'l Fees ($) Total ($) Balance ($) 348 0 348 0 about:blank 1/1 Hydraulic Calculations for Project Name: Drawing8 Location: Drawing Name: Bldg C calc - LH Calculation Date: 4/20/2016 Design Remote Area Number: REMOTE AREA #1 Remote Area Location: BLDG C Occupancy Classification Light Hazard Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: 0.100gpm/ft2 1500.00ft2 (Actual 1409.61ft2) 100.00ft2 Upright 12 Type of System: LIGHT HAZARD 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 atource 100.00. at Node: 3 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 298.21 42.206 Water Supply Information: Name of Contractor: Address: Phone Number: Authority Having Jurisdiction: Notes: Automatic peaking results Name of designer: Left: 42.206 . Right: 42.206 ASI 60110 3133 TIGER RUN CT ASI 60111 3141 TIGER RUN CT 1&©M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 REMOTE ARE 4/20/2016 1:41:27PM Pacie 1 Hydraulic Graph Job Name: Drawing8 N 1.85 Remote Area Number: REMOTE AREA #1 Date: 4/20/2016 Water Supply Summary Sheet Node: I 20H Available Supply Static Pressure 110.000 298.21ffl 109.787 90•- 000.00 @ 84.000 75 45 so 198.21 42.206 0 stem demand curve 15 0- 11111111 111111111111111111 II I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I "800 "'" 2400 4800 4000 5600 Flow - gpm 6400 7200 8000 tk© M.E.P.CAD. Inc. F-11 AutoSPRINK® 12 v12.0.47.0 4/20/2016 1:41:29PM Paqe 2 Job Name: Drawing8 Remote Area Number: REMOTE AREA #1 Hydraulic Graph N 1.85 Date: 4/20/2016 a en BOR 35—- Summary Sheet 20—- Available Supply Static Pressure 110.000 ::198.213 109.78 051 90---__ ., 1000.00 @ 84.000 75 so 45 so —198.21 0 28.015- 31 stem demand curve 15 0_h1L1LLLWIhhhI 111111111 111111111 111111111 1111111 Ij 11111111 I 11111111 I I I I I I 1600 3200 Annn 4800 6400 L I Oann I --_ Rflfl Flow -gpm &© M.E.P.CAD. Inc. AutoSPRINK® 12 02.0.47.0 4/20/2016 1:41:29PM Page 3 I't Job Number: 1 ummary Of OLtfl wing 1 Report Description: Light Hazard (REMOTE AREA #1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 3 100.00 100.00 0 39.771 Sprinkler 100 18.41 15.00 5.6 10.802 Sprinkler 101 18.32 15.00 5.6 10.707 Sprinkler 102 16.75 15.00 5.6 8.943 Sprinkler 103 15.58 15.00 5.6 7.745 Sprinkler 104 15.02 15.00 5.6 7.192 Sprinkler 105 15.09 15.00 5.6 7.257 Sprinkler 106 18.38 15.00 5.6 10.777 Sprinkler 107 18.30 15.00 5.6 10.683 Sprinkler 108 16.73 15.00 5.6 8.923 Sprinkler 109 15.57 15.00 5.6 7.727 u Sprinkler 110 15.00 15.00 5.6 7.175 Sprinkler 111 15.07 15.00 5.6 7.240 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. 1,11 AutoSPRINK® 12 v12.0.47.0 4/20/2016 1:41:30PM Page 4 Job Name: Drawing8 Ren?ote Area Number: REMOTE AREA #1 Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (N) and shown as a negative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Frictlon(Pfl Node 2 Elev 2 (Foot) : Total Flow (Q) Actual ID Total (Foot) 110 20'-0 5.6 15.00 1 (See Notes' / 0-6 120 7.175 'Route1''' Sprinkler, T(5'-0) 5'-O 0.076427 0.217 25 19'-6 15.00 1.0490 51 6 0.420 2 5 19-6 15.07 1 h 8'-0 120 7.812 Flow (q) from Route 3 0072769 24 19'-6 3007 13800 8'-0 0.582 24 1 9-6 15.57 1 IA 8'-0 120 8.394 Flow (q) from Route 5 0.157450 23 19'-6 45.63 1.3800 8'-O 1.260 23 19-6 16.73 11/4 iees) 4-3 120 9.654 Flow (q) from Route 7 T(6-0) 0.280576 20 19'-6 62.36 1.3800 10-3 2.878 20 19'6 36.69 1% (See 3'-1 120 12.531 Flow (q) from Route 9 PO(6'-O) 6'-O 0.660346 1.337 19 16'-5 99.05 1.3800 9-1 5.998 19 16-5 4 16-0 120 19.866 0002727 11 16'-S 9905 42600 15-0 0.041 11 16-5 99.16 4 Notes) 120 19.907 Flow (q) from Route 2 PO(26'.4) 26-4 0.009843 10 16-5 198.21 4.2600 0569 10 16-5 6 (See Notes) 202'4 120 20.476 21(37'-8%), 6E(17'-7) 181'-0V2 0.001401 9 16'-5 198.21 6.3570 383-4% 0.537 9 16'-5 6 (See Notes) 14'11% 120 21.013 f(-0.000), ALV(35'-21/.), GV(3'-0), E(14'-O), BOR 52'-2% 0.001401 6.900 8 0'-6 .. 198.21 6.3570 67-2 0.101 8 0'-6 6 6-0 120 28.015 0001401 7 0'-6 19821 63570 0.007 7 0'-6 8 (See Notes) 408'l% 150 28.022 2E(27'-2), LtE(19e7%) 73'-11'/2 0.000306 6 0'-6 198.21 7.9800 482-1 0.148 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #1 4/20/2016 1:41:32PM Page 5 Job Name: Drawing8 Remote Area Number: REMOTE AREA #1 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (FootI Length (Foot) C Factor Ttal(Pt) Notes Fitting!Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (PQ 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 Tothi (Foot) Friction(Pf) 6 0'-6 8 (See Notes) 810 140 28.169 2E(31'-7Y2), BFP(-12.000) 63!-3 0.000263 -3.143 198.21 8.4500 72-1 12.019 4 719 8 (See Notes) 6'-9 140 37.045 LtE(22'-10) 22-10 0.000263 2.926 5 110 198.21 8.4500 29-7 0.008 5 11-0 8 (See Notes) 307!-3 150 39.979 T(52--1 0), E(27-2), S 80'-0 0.000306 2.108 I -3'-10Y2 198.21 7.9800 387'-2Y2 0.119 0.00 42.206 Hose Allowance At Source Total(Pt) Route I I 29821 104 20'-0 5.6 15.02 1 (See Notes) 0'6 120 7.192 • • •' Route 2 Sprinkler, T(5'-O) 5-0 0.076593 0.217 17 19l6 - 15.02 1.0490 6-6 0.421 17 19-6 15.09 1 " 81-0 120 7.830 Flow (q) from Route 4 0072927 16 19'-6 - 30.10 1.3800 8'-O 0.583 16 • 19-6 15.58 1 80 120 8.413 Flow (q) from Route 6 0.157792 15 19'-6 45.69 1.3800 8-0 1.262 15 19-6 16.75 11/4 Notes 41 3 120 9.675 Flow (q) from Route 8 T(6-0) 0.281183 12 19'-6 62.44 1.3800 103 2.884 12 19-6 36.73 1 y (See Notes) 3'l 120 12.559 Flow (q) from Route 10 PO(6'-O) 6-0 0.661765 1.337 11 16'-5 .. 99.16 1.3800 91-1 6.011 19.907 Total(Pt) Route 2 111 20'-0 5.6 15.07 1 (See Notes ' / 06 120 7.240 ' RUt 3 •S Sprinkler, E(2'-O) 21-0 0.077072 0.217 26 19'-6 ' : 15.07 1.0490 2'-6 0.193 26 19-6 1.'4 80 120 7.650 0.020270 25 19'-6 15.07 1.3800 8'-O 0.162 ,© M.E.P.CAD, Inc. j1AutoSPRlNK® 12 v1 2.0.47.O REMOTE AREA #1 4/20/2016 1:41:32PM Page 6 Job Name: Drawing8 Remote Area Number: REMOTE AREA #1 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step ominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Notes (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negativevalue. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7.812 Total(Pt) Route 3 105 20'-0 5.6 15.09 1 (See Notes) 0'-6 120 7.257 " Route 4 " Sprinkler, E(2'-O) 2-0 0.077240 0.217 18 19'-6 15.09 1.0490 2'-6 0.193 18 19'-6 1 8'0 120 7.667 0.020314 17 19'-6 15.09 1.3800 8-0 0.163 7.830 Total(Pt) Route 4 109 20'-O 5.6 15.57 1 (See Notes) 0'-6 120 7.727 s's. Route 5.'•'' Sprinkler T (5'-O) 5-0 0.081853 0.217 24 19'-6 15.57 1.0490 5' 6 0.450 8.394 Total(Pt) Route 5 103 20'-0 5.6 15.58 1 1 (See Notes) 0'-6 120 7.745 ••"Route 6•'•'' Sprinkler, T(5'-o) 60 1 0.082031 0.217 16 19'-6 . 15.58 1.049j 5'-6_j 0.451 8.413 Total(Pt) Route 6 108 20'-0 5.6 16.73 1 (See Notes) 0'-6 120 8.923 '•"Route 7•" Sprinkler, T(5 -0) 5'-O 0.093503 0.217 23 19'-6 16.73 1.0490 66 0.514 9.654 Total(Pt) Route 7 102 20'-0 5.6 16.75 1 (See Notes) 0'-6 120 8.943 " Route 8 • • ' Sprinkler T(5'-O) 5-0 0.093704 0.217 15 19'-6 16.75 1.0490 5'6 0.515 9.675 Total(Pt) Route 8 107 20'-0 5.6 18.30 1 (See Notes) 0'-6 120 10.683 '•••Route9.••'• Sprinkler, 1(5 0) 50 0 110446 0.217 22 19'-6 18.30 1.0490 6-6 0.607 22 19'-6 18.38 1% (See Notes) 3'9 120 11.507 Flow (q) from Route 11 1(6' 0) 6-0 0.105147 20 19'-6 3669 1 3800 1.025 12.531 Total(Pt) Route 9 f, 0 M.E.P.CAD, Inc. Ie,.l AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #1 4/20/2016 1:41:32PM Page 7 Job Name: Drawing8 Remote Area Number: REMOTE AREA #1 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Friction(Pt) Node 2 Elev 2 (Foot) I Total Flow (Q) Actual ID Total (Foot) 101 20'-0 5.6 18.32 1 (See Notes) 0'-6 120 10.707 .... Route 10 ••••. Sprinkler T(5' 0) 5-0 0.110680 0.217 14 19'-6 18.32 1.0490 6-6 0 609 14 19'-6 18.41 1% (See Notes) 120 11.533 Flow (q) from Route 12 1(6'-0) 6'-0 0.105370 12 19'-6 36.73 1.3800 9-9 1.027 12.559 Total(Pt) Route 10 106 20'-0 5.6 18.38 1 (See Notes) 0'-6 120 10.777 "• Route 11 Sprinkler, E(7-0) 2-0 0.111352 0.217 21 19'-6 1838 1.0490 2'-6 0.278 21 19'-6 1% 1 8'-0 120 11.272 0.029286 22 19'-6 - -- 18.38 1.3800 8-0 0.234 11.507 Total(Pt) Route 11 100 20'-0 5.6 18.41 1 (See Notes) 0'-6 120 10.802 .... Route 12 Sprinkler E(2' 0) 2'-O 0.111588 0.217 13 19-6 * 1841 1 0490 2' 6 0.279 13 19'-6 i 8'-0 120 11.298 0029348 14 19'-6 1841 1.3800 80 0.235 11.533 Total(Pt) Route 12 3 11-9 100.00 8 (See Notes) 19'-2 150 39.771 oes ee Route 13 . . Hydrant, E(27'-2) T(52--1 0) 80'-0 0000086 2.426 I 4-1 0%100 7 9800 99-2 0.009 42.206 Total(Pt) Route 13 , © M.E.P.CAD, Inc. all AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #1 4/20/2016 1:41:32PM Page 8 Job Name Drawing8 Rebote Area Number: REMOTE AREA #1 Date: 4/20/2016 _ale, r Actual Inside Diameter 4.87 = Fac or t Schedule 40 Steel Pipe Inside Diameter) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 littings l!.eend - ALV Alarm Valve AngY 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 900 Elbow EE 450 Elbow Eel 111/40 Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply SCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap f., 0 M.E.P.CAD, Inc. j1] AuLoSPRINK® 12 02.0.47.0 REMOTE AREA #1 4/2012016 1:41:32PM Page 9 Hydraulic Calculations for Project Name: Drawing8 Location:,, Drawing Name: Bldg C calc - EX HAZ Design Remote Area Number: REMOTE AREA #2 Remote Area Location: BUILDING C Occupancy Classification: Extra Hazard Group II Calculation Date: 4/20/2016 Density: 0.450gpm/ft2 Area of Application: 3000.00ft2 (Actual 3001 .25ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 42 Type of System: =XTRA HAZARD Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: I Type: Allowance at Source 250.00 at Node: 3 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 2301.10 @85.587 Water Supply Information: Name of Contractor: Address: Phone Number: Authority Having Jurisdiction: Notes: Name of designer: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. IF AutoSPRlNK® 12 02.0.47.0 REMOTE ARE, 4/20/2016 1:40:34PM Page 1 N/A Hydraulic Graph Job Name: Drawing8 N 1.85 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 - - Water Supply 35 - - - ____ _____ _______ ________ __________ ___________ Summary Sheet _________ Node: I 20— Static Pressure 110.000 05 - ___Available 301.10 @ 100.651 Supply 90— - - .10 @ 85.58761 /01 00.00 @ 84.000 2301.10 with Hose Allowance Sourc 75 so - stem demand cue 45 I(L1.I.L1.I.I.111111111 111111111 111111111 111111111 111111111 1111111 I I I I I I I I I I I I I I I I I I U800 1bOU 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 S,© M.E.P.CAD. Inc. AutoSPRINK® 12 02.0.47.0 4/20/2016 1:40:36PM Paqe 2 0- Hydraulic Graph Job Name: Drawing8 N 1.85 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 I BOR Summary Sheet 20-i -- Static Pressure 110.000 05— .. Available 1.10@100.65I Supply - 1000.00 @ 84.000 75- off-- 60H — 1801.10 '-U 53.897 2051.10 with Hose Allowance at Source 45-- 5- - stem demand curve 15 0_UrtLLLLWhhh11 IllIllIll IllIllIll liii 11111 111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I u800 Iauu 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 &© M.E.P.CAD. Inc. AutoSPRINK® 12 02.0.47.0 4/20/2016 1:40:36PM Page 3 ISummary Of Outfiowing Devices U1 S I Job Number 1 Report Description: Extra Hazard Group II (REMOTE AREA #2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 3 250.00 250.00 0 83.114 Sprinkler 200 44.83 36.00 14 10.255 Sprinkler 201 44.09 36.00 14 9.919 Sprinkler 202 43.74 29.25 14 9.760 Sprinkler 203 43.67 27.00 14 9.728 Sprinkler 204 43.45 36.00 14 9.632 Sprinkler 205 42.86 36.00 14 9.371 Sprinkler 206 42.14 36.00 14 9.061 Sprinkler 207 41.80 29.25 14 8.916 Sprinkler 208 41.73 27.00 14 8.886 Sprinkler 209 45.40 36.00 14 10.515 Sprinkler 210 44.65 36.00 14 10.170 Sprinkler 211 44.29 36.00 14 10.009 Sprinkler 212 44.21 28.80 14 9.971 Sprinkler 213 45.38 36.00 14 10.505 Sprinkler 214 44.63 36.00 14 10.160 Sprinkler 215 44.27 36.00 14 9.999 Sprinkler 216 44.20 28.80 14 9.966 Sprinkler 217 39.90 36.00 14 8.123 Sprinkler 218 37.67 36.00 _14 7.240 Sprinkler 219 39.54 36.00 _14 7.975 Sprinkler 220 37.32 36.00 14 7.107 Sprinkler 221 39.33 36.00 14 7.891 Sprinkler 222 37.26 36.00 14 7.084 Sprinkler 223 39.24 32.40 14 7.856 c> Sprinkler 224 37.04 32.40 14 7.000 Sprinkler 225 39.18 32.40 14 7.831 Sprinkler 226 37.24 32.40 14 7.074 Sprinkler 227 44.36 43.20 14 10.040 Sprinkler 228 44.46 43.20 14 10.085 Sprinkler 229 43.94 43.20 14 9.851 Sprinkler 230 43.59 43.20 14 9.694 Sprinkler 231 43.49 43.20 14 9.650 Sprinkler 232 45.84 43.20 14 10.720 Sprinkler 233 45.94 43.20 14 10.768 Sprinkler 234 45.41 43.20 14 10.519 Sprinkler 235 45.05 43.20 14 10.353 Sprinkler 236 44.95 43.20 14 10.306 Sprinkler 237 45.07 43.20 14 10.362 Sprinkler 238 45.17 43.20 14 10.408 Sprinkler 239 45.21 43.20 14 10.429 Sprinkler 240 44.85 43.20 14 10.264 Sprinkler 241 44.75 43.20 14 10.218 Most Demanding Sprinkler Data (M. 0 MSESP.CADS Inc. li'14AutoSPRINKt 12 v120.47.0 4/20/2016 1:40:37PM Pace 4 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 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 FittinglDevice (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) Friction(Pt) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 224 20'-0 14 37.04 1'/4 (See Notes) iv 7.000 S.... Route 1.. Sprinkler 0.107027 223 20'-0 3704 1.3800 8' 0 0.856 223 20'-0 14 39.24 11/2 (See Notes) 2'.2% 120 7.856 Sprinkler, E(4'-O) 4'-0 0.192257 47 20'-0 - 76.28 1.6100 6'-2'A 1.192 47 20'-0 1v2 (See Notes) 3'7 120 9.048 PO(8'-O) 8'-0 0.192257 1.553 46 16-5 :'. 76.28 1.6100 11'-7 2.227 46 16-5 7641 4 7'-10 120 12.829 Flow (q) from Route 2 0.005739 44 16-5 152.69 4.3100 7'-lO 0.045 44 16-5 7659. 4 101-0 120 12.874 Flow (q) from Route 3 0012174 42 16-5 - 229.28 , 43100 0.122 42 16' 7686 4 101-0 120 12.995 Flow (q) from Route 4 0020783 40 16-5 1 30614 43100 0.208 40 16-5 77.57 4 (See Notes) 2'9 120 13.203 Flow (q) from Route 6 PO(27'-10Y2) 27'-10Y2 0.031562 39 16'-5 383.71 4.3100 0.967 39 165 672.06 6 120 14.170 Notes) Flow (q) from Route 5 T(37'8'/2) 37-81/2 0.030933 30 16'-5 1055.78 6.3570 48'-11'I2 1.515 30 16-5 74532 6 (See Notes) 161'2 120 15.685 Flow (q) from Route 12 6E(17'-7), T(37'-8%) 143-4 0.083092 9 16'-5 1801.10 6.3570 304'6 25.302 9 16-5 6 (See Notes) 14'11V2 120 40.987 f(-0.000), ALV(35'-2Y2), GV(3'-0), E(14'-O), BOR 52'21/2 0.083092 6.900 8 0'-6 - 1801.10 6.3570 67-2 6.010 8 0'-6 6 5'-0 120 53.897 0.083092 7 0'-6 1801.10 6.3570 5'O 0.415 &C M.E.P.CAD, Inc. i AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 5 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fiftin F g Pf Friction Loss Per Unit (psi) Elev(Pe) Friction(Pf) Node 2 Elev 2 (Foot) . : Total Flow (Q) Actual ID Total (Foot) 7 o'- 8 (See Notes) 408'-1V2 150 54.312 2E(27'-2), LtE(19'-7Y2) 73'-11Y2 0.018170 6 0'-6 • 1801.10 7.9800 482'-1 8.759 6 0'-6 • 8 (See Notes) 8'10 140 63.072 2E(312), BFP(-12.000) 63-3 0.015623 -3.143 4 7'-9 1801.10 8.4500 72'-1 13.126 4 7'-9 8 (See Notes) 6.9 140 73.054 LtE(22'-10) 22'-10 0.015623 2.926 5 1.-0 , 1801.10 8.4500 29'-7 0.462 5 1-0 8 (See Notes) 307'-3 150 76.443 T(52'-10), E(27'-2), S 80'-O 0.018170 2.108 I -3'-104 1801.10 7.9800 387'-2Y2 7.036 250.00 85.587 Hose Allowance At Source Total(Pt) Route I I 2301.10 226 20'-0 14 37.24 1% (See Notes) 7'0 120 7.074 se es * Route 2-se Sprinkler 0.108076 225 20'0 L 37.24 1.3800 7'-O 0.757 225 20'-0 14 39.18 11% (See Notes) 2'.2Y2 120 7.831 Sprinkler, E(4'O) 0192872 49 20-0 7641 16100 6'-2 1.196 49 20'-0 1% (See Notes) 3'7 120 9.026 PO(8'-O) 8'-0 0.192872 1.553 48 16-5 76.41 1.6100 11'-7 2.234 48 16-5 4 9'-2 120 12.814 0001594 46 16'5 - 7641 "4-3100 9'-2 0.015 12.829 Total(Pt) Route 2 222 19'-10 14 37.26 1 % (See Notes) 8'-0 120 7.084 ..'. Route -so Sprinkler 0108215 -0.058 221 191-11% 3726 13800 8'O 0.866 221 19'-11% 14 39.33 1V2 (See Notes) 21.21% 120 7.891 Sprinkler, E(4'O) 4'-0 0.193699 -0.016 45 20'0 : 76.59 1.6100 6'-2% 1.201 , 0 M.E.P.CAD, Inc. 'j( AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 6 Job Name: Drawing8 Rempte Area Number: REMOTE AREA #2 Date: 4/20/2016 Pipe Information Node 1 Elev . (Foot) K-Factor Flow added this Step (q) Nominal ID Fillings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (PI) and shown as a negative value. Fitting (Foot) N Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow (Q) Actual ID Total (Foot) Friction(PI) 45 20'-0 iv2 (See Notes) 3'7 120 9.076 PO(8'-O) 81-0 0.193699 1.553 44 16's 76.59 1.6100 11'-7 2.244 12.874 Total(Pt) Route 3 220 20'-0 14 37.32 11/4 (See Notes) °" 120 ifl i 7.iut ••........ Route Sprinkler 0.108535 219 20'-0 .: 37.32 1.3800 8'-O 0.868 219 20'-0 14 39.54 1Y2 (See Notes) 2'21/2 120 7.975 Sprinkler, E(4'-O) 4'-0 0.194955 43 20'-0 76.86 1.6100 6'-2Y2 1.209 43 20'-0 11/2 (See Notes) 3'7 120 9.184 P0(8'-0) 8'-0 0.194955 1.553 42 16'-S 76.86 1.6100 11'-7 2.258 12.995 Total(Pt) Route 4 231 20'-O 14 43.49 2% (See Notes) 8'-0 120 9.650 Route 5-99 Sprinkler 0 005433 230 20'-0 4349 2 7050 8 0.043 230 201-0 14 43.59 2% (See Notes) 8'0 120 9.694 Sprinkler 0.019627 229 20'-0 87.08 2.7050 8'-O 0.157 229 20'-0 14 43.94 2% (See Notes' / 2'-3 120 9.851 Sprinkler, T(1 2'-O) 12'-O 0.041790 52 20'-0 131.02 2.7050 14'-3 0.596 52 20'0 88.82 21/2 (See 3'-7 120 10.446 Flow (q) from Route 7 130(12'-0) 12'-0 0.108867 1.553 51 16-5 219.84 2.7050 16-7 1.697 51 16-5 6 (See Notes) 63 120 13.696 C(37'-8%) 37-8% 0.001697 50 16-5 219.84 6.3570 42'-11% 0.073 50 165 452.23 6 29'-11 120 13.769 Flow (q) from Route 8 0.013413 39 16-5 672.06 6.3570 29'-11 0.401 14.170 Total(Pt) Route 5 r, 0 M.E.P.CAD, Inc. Flig AutoSPRlNK® 12 02.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 7 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 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 (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Fructuon(P f) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 218 20'-0 14 37.67 1Y4 (See Notes) 8'-0 120 7.240 ••'•• Route 6••••' Sprinkler 0.110414 217 20'-0 * . 37.67 1.3800 8 -0 0.883 217 20'-0 14 39.90 iv2 (See Notes) 2'21/2 120 8.123 Sprinkler, E(4'-O) 4'-0 0.198314 41 20'-0 77.57 1.6100 6'-2Y2 1.229 41 20'-0 11/2 (See Notes) 3'7 120 9.352 P0(8'-0) 8-0 0.198314 1.553 40 16'-5 ... ; 77.57 1.6100 11'-7 2.297 13.203 Total(Pt) Route 6 227 20'-0 14 - 44.36 21/2 (See Notes) 8'-0 120 10.040 **s e e Route 7' eeee Sprinkler 0.005636 228 _____ 20'-0 _________ . . 44.36 2.7050 8-0 0.045 228 20'-0 14 44.46 21/2 (See Notes) 5'9 120 10.085 Sprinkler, T(12'-O) 12'-O . 0.020358 52 20'-O 88.82 2.7050 17'-g 0.361 10.446 Total(Pt) Route 7 241 20'-0 14 44.75 21/2 (See Notes) 8'-0 120 10.218 "' Route 8'' Sprinkler 0.005728 240 20'-0 . 44.75 2.7050 8-0 0.046 240 20'-0 14 44.85 21/2 (See Notes) 8'0 120 10.264 Sprinkler 0.020692 239 20'-0 . 89.60 2.7050 8-0 0.166 239 20'-0 14 4521 21/2 (See 21-3 120 10.429 rinkler Sprinkler 0.044058 56 20'-0 134.82 2.7050 2-3 0.099 56 20'-0 90.23 3 (See Notes) 31 7 120 10.528 T(15'-O), Flow (q) from Route 10 P0(15'-0) 30'-0 0.041069 1.553 55 16-5 225.05 3.3340 1.379 55 16-5 6 12'-0 120 13.461 0.001772 53 16-5 225.05 6.3570 12'-O 0.021 , © M.E.P.CAD, Inc. 1111 AutoSPRINK® 12 v1 2.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 8 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step q Nominal ID Film & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss P Unit (psi) Elev(Pe) applicable, Node 2 ev2 00) Tool Flow (Q) Actual ID (Foot) Friction(Pf) 53 16-5 227.18 6 (See Notes) 6-9 120 13.482 Flow (q) from Route 9 C(37'-8%) 37'8Y 50 16-5 - 452.23 6.3570 44'6 0.006445 C(37'-81/2) 13.769 Total(Pt) Route 8 236 20'-0 14 44.95 21/2 (See Notes) 8'0 120 10.306 eee eeRoute 9 s. Sprinkler 0.005774 235 20'-0 44.95 2.7050 8'-O 0.046 235 20'-0 14 - 45.05 21/2 (See Notes) 81 0 120 10.353 Sprinkler 0.020858 234 20'-0 . 89.99 2.7050 8'-0 0.167 234 20'-0 14 45.41 21/2 (See Notes) 73 120 10.519 Sprinkler, T(1 2'O) 12'-0 0.044410 54 20'-0 135.40 2.7050 14'-3 0.633 54 20'-0 91.78 3 (See Notes) 3'7 120 11.152 Flow (q) from Route 11 PO(15'-O) 16-0 0.041792 1.553 53 16'-5 227.18 3.3340 18-7 0.777 13.482 Total(Pt) Route 9 237 20'-0 14 45.07 21/2 (See Notes) 8'0 120 10.362 ' Route 10 • Sprinkler 0.005802 238 20'-0 45.07 2.7050 8-0 0.046 238 20'-0 14 45.17 21/2 (See Notes) 5'9 120 10.408 Sprinkler 0.020961 56 20'-0 J. 90.23 2.7050 5-9 0.121 10.528 Total(Pt) Route 10 232 20'-0 14 45.84 21/2 (See Notes) 8'-0 120 10.720 ' • •' Route ii Sprinkler 0.005988 233 20'-0 45.84 2.7050 8-0 0.048 233 20'-0 14 45.94 2% (See Notes) 5'9 120 10.768 Sprinkler, T(12'-O) 12'0 0.021631 54 20'-0 91.78 2.7050 17'-9 0.384 11.152 Total(Pt) Route 11 f, © M.E.P.CAD, Inc. AUtoSPRINK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 9 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 Pipe Information Node 1 Elev (Foot) K-Factor Flow added this step Nominal ID Film & 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Frictuon(Pt) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 208 20'-0 14 41.73 2Y2 (See Notes) 5'-10Y2 120 8.886 000 ." Route 12' ' Sprinkler 0.005034 5' lOY -0.000 207 20'-0 41.73 2.7050 0.030 207 20'-0 14 41.80 2% (See Notes) 8'0 120 8.916 Sprinkler 0.018175 206 201-0 83.54 2.7050 8 -0 0.145 206 20'-0 14 42.14 21/2 (See Notes) 8'0 120 9.061 Sprinkler 0.038693 205 20'-O • 125.68 2.7050 8-0 0.310 205 20'-0 14 42.86 21/2 (See Notes) 4'2% 120 9.371 Sprinkler 0.066584 34 _____ 20'-0 _________ I • 168.53 2.7050 4 -2% 0.282 34 201-0 43.45 2½ (See Notes) 3'7 120 9.652 T(1 2'-O), Flow (q) from Route PO(12'-O) 24'-0 0.101778 1.553 33 16'-5 • 211.98 2.7050 27'-7 2.807 33 16'-5 357.01 6 101-0 120 14.013 Flow (q) from Route 15 0.009857 31 16'-5 568.99 6.3570 10-0 0.099 31 16-5 176.33 6 (See Notes) 21'5 120 14.112 Flow (q) from Route 14 P0(37'-8%), T(37'-81/2) 0.016242 30 16'-5 745.32 6.3570 96'-1 O% 1.574 15.685 Total(Pt) Route 12 204 20'-0 14 43.45 2½ (See Notes) 3'91/2 120 9.632 • "S Route 13 Sprinkler 0.005423 34 20'-0 43.45 2.7050 3-9A 0.020 9.652 Total(Pt) Route 13 203 20'-0 14 43.67 21/2 (See Notes) 5'-10% 120 9.728 '""Route 14 ' Sprinkler 0.005474 202 20'-0 43.67 2.7050 5-10% 0.032 202 20'-0 14 43.74 21/2 (See Notes) 8'0 120 9.760 Sprinkler 0.019762 201 20'-0 87.40 2.7050 8-0 0.158 , 0 M.E.P.CAD, Inc. @111 AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 10 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step __________ Nominal ID ________ Fittings & Deves Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Loss Per Unit Pf Friction (psi) Elev(Pe) Friction(Pf) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 201 20'-0 14 44.09 2'/2 (See Notes) 8'0 120 9.919 Sprinkler 0.042071 200 20'-0 131.50 2.7050 8-0 0.337 200 20'-0 14 44.83 2Y2 (See Notes) 4'2',4 120 10.255 Sprinkler 0.072393 32 20'-0 176.33 2.7050 4•-2% 0.306 32 20-0 21/2 (See Notes) 37 120 10.561 T(120) P0(1 7-0) 24'-0 0.072393 1.553 31 16'-5 176.33 2.7050 2T-7 1.997 14.112 Total(Pt) Route 14 216 20'-0 14 44.20 2% (See Notes) 5-10% 120 9.966 s's. Route 15 ' Sprinkler 0.005597 215 20-0 44.20 2.7050 5-10% 0.033 215 20'-0 14 44.27 21/2 (See Notes) 8'0 120 9.999 Sprinkler 0.020208 214 20'-0 88.47 2.7050 8-0 0.162 214 20'-0 14 44.63 2% (See Notes) 8'0 120 10.160 Sprinkler 0.043021 213 20'-0 I 133.09 2.7050 8-0 0.344 213 20'-0 14 45.38 2% (See Notes) 42% 120 10.505 Sprinkler 0.074025 38 20'-0 178.47 2.7050 4-2,4 0.313 38 20-0 2% (See Notes) 3'7 120 10.818 E(6'O) PO(12'-0) 18-0 0.074025 1.553 37 16'-5 178.47 2.7050 21'-7 1.598 37 16-5 6 10-0 120 13.969 35 16'-5 178.47 6.3570 10-0 12 35 16' 178.54 6 0.001154F13.9 -5 T-10 120 80 Flow(q)from Route 16 0.004162 33 16'-5 357.01 6.3570 7-10 0.033 14.013 Total(Pt) Route 15 f, 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 11 Job Name: Drawing8 Remote AreaNumber: REMOTE AREA #2 Date: 4/20/2016 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 (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow Actual ID Total (Foot) Friction(Pf) 212 19'-10 14 44.21 21/2 (See Notes) 8'-1 120 9.971 '•••Routel6•'••' Sprinkler, 2E(6'-O) 12'-0 0.005600 -0.075 211 201-0 44.21 2.7050 20'-1 0.112 211 20'-0 14 44.29 21/2 (See Notes) 8'0 120 10.009 Sprinkler 0.020222 210 20'-0 88.50 2.7050 8'-O 0.162 210 20'-0 14 44.65 21/2 (See Notes) 8'0 120 10.170 Sprinkler 0.043053 209 20'-0 133.14 2.7050 8 -0 0.344 209 20'-0 14 45.40 21/2 (See Notes) 4'21/2 120 10.515 Sprinkler 0.074083 36 20'-0 178.54 2.7050 4'-21/2 0.313 36 20'-0 21/2 (See Notes) 3'7 120 10.828 E(6'O) PO(12'-O) 18'-0 0.074083 1.553 35 16'-5 178.54 2.7050 21'-7 1.599 13.980 Total(Pt) Route 16 3 11-9 250.00 8 (See Notes) 19'-2 150 83.114 ••••• Route ll•••'• Hydrant, E(27'-2), T(52'-10) 80'-0 0.000471 2.426 I 4-101/2 99'-2 250.00 7.9800 0.047 85.587 Total(Pt) Route 17 ,© M.E.P.CAD, Inc. 11,11 AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 12 Job Name: Drawing8 Remote Area Number: REMOTE AREA #2 Date: 4/20/2016 lEquivalen , Pipe Lengths of ValiesjqhdEittings C120 oñiy) 1 ICa!ue Multiplier Actual Inside Diameter 4.87 - Factor Schedule 40 Steel Pipe Inside Diameter) ac or 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 900 Elbow EE 45° Elbow Eel 11140 Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectk fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge 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 I Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap f,© M.E.P.CAD. Inc. @jj AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #2 4/20/2016 1:40:39PM Page 13 Hydraulic Calculations for Project Name: Drawing8 Location:,, Drawing Name: Bldg C calc - ECLH Design Remote Area Number: REMOTE AREA #3 Remote Area Location: BUILDING C Occupancy Classification: Light Hazard Calculation Date: 4/20/2016 Density: 0.100gpm/ft2 Area of Application: 1500.00ft2 (Actual 1559.04ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 14 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 Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 481.38 @82.327 Water Supply Information: Name of Contractor: Address: Phone Number: Authority Having Jurisdiction: Notes: Automatic peaking results Name of designer: Left: 82.327 Right: 82.327 &S M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.47.0 REMOTE ARE 4/2012016 1:39:40PM Page 1 N/A Hydraulic Graph Job Name: Drawing8 N 1.85 Remote Area Number: REMOTE AREA #3 Date: 4/20/2016 IOU - Water Supply 135H - Summary Sheet __________ Node: I - ____ ______ _______ _________ __________ ____________ 120-i Static Pressure 110.000 481.3L@ 109.483 105- 90 - 41 .38@82.327 1 .000.00 @ 84.000 75 481 CL 80- 301 stem demand curve — 45 15 ______ IllIllIlt IllIllIll 111111111 111111111 111111111 111111111 I I I I I I I I I 00 1 bOO 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm ik.© M.E.P.CAD. Inc. AutoSPRINK® 12 02.0.47.0 4/20/2016 1:39:41PM Page 2 Hydraulic Graph Job Name: Drawing8 N 1.85 Remote Area Number: REMOTE AREA #3 Date: 4/20/2016 BOR - Summary Sheet 35 20— Available Supply Static Pressure 110.000 381.38 109.483 05— 90— 00.00 @ 84.000 75. f 81.38 67.428 60 System demand curve 30 15 L1LLLLL111111111 111111111 111111111 111111111 1111111 I I 111111111 liii I I I I I I I I I I I I I I 0800 1bU0 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 &© M.E.P.CAD, Inc. PRO AutoSPRINK® 12 02.0.47.0 4/20/2016 1:39:41 PM Paqe 3 ISuijimary Of Outfiowung Devices Job Number: 1 Report Description: Liaht Hazard (REMOTE AREA #3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 3 100.00 100.00 0 79.892 Sprinkler 300 27.16 19.60 5.6 23.529 Sprinkler 301 26.51 19.60 5.6 22.418 Sprinkler 302 26.25 19.60 5.6 21.969 Sprinkler 303 26.08 19.60 5.6 21.688 Sprinkler 305 23.26 19.60 5.6 17.246 Sprinkler 306 21.35 19.60 5.6 14.536 Sprinkler 307 20.13 19.60 5.6 12.918 Sprinkler 308 19.60 19.60 5.6 12.256 c Sprinkler 309 19.60 19.60 5.6 12.250 Sprinkler 310 30.82 19.60 5.6 30.296 Sprinkler 311 38.58 19.60 8 23.255 Sprinkler 312 30.51 19.60 5.6 29.688 1 Sprinkler 313 36.18 19.60 8 20.450 Sprinkler 314 35.35 19.60 8 19.524 Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. §V AutoSPRlNK® 12 02.0.47.0 4/20/2016 1:39:43PM Page 4 Job Name: Drawing8 Remote Area Number: REMOTE AREA #3 Date: 4/20/2016 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 309 91-0 5.6 19.60 1 (See Notes) 13'-4Y2 120 12.250 .... Route -99 Sprinkler, 3E(2-0), 21(5'-O) 16'-0 0.125357 -4.552 71 19'-6 19.60 1.0490 29'-4Y2 3.684 71 19'-6 1% 12'-0 120 11.382 0.032970 70 19'-6 19.60 1.3800 12-O 0.396 70 19-6 19.60 1% 7'-5 120 11.778 Flow (q) from Route 2 0.118881 7-5 69 19'-6 :.:., 39.20 1.3800 0.882 69 19•-6 20.13 1% 8-0 120 12.660 Flow (q) from Route 3 255871 0.255871 '-0 68 19-6 59.33 1.3800 8-0 2.047 68 19• -6 21.35 1/4 8-0 120 14. 706 Flow (q) from Route 4 0.451840 67 19'-6 80.68 1.3800 8-0 3.615 67 19-6 23.26 1% 8-0 120 18.321 Flow (q) from Route 5 0.721899 66 19-6 103.94 1.3800 8-0 5.775 66 196 26.08 1% (See 1'-4 120 24.096 Flow (q) from Route 6 T(6-0) 6-0 1.092312 62 19-6 130.02 1.3800 8.010 62 19'-6 79.93 1% (See 3'-1 120 32.107 Flow (q) from Route 7 l'0(60) 6-0 2.650530 1.337 61 16-5 - 209.94 1.3800 91 1 24.076 61 16-5 171.44 (See Notes) 3910 120 57.519 Flow (q) from Route 10 PO(20'-O) 20'-O 0.031208 60 16-5 381.38 4.3100 59'10 1.867 60 16'-5 6 (See Notes) 976 120 59.386 T(37'-81/2), 2E(17'-7) 72'-11 0.004703 9 16-5 381.38 6.3570 170-5 0.801 9 16-5 6 (See Notes) 1411% 120 60.188 f(-0.000), ALV(35'-2V2), GV(3'-O), E(14'-O), BOR 52'-2% 0.004703 6.900 8 0'-6 381.38 6.3570 67-2 0.340 ,© M.E.P.CAD, Inc. @11l AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #3 4/20/2016 1:39:45PM Page 5 Job Name: Drawing8 RemOte Ared Number: REMOTE AREA #3 Date: 4/20/2016 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 FittinglDevice (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) Friction(Pf) Node 2 Elev 2 (Foot) - - Total Flow (Q) Actual ID Total (Foot) 8 0'-6 6 51-0 120 67.428 0.004703 7 0'-6 381.38 6.3570 5'-O 0.024 7 0'-6 8 (See Notes) 408'1Y2 150 67.452 2E(27'-2), LtE(19'-71A) 73'-11 Y2 0.001028 6 0'-6 381.38 7.9800 482-1 - 0.496 6 0'-6 8 (See Notes) 8'10 140 67.947 2E(31'-7Y2), BFP(-12.000) 63'-3 0.000884 -3.143 4 7'-9 .; 381.38 8.4500 72'-1 12.064 4 719 8 (See Notes) 69 140 76.868 LtE(22'-lO) 22'-10 0.000884 2.926 5 v-a ..:.: 381.38 8.4500 29'-7 0.026 5 8 (See Notes) 307!-3 150 79.821 T(52'-10), E(27'-2), S 80'-0 0.001028 2.108 I -3'-1 O% 381.38 7.9800 387-234 0.398 0.00 82.327 Hose Allowance At Source Total(Pt) Route I 1 481.38 308 9'-0 5.6 19.60 ____Notes) 1 (See 13'-6 120 12.256 .'.. Route 2 9-9 Sprinkler, 2E(2'-O), 3T(5'-O) 191 0 0.125410 -4.552 70 19'-6 19.60 1.0490 32'-6 4.074 11.778 Total(Pt) Route 2 307 91-0 5.6 20.13 1 (See Notes) 13-734 120 12.918 Route 3•.•'. Sprinkler, 2E(2'-O), 31(5'-O) 191-0 0.131666 -4.552 69 19'-6 ... . .... 20.13 1.0490 32-734 4.294 12.660 Total(Pt) Route 3 306 91-0 5.6 21.35 1 (See Notes) 13'-2 120 14.536 ••'••Route4.99.. Sprinkler, 2E(2'-O), 31(5'-O) 191-0 0.146858 -4.552 68 19'-6 21.35 1.0490 32'-2 4.722 14.706 Total(Pt) Route 4 305 91 0 5.6 23.26 1 (See Notes) 13'834 120 17.246 ' Route 5 '• Sprinkler, 2E(2'-O), 3T(5'-O) 191 0 0.172011 -4.552 67 19'-6 23.26 1.0490 32'-81/2 5.627 0 M.E.P.CAD, Inc. @111 AutoSPRlNK® 12 02.0.47.0 REMOTE AREA #3 4/20/2016 1:39:45PM Page 6 Job Name: Drawing8 Remote Are Number: REMOTE AREA 43 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices =1 (Foot) Length (Foot) C Factor a Tot I Pt Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when are added directly to (H) and shown as a negative value. Fitting (Foot) Loss Per Unit ps) Elev(Pe) Friction(Pf) Node 2 El 2 Total Flow Actual ID :applicable, (Foot) 18.321 Total(Pt) Route 5 303 91-0 5.6 26.08 1 (See Notes) 13'9 120 21.688 ''' Route 6..". Sprinkler, 2E(2'-O), 3T(5'-O) 191-0 0.212633 -4.552 66 19'-6 26.08 1.0490 32'-9 6.960 24.096 Total(Pt) Route 6 302 91-0 5.6 26.25 1 (See Notes) 13'4Y2 120 21.969 ..'. Route 7 Sprinkler, 2E(2'-O) 3T(5'-O) 19-0 0215177 -4.552 65 19-6 2625 1.0490 32' 6.965 65 19'-6 8'-0 120 24.382 0.056593 64 19'-6 26.25 1.3800 8'-0 0.453 64 19'-6 26.51 1% 8'-0 120 24.835 Flow (q) from Route 8 0.205939 63 19'-6 52.76 1.3800 8'-0 1.648 63 19'-6 27.16 1'/4 (See Notes) 6'8 120 26.482 Flow (q) from Route 9 T(6'-O) 6'-0 0.444033 62 19'-6 79.93 1.3800 12'-8 5.624 32.107 Total(Pt) Route 7 301 91-0 5.6 26.51 1 (See Notes) 12'-9',4 120 22.418 ••" Route 8 Sprinkler, 2E(2'-O), 31(5'-O) 191-0 0.219241 -4.552 64 19'-6 - j 26.51 1.0490 31'-91/2 6.969 24.835 Total(Pt) Route 8 300 91-0 5.6 27.16 1 (See Notes) 13'-9 120 23.529 "•' Route 9 Sprinkler, 2E(2'-O), 3T(5'-O) 191-0 0.229277 -4.552 63 191-6 27.16 1.0490 379 7.505 26.482 Total(Pt) Route 9 314 91-0 8 35.35 1 (See Notes) 15'-6V2 120 19.524 *sees Route 10..... Sprinkler, 2E(2'-O), 31(5'-O) 191-0 0.373222 -4.552 78 19'-6 35.35 1.0490 341 61/ 12.885 78 19'-6 1v4 8'0 120 27.857 0.098160 77 19'-6 35.35 1.3800 8'-O 0.785 &C M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #3 4/20/2016 1:39:45PM Page 7 Job Name: Drawing8 Remote Ared Number: REMOTE AREA #3 Date: 4/20/2016 Pipe Information Node 1 Elevi (Foot) K-Factor Flow added this step (q) Nominal ID Fittings& Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Friction(Pf) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) 77 19'6 36.18 1% 16'-0 120 28. 642 Flow (q) from Route 11 0.361573 76 19-6 71.53 1.3800 16-0 5.785 76 19'-6 30.51 1Y4 (See Notes) 1'4 120 34.427 Flow (q) from Route 13 T(6'-O) 6-0 0.697674 73 19'-6 .. 102.04 1.3800 7'-4 5.116 73 19'-6 69.40 1 i'4 (See Notes) 3'1 120 39.543 Flow (q) from Route 12 PO(6'.o) 6'-0 1.822021 1.337 72 16-5 . 171.44 1.3800 91-I 16.550 72 16-5 4 12'-6 120 57.430 0.007110 61 16'-5 171.44 4.3100 17-6 0.089 57.519 Total(Pt) Route 10 313 91-0 8 36.18 1 (See Notes) 13'-81/2 1 120 20.450 ____________ ••"Routell•'"• Sprinkler, - 2E(2'-O), 3T(5'-O) 191-0 0.389562 -4.552 77 19'-6 36.18 1.0490 32'-8Y2 12.744 28.642 Total(Pt) Route 11 311 91-0 8 38.58 1 (See Notes) 14'-5 120 23.255 9eeseRoute 12'" Sprinkler, 2E(2'-O), 3T(5'-O) 19'-0 0.438760 -4.552 75 19'-6 - 38.58 1.0490 33'-5 14.662 75 19'-6 1% 16-0 120 33.365 0.115397 74 19-6 38.58 1.3800 16-0 1.846 74 19'-6 30.82 1% (See Notes) 6'-8 120 35.212 Flow (q) from Route 14 T(6'-0) 6'-O 0.341970 73 19-6 69.40 1.3800 12'-8 4.332 39.543 Total(Pt) Route 12 312 91-0 5.6 30.51 1 (See Notes) 13'-8 120 29.688 ''" Route 13 oeoes Sprinkler, 2E(2'-O), 31(5'-O) 191-0 0.284288 -4.552 76 19'-6 30.51 1.0490 32-8 9.291 34.427 Total(Pt) Route 13 &© M.E.P.CAD, Inc. 301111 AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #3 4/20/2016 1:39:45PM Page 8 Job Name: Drawing8 Remote Area Number: REMOTE AREA #3 Date: 4/20/2016 Pipe Information Elevi Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Elev 2 . Total Flow Node 2 (Foot) (Q) Actual ID Length (psi) applicable, are added directly Total (Foot) (Foot) Friction(Pf) to (Pt) and shown as a negative value. 310 91-0 5.6 30.82 1 (See 13'8 120 30.296 '... Route 14.9... Notes) Sprinkler, 191-0 -4.552 74 19'-6 30.82 1.0490 0.289675 2E(2'-O), 3T(5'-O) 32'8 9.467 35.212 Total(Pt) Route 14 3 11-9 100.00 8 (See 19'-2 150 79.892 6060fRoute15..9. Notes) Hydrant, 80'-0 2.426 I -3'-101/2 100.00 7.9800 0.000086 E(27'-2), T(52'-10) 99'-2 0.009 82.327 Total(Pt) Route 15 , © M.E.P.CAD, Inc. 1011 AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #3 4/20/2016 1:39:45PM Page 9 P Jqb Name: Drawing8 Remqte Area Number: REMOTE AREA #3 Date: 4/20/2016 Equivalent Pipe Lirigths of Valvé and Fittings (C=120 only) 1 IC ViluéMuitipliêr - 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 Fittings LegeAd 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 11Y4° Elbow Ee2 221/2* Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 1-7 Union WirF Wirsbo WMV Water Meter Valve I Z Cap , 0 M.E.P.CAD, Inc. @jj AutoSPRINK® 12 v1 2.O.47.0 REMOTE AREA #3 4/2012016 1:39:44PM Pag; 10 Hydraulic Calculations for Project Name: PALOMAR BLDG F Location: LOTS 1,2 AND 8 TIGER RUN COURT, CARLSBAD, CA., Drawing Name: bldg E UG REV. 4-4-16 Calculation Date: 4/20/2016 Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: Type of System: In-rack Demand: Hose Streams: #1 BLDG E Light Hazard NA 0.100gpm/ft2 1500.00ft2 (Actual 1567.05ft2) 94.65ft2 Upright 16 WET Volume of Dry or PreAction System: N/A gpm at Node: N/A 100.00 at Node: 1 Type: Allowance at Source N/A Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 402.40 @50.881 Water Supply Information: Name of Contractor: INDUSTRIAL FIRE SPRINKLER CO. Address: 3845 IMPERIAL AVE., SAN DIEGO CA. 92113 Phone Number: 619-266-6030 Name of designer: STEVE SCOTT Authority Having JurisdictionCARLSBAD FIRE Notes: Automatic peaking results Left: N/A Right: 43.549 &© M.E.P.CAD, Inc. FAutoSPRINK® 12 02.0.47.0 # 1 4/20/2016 1:42:07PM Page 1 Hydraulic Graph Job Name: PALOMAR BLDG F N 1.85 Remote Area Number: # I Date: 4/20/2016 - Water Supply ___ _____ ______ _______ 35-H- ________ _________ I Summary Sheet _______ Node:1 20— Available Supply Static Pressure 110.000 402.40 ci 109.629 05- 90- - sI;;::: 1000.00 © 84.000 75-H 50— 302.40 50.881 402.40 with Hose Allowance at Source 30- System demand cury is 0_LUILLLLLL111111111111111111 IllIllIll 111111111 liii liii 111111111 111111111 I I I I I I I I U800 IOUU 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 ik© M.E.P.CAD. Inc. F AutoSPRINK® 12 02.0.47.0 4/20/2016 1:42:08PM Paqe 2 Hydraulic Graph Job Name: PALOMAR BLDG F N 1.85 Remote Area Number: # I Date: 4/20/2016 BOR Summary Sheet 20H Available Supply Static Pressure 110.000 402.40 109.629 90- - - 4000.00 @ 84.000 75 60 45 - i02.40 43.279 Allowance at Source 402.40 with Hose 30 1 I System demand curve 0- ULtLIILLIJIIIIIIIII IllIllIll 111111111 111111111 111111111 111111111 liii 11111 I I I I I I I I 0800 1600 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 ,© M.E.P.CAD. Inc. F AutoSPRINK® 12 02.0.47.0 4/20/2016 1:42:08PM Paqe 3 ISummary Of Outfiowung Devices I Job Number: 15-818 Reoort Descriotion: Liaht Hazard (# I Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 113 14.82 12.00 5.6 7.000 Sprinkler 114 14.88 12.00 5.6 7.064 Sprinkler 115 15.38 12.00 5.6 7.540 Sprinkler 116 16.53 12.00 5.6 8.709 Sprinkler 117 16.91 12.00 5.6 9.123 Sprinkler 118 16.99 12.00 5.6 9.205 Sprinkler 119 17.54 12.00 5.6 9.814 Sprinkler 120 18.40 12.00 5.6 10.793 Sprinkler 121 18.83 12.00 5.6 11.308 Sprinkler 122 20.75 12.00 5.6 13.726 Sprinkler 123 20.93 12.00 5.6 13.970 Sprinkler 124 20.96 12.00 5.6 14.004 Sprinkler 125 21.08 12.00 1 5.6 14.176 Sprinkler 126 21.70 12.00 5.6 15.019 Sprinkler 127 23.23 12.00 5.6 17.212 Sprinkler 128 23.46 12.00 5.6 17.556 Most Demanding Sprinkler Data 1, © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 4/20/2016 1:42:10PM Page 4 Job Name: PALOMAR BLDG F Remote Area Number: # I Date: 4/20/2016 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 (PI) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Friction(Pt) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) 113 20'-2 5.6 14.82 1 (See Notes) 0'-6 120 7.000 ." Route I • •••• Sprinkler, T(5'-O) 5-0 0.074703 0.208 41 19'-8 14.82 1.0490 5-6 0.409 41 19'8 14.88 1% 8'-0 120 7.617 Flow (q) from Route 2 0.071128 42 19'-8 • 29.70 1.3800 8'-O 0.569 42 198 15.38 1 4 8'-O 120 8.186 Flow (q) from Route 3 0.153907 43 19'-8 45.08 1.3800 8-0 1.231 43 198 16.53 1% 8'- O 120 4 9.17 Flow (q) from Route 4 0.274286 44 19'-8 61.60 1.3800 8'-O 2.194 44 19'8 18.40 1Y4 8'- 120 612O 11. Flow (q) from Route 8 0.444797 45 19'-8 80.00 1.3800 8-0 3.558 45 19'-8 21.08 1% (See Notes) 2.0Y2 120 15.170 Flow (q) from Route 13 T(6'-O) 6'-O 0.685665 46 19'-8 101.08 1.3800 8'-0V2 5.516 46 19'-8 46.70 1'/4 (See Notes) 31 120 20.686 Flow (q) from Route 15 6-0 1.384341 1.337 47 16-7 147.78 1.3800 P0(6-0)9-1 12.574 47 16-7 154.62 4 (See Notes) 345V2 120 34.597 Flow (q) from Route 5 PO(20-0) 20'-0 0.020315 48 16-7 302.40 4.3100 54-5Y2 1.106 48 16-7 6 57'-6Y2 120 35.704 0.003061 49 16-7 • 302.40 6.3570 57'-6V2 0.176 49 16-7 6 (See Notes) 241 8 120 35.880 T(37-81,4) 3T-8Y2 0.001997 11 16'-7 240.08 6.3570 62'-4Y2 0.125 11 16-7 62.32 6 (See Notes) 147 120 36.005 Flow (q) from Route 17 2E(17'-7) 35'-2Y2 0.003061 9 16-7 302.40 6.3570 r49-9/12 0.152 f,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 #1 4/20/2016 1:42:12PM Page 5 Job Name: PALOMAR BLDG F Remcite Aea' Number: # 1 Date: 4120/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (M and shown as a negative value. Fitting (Foo Pf Friction Loss Per Unit Elev(Pe) Friction(Pf) Node 2 EIev2 00(Ft) Total Flow Actual ID Total (Foot) 9 16'-7 6 (See Notes) 14'11Y2 120 36.157 f(-0.000), ALV(35'-2%), GV(3'-O), E(14'-O), BOR 52-21/2 - 0.003061 6.900 10 0'8 : 302.40 6.3570 - 67' 2 2 0. 21 10 0'-8 6 (See Notes) 5'0 120 43.279 E(17'-7) 17'-7 0.003061 8 0-8 302.40 6.3570 22'-7 0.069 8 0'-8 8 (See Notes) 10'61/2 140 43.348 2E(31'-71/2) 63'-3 0.000576 0.898 7 -1'-5 302.40 8.4500 0.042 8 (See Notes) 306'-7% 150 44.288 2E(27'-2), LtE(19'-7%) 73'-111/2 0.000669 1.201 6 -4'-2 : 302.40 7.9800 380'7 0.255 6 4-2 8 (See Notes) 16'1 140 45.743 2E(31-7%), BFP(-8.000), LtE(22'-10) 86-1 0.000576 5 4-2 302.40 8.4500 - 102' 2 8.059 5 4-2 8 (See Notes) 23'1 150 53.802 T(52--1 0) 52'-10 75'-101/2 0.000669 0.137 4 4-6 302.40 7.9800 0.051 4 4-6 8 (See Notes) 788'-11/2 150 53.990 E(27'-2), S 27'-2 0.000239 -3.304 I 3'-l% 173.16 7.9800 815-31/2 0.195 100.00 50.881 Hose Allowance At Source Total(Pt) Route 1 1 402.40 114 20'-2 5.6 14.88 1 (See Notes) 0'6 120 7.064 ••'••Route2'.'.. Sprinkler, E(2'-O) 2'-O 0.075335 0.208 50 191-8 14.88 1.0490 2'-6 0.187 50 191-8 1 81 0 120 7.459 0.019814 41 191-8 14.88 1.3800 8'-0 0.159 7.617 Total(Pt) Route 2 115 20'-2 5.6 15.38 1 (See Notes) 0'-6 120 7.540 ".. Route 3 "" Sprinkler, T(6-0) 6-0 0.080018 0.208 42 19'-8 15.38 1.0490 66 0.438 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 #1 4/20/2016 1:42:12PM Page 6 Job Name: PALOMAR BLDG F Remote Area Number: # I Date: 4/20/2016 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 (PQand 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) 8.186 Total(Pt) Route 3 116 20'-2 5.6 16.53 if (See Notes) 0'6 120 8.709 "Route4'•" Sprinkler, T(5'-O) 510 0.091428 0.208 43 19'-8 ' 16.53 1.0490 0.501 9.417 Total(Pt) Route 4 117 20'-2 5.6 16.91 1 (See Notes) 0'-6 120 9.123 "• Route 5.'" Sprinkler, T(5'-O) 5-0 0.095448 0.208 75 19'-8 16.91 1.0490 516 0.523 75 19'-8 16.99 1% 81 0 120 9.854 Flow (q) from Route 6 0.090873 76 19'-8 33.91 1.3800 8 -0 0.727 76 19'-8 17.54 11,4 81-0 120 10.581 Flow (q) from Route 7 0.196553 77 19'-8 51.45 1.3800 8-0 1.572 77 19'-8 18.83 1 8'-0 120 12.153 Flow (q) from Route 9 0.350006 78 19'-8 70.28 1.3800 8-0 2.800 78 191-8 20.93 1% (See Notes) 2'-0Y2 120 14.954 Flow (q) from Route 11 T(6'-O) 6'-0 0.566925 79 19'-8 9121 1.3800 8'-0'/2 4.561 79 191-8 63.41 1Y4 (See Notes) 31 1 120 19.515 Flow (q) from Route 10 PO(6'O) 6'-0 1.505097 1.337 80 16'-7 154.62 1.3800 13.671 80 16'-7 4 12'-9 120 34.523 0.005873 47 16'-7 154.62 4.3100 12-9 0.075 34.597 Total(Pt) Route 5 118 20-2 5.6 16.99 1 (See Notes) 0'-6 120 9.205 '•" Route 6 ' Sprinkler, E(2'-O) 2'-0 0.096240 0.208 81 19'-8 16.99 1.0490 2'-6 0.239 81 19'-8 1% 81 0 120 9.652 0.025312 75 19'-8 16.99 1.3800 8 -0 0.202 , 0 M.EP.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #1 4/20/2016 1:42:12PM Page 7 Job Name: PALOMAR BLDG F Remoe Area Number: # 1 Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negativevalue. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) '•." Total Flow Actual ID Total (Foot) Friction(Pf) ___________ 9.854 Total(Pt) Route 6 119 20'-2 5.6 17.54 1 (See Notes) 0'6 120 9.814 .'.' Route 7•• " • Sprinkler, T(5'-O) 5'-O 0.102112 0.208 76 19'-8 17.54 1.0490 5'6 0.559 10.581 Total(Pt) Route 7 120 20'-2 5.6 18.40 1 (See Notes) 0'-6 T 120 10.793 ' Route 8 ••'" Sprinkler, T(5 -0) 51-0 0.111501 0.208 44 19'-8 18.40 1.0490 6-6 0.611 11.612 Total(Pt) Route 8 121 20'-2 5.6 18.83 1 (See Notes) 0'6 T 120 11.308 s" Route 9"" Sprinkler, T(5'-O) 5'-O 0.116413 0.208 77 19'-8 18.83 1.0490 5'6 0.638 12.153 Total(Pt) Route 9 122 20'-2 5.6 20.75 i (See Notes) 0'-6 120 13.726 eee- •••' Route 10 • Sprinkler, T(5'-0) 5'-O 0.139266 0.208 86 191-8 20.75 1.0490 5'-6 0.763 86 19'-8 1v4 8'0 120 14.697 0.036628 87 19'-8 . . 20.75 1.3800 8'-O 0.293 87 19'-8 20.96 8'-0 120 14.990 Flow (q) from Route 12 0.133279 88 19'-8 41.70 1.3800 8 '-O 1.066 88 19'-8 21.70 1% (See Notes) 6111% 120 16.056 Flow (q) from Route 14 T(6'-O) 6'-0 0.289322 IV-11%3459 79 19'-8 63.41 1.3800 19.515 Total(Pt) Route 10 123 20'-2 5.6 20.93 1 (See Notes) 0'-6 120 13.970 "" Route 11 .•1•• Sprinkler, T(5'-O) 5'-O 0.141558 0.208 78 19'-8 20.93 1.0490 5'-6 0.776 14.954 Total(Pt) Route 11 124 20'-2 5.6 20.96 1 (See Notes) 0'-6 120 14.004 ' •.. Route 12 Sprinkler, T(5'-O) 51-0 0.141879 0.208 87 19'-8 20.96 1.0490 5'-6 0.777 f,© M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.47.0 #1 4/20/2016 1:42:12PM Page 8 Job Name: PALOMAR BLDG F Remote Meg Number: # I Date: 4/20/2016 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 (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - . Total Flow Actual ID Total (Foot) Friction(Pf) ___ 14.990 Total(Pt) Route 12 125 20'-2 5.6 __ 21.08 ___________ 1 ________ (See Notes) 0'-6 120 14.176 *****Route 13'•''s Sprinkler, 5'-O 0.143487 0.208 45 19'-8 21.08 1.0490 T(6-0)5'-6 0.786 15.170 Total(Pt) Route 13 126 20'-2 5.6 21.70 1 (See Notes) 0'-6 120 15.019 "Route 14 .... Sprinkler, T(5' -O) 5'-O f 0.151359 0.208 88 19'-8 : 21.70 1.0490 6-6 0.829 16.056 Total(Pt) Route 14 127 20'-2 5.6 23.23 1 (See Notes) 0'-6 120 17.212 so se e Route 15'.... Sprinkler, T(5'-O) 5'-O 0.171703 0.208 89 19'-8 : 23.23 1.0490 5'-6 0.941 89 19'-8 1','4 81-0 120 18.361 0.045159 90 19'-8 : -. •:. : 23.23 1.3800 8'-O 0.361 90 19'-8 23.46 1'/4 (See Notes) 5'11Y2 120 18.722 Flow (q) from Route 16 T(6'-O) 6'-0 0.164298 46 19'-8 . . 46.70 1.3800 1 /2 1.964 20.686 Total(Pt) Route 15 128 20'-2 5.6 23.46 1 (See Notes) 0'-6 120 17.556 ' "• Route 16 Sprinkler, T(5'-0) 5'-O 0.174874 0.208 90 19'-8 . . 23.46 __________ 1.0490 5'-6 0.958 18.722 Total(Pt) Route 16 111 19'-8 2.18 1 3'-1 120 34.599 *sees Route 17"' Flow (q) from Route 23 0.000567 1.337 99 _____ 16-7 _________ .. • .. 2.18 _________ 1.3800 _______ 3'-1 0.002 99 16-7 2.18 4 (See Notes) 101 10 52-8 120 0.000008 35.938 O(26-4), Flow (q) from Route 22 PO(26'-4) 108 16'-7 - 4.36 4.2600 63'-6Y2 0.001 108 16'-7 11.53 4 (See Notes) 91 9 52'-8 120 0.000092 35.938 O(26-4), Flow (q) from Route 21 PO(26'-4) 105 16'-7 15.89 4.2600 62'-5 0.006 ,© M.E.P.CAD, Inc. 1,41 AutoSPRINK® 12 02.0.47.0 #1 4/20/2016 1:42:12PM Page 9 Job Name: PALOMAR BLDG F Remote Area, Number: # I Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 105 16-7 12.49 4 (See Notes) 91-9 52-8 120 0.000270 35.944 O(26-4), Flow (q) from Route 20 P0(26-4) 102 16-7 28.38 4.2600 62-5 0.017 102 16-7 14.99 4 (See Notes) 4'1Y2 52'-8 120 0.000592 35.961 'O(26-4), Flow (q) from Route 19 P0(26-4) 24 16-7 '. 43.37 4.2600 56'-91/2 0.034 24 16-7 18.94 6 (See Notes) 233 120 35.994 Flow (q) from Route 18 -8% T(37' ) 37-8Y2 0.000165 11 16-7 : 62.32 6.3570 60-11Y2 0.010 36.005 Total(Pt) Route 17 49 16-7 4 (See Notes) 5'7% 120 35.880 .'.. Route 18 *99*9 PO(20'O) 20'-O 0.000121 131 16-7 - . 18.94 4.3100 25'-7Y2 0.003 131 16-7 21/2 (See Notes) 27 120 35.883 PO(12'0) 12-0 0.001168 -1.120 130 19'-2 18.94 2.7050 1417 0.017 130 19'-2 21/2 (See Notes) 471 11 120 34.780 PO(120) PO(12'-O) 24-0 0.001168 129 19'-2 • 18.94 2.7050 71'll 0.084 129 19-2 21/2 2'-7 120 34.864 0.001168 1.120 112 16-7 • . 18.94 2.7050 2-7 0.003 112 16-7 4 (See Notes) 5'7V2 120 35.987 PO(26'4) PO(26'-4) 52'-8 0.000128 24 ______ 16-7 __________ . . .. • 18.94 __________ 4.2600 58-4 0.007 35.994 Total(Pt) Route 18 49 16-7 4 (See Notes) 4'-1Y2 120 35.880 '••' Route l9..'.. PO(20'O) 20-0 0.000559 96 16-7 •. • 43.37 4.3100 24'-1Y2 0.013 96 16-7 21/2 (See Notes) 2'7 120 35.893 PO(12'O) 12'-O 0.000758 -1.120 104 19'-2 14.99 2.7050 14'-7 0.011 © M.E.P.CAD, Inc. jul AutoSPRlNK® 12 v1 2.0.47.0 #1 4/20/2016 1:42:12PM Page 10 Job Name: PALOMAR BLDG Remote Area Number: # 1 Date: 4/20/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices . Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) (Foot) Elev(Pe) Node 2 Elev 2 (Foot) .'; . Total Flow (Q) (Foot- ) Actual ID Total Friction(PI) 104 19'-2 21/2 (See Notes) 471 11 120 34.784 P0(12-0) P0(120) 24'-O 0.000758 103 19'-2 14.99 2.7050 71'11 0.054 103 19'-2 21/2 2-7 120 34.839 0.000758 1.120 102 16'-7 .. 14.99 2.7050 2'-7 0.002 35.961 Total(Pt) Route 19 96 16-7 4 91-9 120 35.893 ••'•'Route2O'•.'. 0.000255 95 16-7 28.38 4.3100 0.002 95 16-7 21/2 (See Notes) 2'-7 120 35.896 P0(12-0) — 17-0 0.000540 -1.120 107 19'-2 12.49 2.7050 14'-7 0.008 107 19'-2 21/2 (See Notes) 47'11 120 34.784 P0(12 -0) PO(12'-O) 24'-0 0.000540 106 19'-2 : 12.49 2.7050 71'11 0.039 106 19'-2 21/2 2'-7 120 34.823 0.000540 1.120 105 16'-7 - 12.49 2.7050 2'-7 0.001 35.944 Total(Pt) Route 20 95 16-7 4 91-9 120 35.896 Route 21 0.000087 91-9 94 16'-7 - 15.89 4.3100 0.001 94 16-7 2% (See 2'-7 120 35.897 P0(12 -0) 12'-0 Notes / 0.000466 -1.120 110 19'-2 . - - 11.53 2.7050 14'-7 0.007 110 19'-2 21/2 (See Notes) 47'11 120 34.784 P0(12-0) PO(12'-O) 24'-0 0.000466 109 19'-2 11.53 2.7050 71'-11 0.034 109 19'-2 21/2 2'-7 120 34.817 0.000466 1.120 108 16'-7 . 11.53 2.7050 2'-7 0.001 35.938 Total(Pt) Route 21 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 #1 4/20/2016 1:42:12PM Page 11 Job Name: PALOMAR BLDG F ReEnotla Aea Number: # 1 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. LengthTotal 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Friction(Pf) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID (Foot) 94 16-7 4 10'-10 120 35.897 •••••Route22••'•' 0.000008 93 16-7 4.36 4.3100 -io'-io 0.000 93 16-7 4 12'-9 120 35.897 0.000002 98 16-7 2.18 4.3100 12'-9 0.000 98 16'-7 -p,'4 (See 3'l 120 35.897 P0(6 -0) 6-0 Notes ' 0.000565 -1.337 97 19'-8 2.18 1.3800 0.005 97 19'-8 1% (See Notes 47'l1 120 34.565 T(6 0) T(6'-O) 12'-O 0.000565 101 19'-8 2.18 1.3800 59'i1 0.034 101 19'-8 1 3'l 120 34.599 0.000565 1.337 100 16-7 2.18 1.3800 3'-1 0.002 100 16-7 4 (See Notes 12'9 120 35.938 P0(26-4) PO(26'-4) 52'-8 0.000002 99 16'-7 2.18 4.2600 65'-5 0.000 35.938 Total(Pt) Route 22 93 16'-7 1% (See N Notes) 3'-i 120 35.897 "•• Route 23 P0(6-0) 6-0 0.000567 -1.337 92 191-8 2.18 1.3800 91 1 0.005 92 19'-8 1% (See Notes) 47'i 1 120 34.565 T(6 -0) T(6'-O) 12'-0 0.000567 ill 19'-8 2.18 1.3800 F 59'-ll 0.034 34.599 Total(Pt) Route 23 4 4-6 8 (See Notes) 1332'-8Y2 150 53.990 • •.. Route 24..'.' EE(13'-7), 2E(27'-2) 67'-i 1 0.000139 -3.304 I 3'-114 129.24 7.9800 1400'-7V2 0.195 50.881 Total(Pt) Route 24 L M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #1 4/20/2016 1:42:12PM Page 12 Job Name: PAI..OMAR BLDG F Remote Aea Number: # 1 Date: 4/20/2016 Equivelent Pii Léi,ths Of Valves and Fittings (C=i20only). • ICVe Mu!tilier 1 Actual Inside Diameter 4.87 = Fact Schedule 40 Steel Pipe Inside Diameter) or Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 r - 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 DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11 Y4° Elbow Ee2 221/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 Out PIV Post Indicating Valve P0 Pipe Outlet re Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter PZCap sCV Swing Check Valve Spr Sprinkler r T Tee Flow Turn 90° Tr Tee Run WirF Wirsbo WMV Water Meter Valve ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 #1 4/20/2016 1:42:11 PM Page 13 Hydraulic Calculations for Project Name: PALOMAR BLDG F Location: LOTS 1,2 AND 8 TIGER RUN COURT, CARLSBAD, CA., Drawing Name: bldg E UG REV. 4-4-16 Calculation Date: 4/20/2016 Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: #2 - BLDG Extra Hazard Group I N\A 0.450gpm/ft2 3000.00ft2 (Actual 3060.62ft2) 88.00ft2 Pendent 41 Type of System: WET Volume of Dry or PreAction System: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: I Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1647.97 @69.533 Water Supply Information: Name of Contractor: INDUSTRIAL FIRE SPRINKLER CO. Address: 3845 IMPERIAL AVE., SAN DIEGO CA. 92113 Phone Number: 619-266-6030 Name of designer: STEVE SCOTT Authority Having JurisdictionCARLSBAD FIRE Notes: Automatic peaking results Left: 69.533 Right: N/A 1&© M.E.P.CAD, Inc.111AutoSPRINK@ 12 02.0.47.0 #2 4/20/2016 1:43:05PM Page 1 Hydraulic Graph Job Name: PALOMAR BLDG F N 1.85 Remote Area Number: #2 Date: 4/20/2016 - Water Supply 35 - Summary Sheet __________ Node: I - - ____ ______ _______ ________ __________ ___________ 20-7-- :Static Pressure 110.000 05 1647.97 104.959 .., 1000.00 @ 84.000 75H — 1397.97 @ 69.533 647.97 with Hose Allowance at Source 6 0 got- System demand curve ____ 11111111 111111111 111111111 111111111 111111111 111111111 I I I I I I I I I U800 1600 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 ,© M.E.P.CAD, Inc. fl AutoSPRINK® 12 02.0.47.0 4/20/2016 1:43:06PM Page 2 Hydraulic Graph Job Name: PALOMAR BLDG F N 1.85 Remote Area Number: #2 Date: 4/20/2016 4= QV BOR Summary Sheet 20— Static Pressure 110.000 1647.97 104.959 90 1000.00 @ 84.000 75 60-- 1397.97 @ 51 .211 with Hose Allowance at Source ff1647.97 mand curve 15 El o111111111111 111111111 11111111 I 111111111 11111 III I I I I I I I I I I I I I I I I I I U800 1OUU 2400 3200 4800 4000 5600 Flow - gpm 6400 7200 8000 A© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 4/20/2016 1:43:06PM Page 3 - Ji llISummaryOf Outflowrng Devices Job Number 15818 Report Description: Extra Hazard Group I (#2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 201 14.82 12.00 5.6 7.000 Sprinkler 202 49.07 39.60 14 12.285 Sprinkler 203 14.92 12.00 5.6 7.102 Sprinkler 204 15.38 12.00 5.6 7.541 Sprinkler 205 15.78 12.00 5.6 7.940 Sprinkler 206 51.57 39.60 14 13.568 Sprinkler 207 15.89 12.00 5.6 8.055 Sprinkler 208 16.02 12.00 5.6 8.183 Sprinkler 209 51.73 39.60 14 13.653 Sprinkler 210 42.66 39.60 14 9.283 Sprinkler 211 42.75 39.60 14 9.325 Sprinkler 212 43.01 39.60 14 9.439 Sprinkler 213 44.80 39.60 14 10.240 Sprinkler 214 46.01 39.60 .14 10.800 Sprinkler 215 47.82 39.60 14 11.667 Sprinkler 216 16.13 12.00 5.6 8.301 Sprinkler 217 16.37 12.00 5.6 8.548 Sprinkler 218 43.55 39.60 14 9.677 Sprinkler 219 43.65 39.60 14 9.720 Sprinkler 220 43.91 39.60 14 9.838 Sprinkler 221 44.46 39.60 14 10.085 Sprinkler 222 45.71 39.60 14 10.659 Sprinkler 223 47.56 39.60 14 11.541 Sprinkler 224 16.53 12.00 5.6 8.712 Sprinkler 225 43.64 39.60 14 9.716 Sprinkler 226 43.75 39.60 14 9.766 Sprinkler 227 43.81 39.60 14 9.794 Sprinkler 228 43.91 39.60 14 9.838 Sprinkler 229 44.18 39.60 14 9.957 Sprinkler 230 43.84 39.60 14 9.807 Sprinkler 231 43.97 39.60 14 9.862 Sprinkler 232 44.32 39.60 14 10.022 Sprinkler 233 45.06 39.60 14 10.361 Sprinkler 234 46.32 39.60 14 10.946 Sprinkler 235 16.62 12.00 5.6 8.808 Sprinkler 236 17.59 12.00 5.6 9.864 Sprinkler 237 17.85 12.00 5.6 10.161 Sprinkler 238 17.90 12.00 5.6 10.214 Sprinkler 239 18.18 12.00 5.6 10.540 Sprinkler 240 18.40 12.00 5.6 10.793 Sprinkler 241 18.53 12.00 5.6 1 10.948 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. 50AutoSPRlNK® 12 v12.0.47.0 4/20/2016 1:43:08PM Paae 4 Job Name: PALOMAR BLDG F Remote Atea Number: #2 Date: 4/20/2016 Pipe Information Elev I Flow added Fiftings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting!Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, when Node 2 Elev 2 * Total Flow Actual ID Length Loss Per Unit applicable, are added directly Total (Foot) (Q) (Foot) (psi) Friction(Pf to (PQ and shown as a negative value. 201 20-2 5.6 14.82 1 (See 0'6 120 7.000 .... Route I • • Notes) Sprinkler, 5'-O 0.208 15 19'-8 14.82 1.0490 0.074703 T(5'-O) 5'-6 0.409 15 19-8 14.92 1% 8'-0 120 7.617 Flow (q) from Route 2 0071306 16 191-8 2974 1.3800 8'-0 0.570 16 19-8 15.38 1 A 8'-0 120 8. 187 Flow (q) from Route 3 0.154169 17 19'-8 45.12 1.3800 81-0 1.233 17 19'-8 16.53 1I 4'-0 120 9.421 Flow (q) from Route 11 18 19'-8 61.65 1.3800 0.274654 2E(3'-O) o 2.747 18 19'-8 11,4 0'-6 120 12.167 -0.217 19 20'-2 61.65 1.3800 0.274654 0'-6 0.137 19 20'-2 2% (See 7'0 120 12.088 Notes) P0(12-0) 12'-0 202 20'-2 . 61.65 2.7050 0.010360 0.197 202 20'-2 14 49.07 21/2 (See 31 91/2 120 12.285 Notes) Sprinkler, 12'-0 20 20'-2 110.72 2.7050 0 030605 P0(12' 0) 0483 20 20-2 223.51 2A 3'-7 120 12.767 Flow (q) from Route 15 1.553 21 16-7 334.23 2.7050 0.236308 31-7 0.847 21 16-7 4 (See 91 0 120 15.168 Notes) PO(26'4) 57-8 22 16'7 334.23 4.2600 0.025877 PO(26'-4) 61'-8 1.596 22 16'-7 386.04 4 (See 11 9 120 16.763 Notes) 52-8 '0(26'-4), Flow (q) from Route 4 23 16'-7 720.27 4.2600 0.107102 PO(26'-4) 5.826 23 16-7 677.70 6 (See 147'6 120 22.590 Notes) Flow (q) from Route 6 1081-1% 24 16'-7 1397.97 6.3570 0.051998 T(37'-8%),4E(17'-7) 255'-7%] 13.292 &C M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 5 Job Name: PALOMAR BLDG F Remoe Area Number: #2 Date: 4/20/2016 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 (00) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow ID Actual (Foot) (Foot) tal Friction(PO 24 16-7 6 (See Notes) 233 120 35.882 T(372) 37-8% 0.034103 11 16'-7 1112.95 6.3570 60'-ll% 2.079 11 16-7 285.02 6 (See Notes) 14'7 120 37.961 Flow (q) from Route 23 2E(17'-7) 35'-2Y2 0.051998 9 16'-7 1397.97 6.3570 2.589 9 16-7 6 (See Notes) 14'11Y2 120 40.550 f(-0.000), ALV(35'-21h), GV(3'-O), E(14'-0), BOR 52'21/2 0.051998 6.900 10 01-8 1397.97 6.3570 67' - 2 3.761 10 01-8 6 (See Notes) 60 120 51.211 E(17'7) 17'-7 0.051998 8 0'-8 1397.97 6.3570 22'-7 1.175 8 0'-8 8 (See Notes) 10'6V2 140 52.386 2E(31'-71A) 63'-3 0.009776 0.898 7 -1'-5 1397.97 8.4500 73-9 0.721 7 -1'-5 8 (See Notes) 306'71/2 150 54.005 2E(27'-2), LtE(19'-7%) 73'-11Y2 0.011371 1.201 6 -4'-2 1397.97 7.9800 380'-7 4.327 6 4-2 8 (See Notes) 16'1 140 59.533 2E(31-7'A), BFP(-8.000), LtE(22'-10) 86'-1 0.009776 5 4-2 1397.97 8.4500 - 102' 2 8.999 5 4-2 8 (See Notes) 231 150 68.532 T(52'-lO) 52-10 0.011371 0.137 4 4-6 1397.97 7.9800 75' IOY 0.863 4 4-6 8 (See Notes) 788'-1Y2 150 69.532 E(27'-2) S 27-2 0 004053 -3.304 I 3'-1Y2 80048 7.9800 815'-3% 3.305WAI 250.00 69.533 Hose Allowance At Source Total(Pt) Route I 1 1647.97 203 20'-2 5.6 14.92 1 (See Notes) 0'-6 120 7.102 • •'• Route 2.' Sprinkler, E(2'-O) 2'-0 0.075711 0.208 25 19'-8 14.92 1.0490 2'-6 0.188 f,© M.E.P.CAD, Inc. 101l AutoSPRlNK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 6 Job Name: PALOMAR BLDG F Rernoth Area fJumber: #2 Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (M 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 Tothl (Foot) Friction(Pfl 25 19'-8 11/4 6-0 120 7.498 0.019912 15 19'-8 14.92 1.3800 6'-O 0.119 7.617 Total(Pt) Route 2 204 20'-2 5.6 15.38 1 (See Notes) 0'-6 120 7.541 .... Route 3• Sprinkler, T(5'-0) 5'-O 0.080031 0.208 16 19'-8 - 15.38 1.0490 5'-6 0.439 8.187 Total(Pt) Route 3 205 20'-2 5.6 15.78 1 (See Notes) 0'6 120 7.940 .... Route 4'••'• Sprinkler, T(5'-O) 6-0 0.083938 0.208 26 19'-8 15.78 1.0490 51-6 0.460 26 19-8 15.89 1% 8'-0 120 8.608 Flow (q) from Route 5 0080116 27 19'-8 3167 13800 8'-0 0.641 27 • 19-8 16.37 1 I,'4 8-0 120 9.249 Flow (q) from Route 9 173184 0.173184 '-0 28 19-8 4805 13800 8-0 1.385 28 19'8 17.59 1/4 3'-0 120 10.634 Notes) Flow (q) from Route 17 2E(3'-O) V-0 0.308412 29 19-8 65.63 1.3800 2.776 29 19-8 1 0-6 120 13.410 .308412 0.308412 '-6 -0.217 30 20-2 65.63 1.3800 O-6 0.154 30 20'-2 2% (See Notes) 70 120 13.347 P0(12-0) 17-0 0011633 206 20'-2 6563 27050 0.221 206 20-2 14 51.57 2% (See Notes) 3'-9'/2 120 13.568 Sprinkler, PO(12-0) 12'-0 0.034004 31 20'-2 J 117.20 2.7050 15-9% 0.536 31 20•2 268.84 I 2/2 3'7 120 14.104 Flow (q) from Route 10 0.308514 1.553 22 16'-7 386.04 2.7050 T-77 1.106 16.763 Total(Pt) Route 4 , 0 M.E.P.CAD, Inc. 10.11 AutoSPRINK® 12 v1 2.0.47.0 #2 4/20/2016 1:43:09PM Page 7 Job Name: P14LOMAR BLDG F Remofe Area Number: #2 Date: 4/20/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (M 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(PO 207 20'-2 5.6 15.89 1 (See Notes ' 0'6 120 8.055 .1•S Route 5 Sprinkler. E(2'O) 2'-O 0.085060 0.208 32 19'-8 -• - -. 15.89 _______ 1.0490 2'-6 0.211 32 191-8 1% 6'-0 120 8.473 0.022371 -0 022371 26 19'8 1589 13800 6'O 0.134 8.608 Total(Pt) Route 5 208 20'-2 5.6 16.02 1 (See Notes ' 0'6 120 8.183 's Route 6 •' Sprinkler, T(5'-O) 5'-O 0.086309 0.208 33 19'-8 16.02 1.0490 5'-6 0.473 33 19'-8 16.13 1/4 - 120 8.863 Flow (q) from Route 8 0.082378 34 19'-8 32.15 1.3800 8-0 0.659 34 19'8 16.62 1% - 0 120 9.522 Flow (q) from Route 16 0.17806 35 19'-8 48.77 1 3800 8' 0 1.425 35 191-8 17.85 1 1/4 (See 2'-0 120 10.947 Notes) Flow (q) from Route 18 2E(3'-O) 6-0 0317079 36 19-8 6662 1 3800 2 537 36 19'-8 0'-6 120 13.484 0.317079 -0.217 37 201-2 66.62 1.3800 0'-6 0.159 37 20-2 2% (See Notes' 7'-O 120 13.425 P0(12-0) 12'-O 0.011960 209 20'-2 66.62 2.7050 19'-O 0.227 209 20'-2 14 51.73 21/2 (See Notes ' 3'9'A 120 13.653 Sprinkler, P0(120) 12'-0 15-01/-0034625 38 20-2 11835 27050 0.546 38 20'2 267.05 21/2 - 7 120 14.199 Flow (q) from Route 7 0.307566 1.553 39 16-7 385.40 2.7050 1.102 39 16-7 292.29 4 (See Notes) 7'-3 52'-8 120 59'-111/2 0.095685 16.854 0(26-4), Flow (q) from Route 12 PO(26'-4) 23 16-7 677.70 4.2600 5.735 ,© M.E.P.CAD, Inc. 141 AutoSPRlNK® 12 v1 2.0.47.0 #2 4/20/2016 1:43:09PM Page 8 Job Name: PALOMAR BLDG F Remote Mea Number: #2 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (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) 22.590 Total(Pt) Route 6 71 210 20'-2 14 42.66 21/2 (See Notes) 8'-0 120 9.283 '••• Route 7•9 Sprinkler 0.005242 211 20'2 42.66 2.7050 8 -0 0.042 211 20'-2 14 42.75 21/2 (See Notes) 61 0 120 9.325 Sprinkler 0.018935 212 20'-2 - 85.41 2.7050 6-0 0.114 212 20'-2 14 43.01 21/2 (See Notes) 7'101/2 120 9.439 Sprinkler, 2E(6'-O) 17-0 0.040269 213 20'-2 128.42 2.7050 19-1O% 0.801 213 20'-2 14 44.80 21/2 (See Notes) 8'0 120 10.240 Sprinkler 0.070049 214 20'-2 173.22 2.7050 8 -0 0.560 214 20'-2 14 46.01 21/2 (See Notes) 8'0 120 10.800 Sprinkler 0.108308 215 20'-2 . 219.23 2.7050 8-0 0.866 215 20'-2 14 47.82 21/2 (See Notes) 4'21/2 120 11.667 Sprinkler, PO 2.532 12'-0 0.156023 38 20'-2 267.05 2.7050 16'-2% 2.532 14.199 Total(Pt) Route 7 216 20'-2 5.6 16.13 1 (See Notes) 0'6 120 8.301 "Route Sprinkler, E(2' 0) 2-0 0.087460 0.208 40 191-8 16.13 1.0490 2'-6 0.217 40 19'-8 11,4 6'-0 120 8.725 0.023003 33 19'-8 16.13 1.3800 6-0 0.138 8.863 Total(Pt) Route 8 217 29-2 5.6 16.37 1 (See Notes) 0'-6 120 8.548 •'. Route 9 ' 'S.. Sprinkler, T(5'-O) 5-0 0.089871 0.208 27 19'-8 16.37 1.0490 6-6 0.492 9.249 Total(Pt) Route 9 ,© M.E.P.CAD, Inc. @11 AutoSPRlNK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 9 Job Name: PALOMAR BLDG F Remoth Area Number: #2 Date: 4/20/2016 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)Fitting!Device Notes (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly and shown as a to(P f) 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) 218 20'-2 14 43.55 21/2 (See Notes) 8'-0 120 9.677 sees* Route lO••••' Sprinkler 0.005447 219 20'-2 43.55 2.7050 8-0 0.044 219 20'-2 14 43.65 21/2 (See Notes) 6'0 120 9.720 Sprinkler 0.019676 220 20'-2 . 87.20 2.7050 6'-O 0.118 220 20'-2 14 43.91 21/2 (See Notes) 5-10',4 120 9.838 Sprinkler 0.041844 221 20'-2 131.11 2.7050 , 5-10% 0.246 221 20'-2 14 44.46 21/2 (See Notes) 8'0 120 10.085 Sprinkler 0.071819 222 20'-2 .. 175.57 2.7050 8-0 0.575 222 20'-2 14 45.71 21/2 (See Notes) 8'0 120 10.659 Sprinkler 0.110189 223 20'-2 . 221.28 2.7050 8-0 0.882 223 20'-2 14 47.56 21/2 (See Notes) 4'2% 120 11.541 Sprinkler, PO(12'-0) 12'-O 0.157966 31 201-2 * 268.84 2.7050 16'-2% 2.564 14.104 Total(Pt) Route 10 224 20'-2 5.6 16.53 1 (See Notes) 0'-6 120 8.712 ''Route 11"..' Sprinkler, T(5'-0) 5-0 0.091460 0.208 17 19'-8 .: 16.53 1.0490 5'-6 0.501 9.421 Total(Pt) Route 11 225 19'-8 14 43.64 11/4 (See Notes) 11-9 120 9.716 9999sRoute f2'' Sprinkler, PO(6'-O) 6'-0 0.144940 51 191-8 -- 43.64 1.3800 1.125 51 19'-8 2% 7'-10 120 10.840 0.005467 52 19'-8 ... .: 43.64 2.7050 7-10 0.043 52 19'-8 43.75 21/2 6'-0% 120 10.883 Flow (q) from Route 13 0.019756 53 191-8 . 87.39 2.7050 6-0% 0.119 ,© M.E.P.CAD, Inc. jAutoSPRlNK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 10 Job Name: PALOMAR BLDG F Remoth Area Number: #2 Date: 4/20/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Filling (Foot) Pf Friction Loss Per Unit Si Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 53 19'-8 17.90 2'/2 (See Notes) 91 10 120 11.002 Flow (q) from Route 19 2E(6'-O) 12'-0 0.027886 54 19'-8 105.29 2.7050 21'-10 0.609 54 19'-8 18.40 21,4 (See Notes) 20'21/2 120 11.612 Flow (q) from Route 21 E(6'-O) 6'-0 0.037565 55 19'-8 123.68 2.7050 26'-2% 0.985 55 191-8 2½ 3'-1 120 12.597 0.037565 1.337 56 16-7 123.68 2.7050 • 3-1 0.116 56 16'-7 4 (See Notes) 120 120 14.049 PO(26') 3P0(26'-4) 105-4 0.004113 57 16-7 123.68 4.2600 117'-4 0.483 57 16-7 168.61 4 (See Notes) 9'-8 A 120 002011 193 14.532 'O(26-4), Flow (q) from Route 14 3P0(26'-4) 39 16-7 29229 42600 2322 16.854 Total(Pt) Route 12 __77] 226 19-8 14 43.75 1l/4 (See Notes) V-8 120 9.766 •••"Route 13••••• Sprinkler, PO(6'-O) 6-0 0.145641 52 19'-8 43.75 1.3800 7'-8 1.117 10.883 Total(Pt) Route 13 227 20'-2 14 43.81 2½ (See Notes) 8-0 120 9.794 esee ••••' Route 14 ' Sprinkler 0.005508 228 20'-2 43.81 2.7050 8-0 0.044 228 20'-2 14 43.91 2½ (See Notes) 6'0 120 9.838 Sprinkler 0.019896 229 20-2 87.72 2.7050 • 6-0 0.119 229 20'-2 14 44.18 2% (See Notes) 98 120 9.957 Sprinkler, 3E(6-0) 18'-0 0.042311 0.217 58 19'-8 131.90 2.7050 27-8 1.171 58 19-8 18.18 21/2 8'-0 120 11.345 Flow (q) from Route 20 0.053728 59 19'-8 150.08 2.7050 8-0 0.430 f, 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 11 Job Name: PALOMAR BLDG F Remote Area Number: #2 Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PI) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) I Total Flow Actual ID Total (Foot) Friction(Pf) 59 19'-8 18.53 2% (See Notes) 122Y2 120 11.775 Flow (q) from Route 22 E(6'-O) 6'-0 0.066640 60 19'-8 ;.: 168.61 2.7050 18'-2Y2 1.215 60 19'-8 21/2 3'-1 120 12.990 0.066640 1.337 57 161-7 - 168.61 2.7050 3-1 0.205 14.532 Total(Pt) Route 14 230 20'-2 14 43.84 2% (See Notes) 101-0 120 9.807 ' Route 15'•'•• Sprinkler 0.005515 231 20'-2 43.84 2.7050 10-0 0.055 231 20'-2 14 43.97 21/2 (See Notes) 8'0 120 9.862 Sprinkler 0.019932 232 20-2 87.81 2.7050 8-0 0.159 232 20'-2 14 44.32 2% (See Notes) 8'0 120 10.022 Sprinkler 0.042447 233 20'-2 132.13 2.7050 8-0 0.340 233 20'-2 14 45.06 21/2 (See Notes) 8'0 120 10.361 Sprinkler 0.073051 234 20'-2 177.19 2.7050 8-0 0.584 234 20'-2 14 46.32 21/2 (See Notes) 4'21/2 120 10.946 Sprinkler, PO (12'-0) 12'-0 0.112254 20 20'-2 223.51 2.7050 16'-2% 1.822 12.767 Total(Pt) Route 15 235 20'-2 5.6 16.62 1 (See Notes) 0'-6 120 8.808 ••' Route 16 9-9 Sprinkler, T(5'-O) 5-0 0.092397 0.208 34 19'-8 16.62 1.0490 5'-6 0.506 9.522 Total(Pt) Route 16 236 20'-2 5.6 17.59 1 (See Notes) 0'-6 120 9.864 " Route 17 -99 Sprinkler T(5'-O) 5-0 0.102596 0.208 28 19'-8 17.59 1.0490 66 0.562 10.634 Total(Pt) Route 17 f,© M.E.P.CAD, Inc. 211l AutoSPRINK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 12 Job Name: PAI.DMAR BLDG F Remote Area Number: #2 Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PD and shown as a negative value. Fitting (Foot) . Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) .1 I Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 237 20'-2 5.6 17.85 1 (See Notes) 0'-6 120 10.161 ..'. Route 18 Sprinkler, T(5'-O) 5-0 0.105453 0.208 35 19'-8 17.85 1.0490 0.578 10.947 Total(Pt) Route 18 238 20'-2 5.6 17.90 1 (See Notes) 0'-6 120 10.214 ••" Route 19 Sprinkler, T(5'-0) 5-0 0.105957 0.208 53 19'-8 17.90 1.0490 5'6 0.581 11.002 Total(Pt) Route 19 239 20'-2 5.6 18.18 1 (See Notes) 0'-6 120 10.540 *****Route 20-990 Sprinkler T(5 -0) 5-0 0.109080 0.208 58 19'-8 18.18 1.0490 5' 6 0.598 11.345 Total(Pt) Route 20 240 20-2 5.6 18.40 1 (See Notes) 0'-6 120 10.793 ' ••• Route 21 • Sprinkler, T(5'-O) 5-0 0.111501 0.208 54 19'-8 18.40 1.0490 66 0.611 11.612 Total(Pt) Route 21 241 20'-2 5.6 ____ 18.53 __________ 1 _______ (See Notes) 0'-6 120 10.948 •• '•' Route 22 • S Sprinkler T(5'-O) 5-0 0 112985 0.208 59 19'-8 18.53 1.0490 5'-6 0.619 11.775 Total(Pt) Route 22 92 19'-8 9.97 1% (See Notes) 3'-1 120 36.086 ***a* Route 23 Flow (q) from Route 27 P0(6 0) 6'-0 0 009450 1.337 93 16'-7 9.97 1.3800 911 0.086 93 16-7 9.95 4 10'-10 120 37.508 Flow (q) from Route 24 0.000133 94 16-7 19.93 4.3100 10-10 0.001 94 16-7 52.74 4 91-9 120 37.510 Flow (q) from Route 25 0.001453 95 16-7 . 72.67 4.3100 9-9 0.014 95 16-7 57.13 4 91-9 120 37.524 Flow (q) from Route 29 0.004249 96 16'-7 . 129.80 4.3100 9 -9 0.041 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 13 Job Name: PAJ...OMAR BLDG F Remote Area Number: #2 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (M) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Friction(Pf) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Tothi (Foot) 96 16'-7 68.57 4 (See Notes) 4'-1Y2 120 37.565 Flow (q) from Route 28 PO(20'-O) 20'-O 0.009313 49 16'-7 I 198.37 4.3100 24'-l% 0.224 49 16'-7 86.64 6 (See Notes) 241 8 120 37.790 Flow (q) from Route 30 T(37'-81/. , 0.002744 11 16'-7 285.02 6.3570 62-4% 0.171 37.961 Total(Pt) Route 23 97 19'-8 9.95 1¼ (See Notes) 3'-1 120 36.086 •'•' Route 24••••• Flow (q) from Route 26 PO(6'-O) 6'-0 0.009408 1.337 98 16'-7 9.95 1.3800 0.085 98 16'-7 4 12'-9 120 37.508 0.000037 93 16-7 9.95 4.3100 12-9 0.000 37.508 Total(Pt) Route 24 108 16'-7 72.67 21/2 2'-7 120 36.818 ••••• Route 25 s. Flow (q) from Route 31 0.007763 -1.120 109 19'-2 - 52.74 2.7050 • 2-7 0.020 109 19'-2 2% (See Notes) 47'11 120 35.718 P0(120) PO(12-0) 24'-0 0.007763 110 19-2 52.74 2.7050 7V-11 0.558 110 19-2 21/2 (See Notes) 27 120 36.277 PO(12'-O) 12'-0 0.007763 1.120 94 16'-7 - . 52.74 2.7050 14-7 0.113 37.510 Total(Pt) Route 25 108 16'-7 72.67 4 (See Notes) 10'-10 120 0000140 36.818 " Route 26•'•'• '0(26'-4), Flow (q) from Route P0(26 4) 99 16'-7 19.93 42600 63-6% 0.009 99 16'-7 4 (See Notes) 12'9 120 36.827 PO(26'4) P0(26 4) 52-8 0.000039 100 16'-7 9.95 4.2600 65' 0.003 100 16'-7 1% 3'-1 120 36.830 0.009408 -1.337 101 19'-8 9.95 1.3800 3-1 0.029 ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 14 Job Name: PALOMAR BLDG F Remote Aea Number: #2 Date: 4/20/2016 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) N ominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 101 19'-8 1Y4 (See Notes) 47'11 120 35.522 T(6'O) T(6'-O) 12'-O 0.009408 97 19'-8 .: 1.3800 59'-ll 0.564 36.086 Total(Pt) Route 26 99 16'-7 11,4 3-1 120 36.827 ••'•' Route 27 0.009450 -1.337 111 19-8 9.97 1.3800 3 '-1 0.029 111 19-8 1% (See Notes) 47'l1 120 35.520 T(60) T(6-0) 12'-O 0.009450 92 19-8 9.97 1.3800 59-1 1 0.566 36.086 Total(Pt) Route 27 24 19-7 4 (See Notes) 4'l% 120 35.882 Route 28 PO(26'4) PO(26'-4) 52'-8 0.009858 102 16-7 . 198.37 4.2600 56'-9% 0.560 102 16'-7 2% 2'-7 120 36.442 0.01261.5 -1.120 103 19'-2 68.57 2.7050 2-7 0.033 103 19-2 2% (See Notes) 47'l1 120 35.354 P0(120) PO(12'-0) 24'-O 0.012615 104 19'-2 68.57 2.7050 71'-l1 0.907 104 19'-2 21/2 (See Notes) 2'.7 120 36.262 PO(12'-O) 12-0 0.012615 1.120 96 16'-7 68.57 2.7050 14'-7 0.184 37.565 Total(Pt) Route 28 102 16-7 4 (See . Notes) 91 9 120 36.442 o esoo Route 29 *999* PO(264) PO(26'-4) 52'-8 0.004498 -5 105 16'-7 129.80 4.2600 62' 0.281 105 16-7 21/2 2'-7 120 36.722 0.008999 -1.120 106 191-2 57.13 2.7050 2 '-7 0.023 106 19'-2 21/2 (See Notes) 47'l1 120 35.626 PO(120) PO(12'-O) 24'-O 0.008999 107 19'-2 -. 57.13 2.7050 71'-ll 0.647 ,© M.E.P.CAD, Inc. 141 AutoSPRINK® 12 02.0.47.0 #2 4/20/2016 1:43:09PM Page 15 Job Name: PALOMAR BLDG Remote Area Number: #2 Date: 4/20/2016 Pipe Information Node 1 Elev 1 (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 (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) N d 2 ode Elev 2 (Foot) Total Flow (Q) Actual ID Frictuon(Pf) 107 19'-2 21/2 (See Notes) 2'7 120 36.273 PO(12'-O) 12'.0 0.008999 1.120 95 16-7 57.13 2.7050 14'-7 0.131 37.524 Total(Pt) Route 29 24 16'-7 4 (See Notes) 5'-7Y2 120 35.882 . ••• Route 30 • PO(26'4) P0(264) 52'-8 0002129 112 16-7 - 8664 42600 58-4 0.124 112 16-7 2% 2'-7 120 36.006 0 019444 1.120 129 19'-2 86.64 2 7050 2-7 0.050 129 19'-2 21/2 (See Notes) 47'11 120 34.936 P0(12 -0) P0(12-0) 24'-0 0019444 130 19'-2 8664 27050 71'-11 1 398 130 19'-2 2% (See Notes) 2'7 120 36.335 PO(12'-O) 17-0 0.019444 1.120 131 16'-7 86.64 2.7050 14'-7 0.284 131 16-7 4 (See Notes) 5'7% 120 37.738 PO(20'-O) 20'-0 0 002012 49 16'-7 8664 4.3100 25'-7% 0.052 37.790 Total(Pt) Route ~30 105 16-7 4 (See Notes) 91 9 120 36.722 99•••Route31.'... PO(26'4) PO(26'-4) 52'-8 0001538 108 16'-7 7267 42600 62-5 0.096 36.818 Total(Pt) Route 31 4 4-6 8 (See Notes) 1332'8% 150 69.532 ".. Route 32 ' EE(13'-7), 2E(27'-2) 67'-11 0.002359 -3.304 I 3'-l% 597.48 7.9800 1400'-71/2 3.305 69.533 Total(Pt) Route 32 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 16 Job Name: PALOMAR BLDG F Remote A?ea Number: #2 Date: 4/20/2016 Equiváléñt Pipe Lengths of Valves and Fitting C12OSóhly), IQValu Multiplier k 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 Ligend ALV Alarm Valve AngV Angle Valve b Bushing BalV 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 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22%9 Elbow '—F —Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node IT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 1,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.47.0 #2 4/20/2016 1:43:09PM Page 17 Hydraulic Calculations for Project Name: PALOMAR BLDG F Location: LOTS 1,2 AND 8 TIGER RUN COURT, CARLSBAD , CA., Drawing Name: bldg E UG REV. 4-4-16 Calculation Date: 4/20/2016 Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: Type of System: In-rack Demand: Hose Streams: #3 BLDG E Light Hazard N\A 0.100gpm/ft2 1500.00ft2 (Actual 1528.44ft2) 120.00ft2 Upright 13 WET Volume of Dry or PreAction System: N/A gpm at Node: N/A 100.00 at Node: I Type: Allowance at Source N/A Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 318.31 @32.805 Water Supply Information: Name of Contractor: INDUSTRIAL FIRE SPRINKLER CO. Address: 3845 IMPERIAL AVE., SAN DIEGO CA. 92113 Phone Number: 619-266-6030 Name of designer: STEVE SCOTT Authority Having Jurisdiction.CARLSBAD FIRE Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. IF AutoSPRlNK® 12 02.0.47.0 #3 4/20/2016 1:43:42PM Page 1 8000 0800 100 2400 6400 7200 3200 4800 4000 5600 Flow - gpm tk© M.E.P.CAD. Inc. AutoSPRINK® 12 02.0.47.0 4/20/2016 1:43:44PM Pape 2 0 Job Name: PALOMAR BLDG F Remote Area Number: #3 150- 1 I Water fl Supply 35 Summary Sheet Node: 1 20— Available Supply Static Pressure 110.000 5*8.31S 109.759 - - / 1000.00 @ 84.000 so ii -p 218.31 1 32.805 8.31 with Hose Allowance at Courco System demand curve fl_.1IIHUiLIJJ1IIIIIPII 111111111 111111111 IllIllIll III 111111 111111111 11111111 I I I I I I I I I I Hydraulic Graph N 1.85 Date: 4/20/2016 Hydraulic Graph Job Name: PALOMAR BLDG F N 1.85 Remote Area Number: #3 Date: 4/20/2016 BOR Summary Sheet 35 - - 20H Available Supply Static Pressure 110.000 05-- 318.319 109.759 g0- 000.00 @ 84.000 75 . 60— 45 30 218.31 25.506 18.31 with Hose Allowance at Source stem demand curve of nu.u.illlllllll IllIllIlt 111111111 111111111 IllullIll 111111111 III I I I I I I I I I I I I I U800 1 0u 2400 uu 4800 4000 5600 Flow - gpm 6400 7200 8000 &.©M.E.P.CAD. Inc. AutoSPRINK® 12 v12.0.47.0 4/20/2016 1:43:44PM Page 3 'ISummary Of Outfiowung Devices I Job Number: 15-818 Report Description: Light Hazard (#3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 301 14.82 12.00 5.6 7.000 Sprinkler 302 14.88 12.00 5.6 7.064 Sprinkler 303 14.91 12.00 5.6 7.094 Sprinkler 304 14.98 12.00 5.6 7.158 Sprinkler 305 15.38 12.00 5.6 7.540 Sprinkler 306 15.48 12.00 5.6 7.640 Sprinkler 307 16.53 12.00 5.6 8.709 Sprinkler 308 16.63 12.00 5.6 8.823 Sprinkler 309 18.18 12.00 5.6 10.539 Sprinkler 310 18.26 12.00 5.6 10.633 Sprinkler 311 18.30 12.00 5.6 10.677 Sprinkler 312 18.38 12.00 5.6 10.772 Sprinkler 313 21.58 12.00 5.6 14.845 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 4/20/2016 1:43:45PM Page 4 Job Name: PALOMAR BLDG F Remote Area Number: # 3 Date: 4/20/2016 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 ,, (Foot) - - Total Flow Actual ID Total (Foot) Friction(Pf) 9 16-7 6 (See Notes) 14'11Y2 120 18.485 f(-0.000), ALV(35'-2%), GV(3'-O), E(14'-O), BOR 52'-21/2 0.001675 6.900 10 0'-8 218.31 6.3570 67'-2 0.121 10 0'-8 6 (See Notes) 5'-O 120 25.506 E(17'-7) 17'-7 0.001675 8 01-8 218.31 6.3570 22'-7 0.038 8 01-8 • 8 (See Notes) 10'6Y2 140 25.544 2E(31'-7114) 63'-3 0.000315 0.898 7 -1'-5 218.31 8.4500 73'-9 0.023 7 -1'-5 8 (See Notes) 306'71/2 150 26.465 2E(27'-2), LtE(19'-7%) 73'-11Y2 0.000366 1.201 6 -4'-2 • 218.31 7.9800 380'-7 0.139 6 4-2 8 (See Notes) 16'1 140 27.805 2E(31'-7Y2), BFP(-8.000), LtE(22'-10) 86'-1 0.000315 5 4-2 218.31 8.4500 102'-2 8.032 5 4-2 8 (See Notes) 23'1 150 35.838 T(52'-10) 52'-10 0.000366 0.137 4 4-6 218.31 7.9800 75'-10Y2 0.028 4 4-6 8 (See Notes) 788'1Y2 150 36.003 E(27'-2), S 27'-2 0.000131 -3.304 1 3'-1Y2 125.01 7.9800 815'-3Y2 0.106 100.00 32.805 Hose Allowance At Source Total(Pt) Route I 1 318.31 302 20'-2 5.6 14.88 1 (See Notes) 0'6 120 7.064 'Route 2 9*000 Sprinkler, E(2'-0) 2'-O 0.075335 0.208 69 19'-8 - 14.88 1.0490 2'-6 0.187 69 19'-8 11/4 81-0 120 7.459 0.019814 61 19'-8 14.88 1.3800 8'-0 0.159 7.617 Total(Pt) Route 2 303 20'-2 5.6 14.91 1 (See Notes) 0'-6 120 7.094 ' Route 3."" Sprinkler, T(5'-O) 5'-O 0.075627 0.208 70 19'-8 14.91 1.0490 5'-6 0.414 , 0 M.E.P.CAD, Inc. AuLoSPRINK® 12 v12.0.47.0 #3 4/20/2016 1:43:47PM Page 6 Page 5 Job Naine: PALOMAR BLDG F Remote Area Number: # 3 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foo) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (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 Elev 2 (Foot) - . Total Flow (Q) Actual ID Total (Foot) Friction(Pt) _____________ 301 20'-2 5.6 14.82 1 (See Notes' / 0'-6 120 7.000 . •' Route I • Sprinkler, T(5'-O) 6-0 0.074703 0.208 61 19'-8 :•• 14.82 1.0490 5'6 0.409 61 • 19-8 14.88 1/4 8-0 120 7.617 Flow (q) from Route 2 0.071128 62 19-8 - 29.70 1.3800 8'-0 0.569 62 • 19-8 15.38 Ih 8-0 120 8.186 Flow (q) from Route 5 0.153907 63 19-8 45.08 1.3800 8'0 1.231 63 19-8 16.53 11/4 (See 4'-7 120 9.417 Flow (q) from Route 7 T(6-0) 6'-O 0.274286 64 19-8 61.60 1.3800 I0-7 2.905 64 19-8 36.44 1/4 3-1 120 12.322 Flow (q) from Route 9 0.647988 1.337 65 16'-7 98.04 1.3800 3'I 1.998 65 16-7 4 (See Notes) 160 120 15.657 P0(26 4) PO(26'-4) 52-8 0.002676 66 16-7 98.04 4.2600 67-8 0.181 66 16-7 98.69 4 (See Notes) 11'11V2 120 15.838 'O(26-4), Flow (q) from Route 3 PO(26'-4) 52-8 0.009707 67 16-7 196.73 4.2600 64-7Y2 0.627 67 16-7 21.58 4 (See Notes) 13'11% 120 16.465 '0(26-4), Flow (q) from Route 13 3P0(26'4) 105-4 0.011768 68 16-7 218.31 4.2600 119'-4 1.404 68 16-7 6 (See Notes) 1698 120 17.869 T(37'-8V2), 4E(17-7) 108I11,4 0.001 675 24 16-7 - 218.31 6.3570 277'-9Y2 0.465 24 16-7 6 (See Notes) 23'-3 120 18.335 1(37-8%) 37'-8Y2 0.001099 11 167 173.80 6.3570 60-11Y2 0.067 11 16-7 44.51 6 (See Notes) 14'7 120 18.402 Flow (q) from Route 14 2E(17'-7) 35'-2% 0.001675 9 16'-7 218.31 6.3570 49191/ 0.083 Job Name: RALOMAR BLDG F Remote Area Number: # 3 Date: 4/20/2016 Pipe Information Node I K-Factor Fl this step ow added Nominal ID Fittings & evices Equiv. Length (Foot) Ii (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Mand shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Total (ps Elev(Pe) Friction(P Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) 70 191-8 14.98 1 8'0 120 7.716 Flow (q) from Route 4 0.072008 71 191-8 29.90 1.3800 8-0 0.576 71 19'-8 15.48 1¼ 8'0 120 8.292 Flow (q) from Route 6 0.155807 72 19'-8 45.38 1.3800 • 8-0 1.246 72 19'-8 16.63 1% (See Notes) 47 120 9.538 Flow (q) from Route 8 T(6-0) 6'-O 0.277661 73 19'-8 62.01 1.3800 10'-7 2.940 73 19'-8 36.68 3'-1 120 12.479 Flow (q) from Route 11 0.655905 1.337 66 16'-7 98.69 1.3800 • 3-1 2.022 15.838 Total(Pt) Route 3 304 20'-2 5.6 14.98 1 (See Notes) 0'-6 120 7.158 ••••• Route 4 Sprinkler, E(2'-O) 2-0 0.076267 0.208 74 19'-8 - 14.98 1.0490 2'-6 0.189 74 19-8 1% 8'-0 120 7.555 0.020059 70 19-8 14.98 J71,3800 , 8-0 0.160 7.716 Total(Pt) Route 4 305 20'-2 5.6 15.38 1 (See Notes) 0'6 120 7.540 .' Route 5. Sprinkler, T(5'O) 5-0 0.080018 0.208 62 19-8 15.38 1.0490 5'-6 0.438 8.186 Total(Pt) Route 5 306 20-2 5.6 15.48 1 (See Notes) 0'-6 120 7.640 ••.• Route 6 •... Sprinkler, 1(5' 0) 5-0 0081003 0.208 71 19'-8 , 1548 1.0490 5'-6 0.444 8.292 Total(Pt) Route 6 307 20'-2 5.6 16.53 1 (See Notes) 0'-6 120 8.709 ••'.. Route 7 • Sprinkler, T(5'-0) 5-0 0.091428 0.208 63 19'-8 16.53 1.0490 6-6 0.501 9.417 Total(Pt) Route 7 0 M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.47.0 #3 4/20/2016 1:43:47PM Page 7 Job Naine: PALOMAR BLDG F Remots Area Number: # 3 Date: 4/20/2016 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 FittinglDevice (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) Friction(Pf) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) 308 20'1 5.6 16.63 1 (See Notes) 0'-6 120 8.823 .... Route 8 s. Sprinkler, T(5'-0) 5'-O 0.092543 0.208 72 191-8 16.63 1.0490 5'-6 0.507 9.538 Total(Pt) Route 8 309 20'-2 5.6 18.18 1 (See Notes) 0'-6 120 10.539 s ••• Route 9 Sprinkler, T(5'-O) 51 0 0.109075 0.208 82 19' -8 18.18 1.0490 5'-6 0.598 82 19'1 18.26 1Y4 (See Notes) Ti 120 11.345 Flow (q) from Route 10 T(6'-O) 6'-0 0.103843 64 19'1 36.44 1.3800 9'-S 0.977 12.322 Total(Pt) Route 9 310 20'-2 5.6 18.26 1 (See Notes) 0'-6 120 10.633 Route 10'•••• Sprinkler, E(2'-O) 2'-O 0.109971 0.208 83 19'1 18.26 1.0490 2'-6 0.273 83 19'-8 1y4 8'1 120 11.113 0.028923 82 19'1 18.26 1.3800 8'-O 0.231 11.345 Total(Pt) Route 10 311 20'-2 5.6 18.30 1 (See Notes) 0'-6 120 10.677 Route 11 Sprinkler, T(5'-O) 5'-O 0.110393 0.208 84 19'-8 18.30 1.0490 5'-6 0.605 84 191-8 18.38 1 y4 (See Notes) Ti 120 11.490 Flow (q) from Route 12 T(6'-O) 6'1 0.105097 73 19'-8 36.68 1.3800 9'-S 0.989 12.479 Total(Pt) Route 11 312 20'-2 5.6 18.38 1 (See Notes) 0'1 120 10.772 '•• Route 12 Sprinkler, E(2'-O) 2'-O 0.111299 0.208 85 19'1 18.38 1.0490 2'-6 0.276 85 19'-8 1% 8'1 120 11.255 0.029272 84 19'1 18.38 1.3800 8'-O 0.234 11.490 Total(Pt) Route 12 , © M.E.P.CAD, Inc. 1j AutoSPRINK® 12 02.0.47.0 #3 4/20/2016 1:43:47PM Page 8 Job Name: PALOMAR BLDG F Remote Area Number: # 3 Date: 4/20/2016 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 FittingiDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (M) and shown as a negative value. Fitting (Foot) Pt Friction Loss Per Unit i) (psi) Elev(Pe) Friction(Pt) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) 313 20'-2 5.6 21.58 2Y2 (See Notes) 29'0 120 14.845 ' ' Route 13'.'.. Sprinkler, D0(12'0) 12'-0 0.001485 91 20'-2 21.58 2.7050 41'-O 0.061 91 20'-2 2% 3'7 120 14.906 0.001485 1.553 67 16-7 21.58 2.7050 3'-7 0.005 16.465 Total(Pt) Route 13 92 19'-8 1.56 1% (See Notes) 3'-1 120 17.048 .'.. Route 149 0000 Flow (q) from Route 18 P0(6'O) 6'-0 0.000304 1.337 93 16-7 1.56 1.3800 91-1 0.003 93 16-7 1.55 4 10'-10 120 18.387 Flow (q) from Route 15 94 16-7 3.11 4.31001 0.000004 10,-b 0.000 94 16-7 8.24 4 91-9 120 18.387 Flow (q) from Route 16 0.000047 95 16-7 11.35 4.3100 9'-9 0.000 95 16-7 8.92 4 9'-9 120 18.387 Flow (q) from Route 20 0.000137 96 16-7 : 20.27 4.3100 9 ,-9 0.001 96 16-7 10.71 4 (See Notes) 4'l% 120 18.389 Flow (q) from Route 19 PO(20'-O) 20'-O 0.000300 49 16-7 30.98 4.3100 24'-l% 0.007 49 16-7 13.53 6 (See Notes) 24'8 120 18.396 Flow (q) from Route 21 T(37'81,4) 37'-8V2 0.000088 11 16'-7 44.51 6.3570 62-4% 0.006 18.402 Total(Pt) Route 14 97 19'-8 1.55 1Y4 (See Notes) 3'-1 120 17.048 ••'•'Route 15..'.' Flow (q) from Route 17 PO(6'-O) 6-0 0.000303 1.337 98 16'-7 1.55 1.3800 9'-1 0.003 98 16-7 4 12'-9 120 18.387 0.000001 93 16-7 1.55 4.3100 12'-g 0.000 18.387 Total(Pt) Route 15 ,© M.E.P.CAD, Inc. TjAutoSPRlNK® 12 v12.0.47.0 #3 4/20/2016 1:43:47PM Page 9 Job Name: PALOMAR BLDG F Remote Area-Number: # 3 Date: 4/20/2016 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 FittinglDevice (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 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 108 16'-7 11.35 2% 2-7 120 18.365 Route 16 Flow (q) from Route 22 0.000250 -1.120 109 19'-2 . 8.24 2.7050 2'-7 0.001 109 19'-2 2% (See Notes) 47'l 1 120 17.245 PO(12'O) PO(12'-O) 24'-0 0.00 0250 110 19'-2 8.24 2.7050 71'-ll 0.018 110 19'-2 2% (See Notes) 2'7 120 17.263 P0(17-0) 12'-0 0.000250 1.120 94 16-7 8.24 2.7050 14'-7 0.004 18.387 Total(Pt) Route 16 108 16-7 11.35 4 (See Notes) 10'-10 52'-8 120 0.000005 18.365 •••'• Route 17'•"• O(26-4), Flow (q) from Route 22 130(264) 99 16'-7 3.11 4.2600 63'-6% 0.000 99 16-7 4 (See Notes) 12'9 120 18.365 PO(26'4) PO(26'-4) 52'-8 0.000001 100 16'-7 -. 1.55 4.2600 66-5 0.000 100 16'-7 1% 3'-1 120 18.365 0.000303 -1.337 101 19'-8 1.55 1.3800 3-1 0.001 101 191-8 1% (See Notes) 47'l1 120 17.029 T(6'O) T(6'-O) 12'-O 0.000303 97 191-8 1.55 1.3800 ~59-ll 0.018 17.048 Total(Pt) Route 17 99 16'-7 3'-1 120 18.365 *sees Route 18"' 0.000304 -1.337 111 19'-8 1.56 1.3800 3'-1 0.001 111 19'-8 1% (See Notes) 47'l 1 120 17.029 T(6'-O) 0.000304 T(6-0)12'-O 92 19'-8 1.56 1.3800 59'-ll 0.018 17.048 Total(Pt) Route 18 24 16'-7 4 (See Notes) 4'-1% 120 18.335 '•" Route 19•'•'• PO(26'4) PO(26'-4) 52'-8 0.000318 102 16-7 30.98 4.2600 56'-g% 0.018 f,© M.E.P.CAD, Inc. AutoSPRlNK® 12 v1 2.0.47.0 #3 4/20/2016 1:43:47PM Page 10 Job Nane: P4LOMAR BLDG F Remote Area Number: # 3 Date: 4/20/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fiftings & 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. g Fittin (00) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 102 16'-7 21/2 2'-7 120 18.353 0000406 -1.120 103 19-2 1071 27050 2'-7 0.001 103 19'-2 2% (See Notes) 47111 120 17.234 P0(12 -0) PO(12'O) 24'-0 0.000406 104 19'-2 10.71 2.7050 71'-11 0.029 104 19'-2 2% (See Notes) 2'7 120 17.263 PO(12'O) 12'-0 0.000406 1.120 96 16'-7 10.71 2.7050 14'-7 - 0.006 18.389 Total(Pt) Route 19 102 16'-7 4 (See Notes) 91-9 120 18.353 '••• Route 20'••'• PO(26'4) PO(26'-4) 52'-8 0.000145 105 16'-7 20.27 4.2600 62'-5 0.009 105 16'-7 21/2 2'-7 120 18.362 0.000290 -1.120 106 19'-2 8.92 2.7050 2'-7 0.001 106 19'-2 2% (See Notes) 47'-11 120 17.242 P0(12 -0) PO(12'-O) 24'-0 0.000290 107 19'-2 8.92 2.7050 71'-11 0.021 107 19'-2 21/2 (See Notes) 2'7 120 17.263 PO(12'-0) 12'-0 0.000290 1.120 95 16'-7 8.92 2.7050 14'-7 0.004 18.387 Total(Pt) Route 20 24 16'-7 4 (See Notes) 5'-7% 120 18.335 '.'. Route 21 PO(26'-4) PO(26'-4) 52'-8 0.000069 112 16'-7 13.53 4.2600 58'4 0.004 112 16'-7 21/2 2'-7 120 18.339 0.000626 -1.120 129 19'-2 13.53 2.7050 2'-7 0.002 129 19'-2 2% (See Notes) 47'11 120 17.220 P0(12-0) PO(12'-O) 24'-0 0.000626 130 19-2 13.53 2.7050 71'11 0.045 0 M.E.P.CAD, Inc. @0111 AutoSPRINK® 12 v12.0.47.0 #3 4/20/2016 1:43:47PM Page 11 .Job Name: PALOMAR BLDG F Remote Area Number: # 3 Date: 4/20/2016 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 Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 130 19'-2 2% (See Notes) 2'7 120 17.265 PO(12'-O) 12'-0 0.000626 1.120 131 16'-7 • 13.53 2.7050 14'-7 0.009 131 16-7 4 (See Notes) 5'7Y2 120 18.394 PO(20'-O) 20'-O 0.000065 49 16-7 - - 13.53 4.3100 25'-7Y2 0.002 18.396 Total(Pt) Route 21 105 16'-7 4 (See Notes) 9-9 120 18.362 '••' Route 22••••• Po(26'4) PO(26-4) 52'-8 0.000050 108 16'-7 11.35 4.2600 62'-5 0.003 18.365 Total(Pt) Route 22 4 4-6 8 (See Notes) 1332-81/2 150 36.003 • •.. Route 23 EE(13'-7), 2E(27'-2) 67'-11 0.000076 -3.304 I 3'-l% 1 • 93.30 7.9800 1400'-7% 0.106 32.805 Total(Pt) Route 23 0 M.E.P.CAD, Inc. 1111 AutoSPRINK® 12 02.0.47.0 • #3 4/20/2016 1:43:47PM Page 12 Job Náine: PAL0MAR BLDG F Remote Area Number: #3 Date: 4/20/2016 Equiválént Pipe Lengths ofValvès and Fittings (c=120only) I Ic ValuéMultiplier 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 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV 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 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve I Z Cap ,© M.E.P.CAD, Inc. 14l AutoSPRINK® 12 v12.0.47.0 #3 4/20/2016 1:43:47PM Page 13 liable! Low Pressures for High Hazards 0.70" Orifice, 14.0 K, 7psi (0,5 bar) Minimum End - Head Pressure (SIN R4613) Features The Reliable Model G VELO pendent sprinkleP' offers opportunity for: Pipe size reduction. Fewer sprinklers. Elimination of booster pumps. The best choice for densities of 0.38 gpm/ft2 (15 L/min /m2) 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 VNIV UL Listing Category Sprinklers, Automatic and Open; Sprinklers for Storage Protection (Control Mode Density Area) Technical Data Sprinkler Type Nominal K Factor I I Sprinkler Height Sprinkler Identification Number (SIN) us Pendent 0.70 MeI11 3.10" orifice with 3/4" 140 2000 (79mm) R4613 NPT(R3A) 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 stoiàgë 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 w Model 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 OD,5 bar). Factory Mutual (FM) Appi%val.46r 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 °Fl°C OF 1°C Ordinary 165 I 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 ...-- AS160066 3137 TIGER RUN CT_BLDG D AS160067_3145 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(2) Bright Chrome Satin Chrome Approved for all Special Application Finishes Temperature Ratings Lead Wax Wax/Lead (1) cULus listed. ' FM approved for Natural Bronze only. 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. 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. - ® (800) 431-1588 Sales Offices eli a lii C (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address IQ Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 07/14 PIN 9999970138 tqcci Worldwide I Fire Protection Contacts www.tyco4ire.com Products a - a - — — S - — • a - i-ii and =G44 3pnnKlers, 1 140 K Upright and Pendent Coverage Light and Ordinary Hazard ae (12 K'nc Extended t ov tc~f"_~~v 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 TFP700 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 shiuld be consid- ered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. ff 111011901 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 WRENCH 3/4° FLAT NPT** 2-7/16 (61,9 mm) UPRIGHT & PENDENT 1/2(12,7mm) J NOMINAL MAKE-IN TFP22O .Page 2of 8 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 4 indicated on Deflector. ** Pipe thread connections per 5 ISO 7-1 can be provided on special request. 6* FIGURE 1 SERIES EC-1 I 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/psi1'2 (161,3 1pm/barl/2) K = 14.0 9 pm/psi112 (201,6 1pm/barl'2) 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 I 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 UL and C-UL K=11.2 (TY5237) K=14. 0 (TY6237) 200°F(93°C) Green 1,2,4 Blue 1,2,4 286°F (141°C) 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 Red 1,2,3,4 155°F (68°C) 175°F (79°C) Yellow 1, 2,4 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent K11.2 (1Y5237) 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 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 QR' OR* OR QR* QR* SR SR SR SR SR 16 x 16 Style 30 Recessed QR QR* QR QR* 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* QR' QR* QR 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 QR* QR SR SR* SR SR SR SR SR 20 x 20 Style 30 Recessed QR* QR QR* 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 Mm Max Mm Max Noncombustible Unobstructed, 112 EC Pendentor 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Upright Combustible Unobstructed Noncombustible Unobstructed,11 2 EC Pendent 10 20 100 400 Up to 30 Noncombustible Obstructed, or i4,1 EC Recessed Combustible Unobstructed Style 30 10 20 100 400 Up to 30 Combustible obstructed 11.2 EC 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 1 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 10 16 100 256 Over 30 and up to 45 _________ EC 11.2 EC F 14.0 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 Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright Combustible Unobstructed __________ 10 16 100 256 Over 30and up to 45 11.2 EC, 14.0 EC Upright 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". 4. 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 9rimlft2 Group I Ordinary Hazard o.i gpm/ft2 Group II Ordinary Hazard 0.20 gpmlft2 gpm psi gpm psi gpm psi 14x14 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 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 14x14 30 7.2 30 7.2 39 12.1 16x16 30 7.2 39 12.1 51 20.7 1Y5237 (K=11.2) Pendent 18x 18 33 8.7 49 19.1 65 33.7 20x20 40 1 60 28.7 80 51.0 T 39 N1)____ 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 20 x 20 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 1Y6237 (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 psi = 0.06895 bar 1 ft.2 =0.093 m2 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-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 TY6237) have a UL and C-UL Specific Application Listing for use under concrete tees when installed as follows: 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. 3. 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. 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. 1. Stems of the concrete tee construc- FM Approval Requirements tion must spaced at less than 7.5 Series EC-11 and EC-14 Extended feet (2,3 m) on center but more than Coverage Sprinklers are to be installed 3 feet (0,9 m) on center. The depth of in accordance with the applicable the concrete tees must not exceed TFP22O Page 6 of 8 2-7/8 DIA. 1/2±1/8° (73,0 mm _____ ) 1/2' (12,7 mm) - (12,7±3,2 mm) 2-1/4" DIA. 1/4° (6,4 mm) FACE OF (57,2 mm) SPRINKLER L- -3 1/8° FITTING (3,2 mm) MOUNTING SURFACE TMOUNTING PLATE CLOSURE JT 1-3/8" (34,9 mm) 1-1/8° (28,6 mm) FIGURE 2 SERIES EC-il AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-718" 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) I MOUNTING MOUNTING SURFACE PLATE CLOSURE 1-3/8"(3 mm) 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 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 3/4' NPT 1 2-5/16" (58,7 mm) MOUNTING 1-13/16° (46,0 mm) PLATE 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 ZWRENCH RECESS (END "A") FIGURE 5 W- TYPE 3 SPRINKLER WRENCH WRENCH RECESS - o LLL 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) 2-1/4' DIA. (57,2 mm) INTERNAL DIMENSIONS OF STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE IRON REDUCING SPRINKLER FITTING FIGURE 4 SERIES EC-1 I 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 SIN SPRINKLER _L TEMPERATURE 1 FINISH 135 155 RATING 893 11.2K PENDENT 1Y5237 NATURAL BRASS 135°F (57°C) 894 11.2K UPRIGHT TY5137 4SIGNAL WHITE (RAL9003) 155°F (68°C) 5 POLYESTER 175 895 14.0K PENDENT TY6237 JET BLACK (RAL9005) POLYESTER 175°F (79°C) 896 1 14.0K UPRIGHT I 1Y6137 7 LEAD COATED 200 200°F (93°C) * Escutcheon ordered separately 9 I CHROME-PLATED 1286 286°F (141°C) 000 1 OPEN** ** OPEN indicates sprinkler assembly without glass bulb, button, and sealing assembly. TABLE E SERIES EC-1 I AND EC-I4 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 &of8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco - TEFLON is trademark of The DuPont Corporation. Fire Protectio,, Products EXTENDED COVERAGE HORIZONTAL SIDEWALL EXTENDED COVERAGE RECESSED HORIZONTAL SIDEWALL EXTENDED COVERAGE LIGHT HAZARD A U TOMA TI C SPRINKLERS GL SERIES HORIZONTAL SIDEWALL 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), 200° (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 -67°F (-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 AVAILVABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM CEILING TEMPERATURES TEMPERATURE ORDINARY 5 ORANGE/RED 1 C INTERMEDIATE qï. OF 7 -. YELLOW/GREEN 113: 8 NOVEMBER 2015 A-46 BULLETIN GL8128. REV. #6 3/4° ADJUSTMENT GIkBE FIRE SPRINKLER CORPORATION NOVEMBER 2015 ..$ 1/2' ADJUSTMENT 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 GL8128 Factory Bronze GL8129 HORIZONTAL 8.1 314"NPT 3° Chrome X X SIDEWALL (116 metric) (20mm) (7.6cm) White Polyester2 GL8 174 Black Polyester"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. (L/min.) 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 OR OR 16 (4.9) x 16 (4.9) 10.3 (.71) 26 (98) 16 (4.9) x 18 (5.5) 12.8 (.88) 29 (110) GL8128 SIDEWALL & RECESSED HORIZONTAL SIDEWALL 4(101.6) to 6(152.4) OR SR SR 16(4.9)x20(6.1) 16.6(1.14) 33(125) QR* SR -- -- 16 (4.9) x 22 (6.7) 20.8(1.43) 37(140) OR' SR** - - 16(4.9) x 24 (7.3) 26.8 (1.85) 42 (159) HORIZONTAL OR OR OR OR 16 (4.9) x 16 (4.9) 10.3(.71) 26(98) OR 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)x22 (6.7) 20.8(l.43) 37 (140) QR SR** -- - 16 (4.9) x 24 (7.3) 26.8(l.85) 42 (159) G18174 HORIZONTAL SIDEWALL & RECESSED HORIZONTAL SR - - - 16 (4.9) x 16 (4.9) 12.0 (.83) 28 (106) 12 (304.8) to 18(457.2) 16(4.9) x 18(5.5) 14.6(1.00) 31(117) 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 NFPA13 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 1/20 ADJUSTABLE RECESSED CUP. "NOT LISTED FOR RECESSED INSTALLATIONS. f' flrIAI# IAlf#ii A4I A lilt A I CROSS SECTIONS riivij iivrijruviii I flJIV SPECIFY 'Quantity 'Model Number e Style 'Orifice 'Thread Size 'Temperature. Finishes desired 'J 'Quantity - Wrenches - P/N 312366 'Quantity - Recessed Wrenches - PIN 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.globesprinkIer.com PRINTED U.S.A. BULLETIN GL8128 REV. #6 QUICK RESPONSE EXTENDED COVERAGE PENDENT e J~-& I, ft 13 QUICK RESPONSE RECESSED EXTENDED COVERAGE PENDENT QUICK RESPONSE EXTENDED COVERAGE LIGHT HAZARD A U TOMA TI C 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 (930C). Water 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 o Bulb - glass with alcohol based solution, 3mm size. Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE BULB N.F.P.A. MAXIMUM CEILING SPRINKLER TEMPERATURES COLOR TEMPERATURE I ORDINARY k •i'35F/i55 57i68°C ORANGE/RED 1OOF 38CC L INTERMEDIATE r 175 F/200 79C/93 C YELLOW/GREEN - L 66 r I 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX989-846-9231 JULY2005 A-41 BULLETIN GL8109, REV45 QUICK RESPONSE EXTENDED COVERAGE LIGHT HAZARD A UTOMA TIC SPRINKLERS MODEL GL8 109 PENDENT SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES Factory Bronze tin Chrome' 8.1 (116 metric) 3/4" NPT 311(7.6 ) Brit Chrome White FbIyeater2 Black FbIyester2 Leal Coated' I'40 I : M I KR, UUNVKIUNS AK1 APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2AVAILA13LE AS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. STYLE I SIN I I K I I 135°F I 155°F I 175°F I 200°F I cULus I MODEL FACTOR 57°C 68°C 79°C I 93°C I PENDENT GL8109 8.1 X X X X X U.L. LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY SIN MODEL STYLE TEMP. -rAREAOF COVERAGE MIN. PRESSURE FLOW IN G.P.M. 1350F/570C 16'x 16' 10.3 26 Standard 1550F/680C GL8 109 & Recessed 175:F/79:C 200 Ff93 C 8 j 135017/570C 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. -- '"E' •-- ORDERING INFORMATION 2" Dli. MON.- I 29/32" DIA PflAINER •' E,I.ICE \CUP I 2 I MIN. CROSS SECTION GL&)13E FIRE SPRINKLER CORPORATION SPECIFY 'Quantity • Model Number ' Style * Orifice • Temperature • Finishes desired 'Quantity - Wrenches - P/N 312366 'Quantity - Recessed Wrenches - PIN 325401, Rev. 0 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). 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-8464583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY2005 PRINTED U.S.A. BULLETIN GL8 109, REV. #5 . $ 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 - 0 us 203 - EX 2551 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 USTED FOR STEEL PIPE - SEE TABLE. FEATURES *Fastener Locations op * Fastener array for enhanced mounting ability. 2 @A- C or B-D Wood 1-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 fmish. MOUNTING FASTENERS I ZURN Model 35OADA 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 C510 (with gates only), and C550 CSA® Certified 864.5 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 Backflow 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 1/2*, 3n* , 411, 611, 811, 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 B16.1 Class 125 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) V m (with OS&Y gates) I I (with BG valves) Options (Suffixes can be combined) U - with flanged end OS & V 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 FG - 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 & V 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. kg BUTTERFLY VALVES FLANGED lbs. kg BUTTERFLY VALVES GROOVED lbs. kg 21/2 65 105 48 192 87 184 83 157 71 147 67 3 80 104 47 210 95 200 91 162 73 148 67 4 100 91 41 230 104 204 93 139 63 6 150 141 64 362 164 332 151 147J E 246 98 8 200 302 137 762 346 738 335 491 202 10 250 355 161 1024 464 902 409 628 570 259 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 I mm 0 in mm E OS&Y OPEN in I mm E OS&Y CLOSED in I mm 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 41/2 114 9 229 173/41 451 153/8 391 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 505141/2 1141 9 229 221/2 572 181/4 4641 9 2291 6 1521 8 203 6 150 471/4 1200 401/4 1022 257/8 657 51/2 140 101/2 267 301/2 775 241/4 616 101/4 260 7 178 10 254 8 200 62 1575 55 1397 381/2 978 10 254 12 305 37 940 281/2 724 12 305 81/2 216 11 279 10 250 645/8 1641 581/2 1486 381/2 978 10 254 12 305 455/8 1159 343/418831 13 330 81/2 216 12 305 Attention: Mode1350ADA (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. Model 350ADA Page 1 of 2 - Flow Characteristics MODEL 350ADA2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (118) 0.0 12.6 25.2 37.9 !2 15 €0 a. Ralcil Flow (established by approval agencies) 50.5 1041 69 IL 0 200 400 600 800 FLOW RATES (GPM) MODEL 350ADA 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (I/a) 0.0 63.1 126.2 189.3 252.4 15 104 a U) 69 35 E3 o 4000 CL 0 1000 2000 FLOW RATES (GPM) 3000 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 3525 5288 PROTECTIVE 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 11-2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 2owers 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 SECTION CONTENTS Page No. General Information....................1 Installation Specifications............2 Material Specifications ...............2 Performance Data ........................3 Ordering Information..................7 Steel Vertigo Wood Vertigo + 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. ii 3015153 Underwriters Laboratory (UL) - (see listing for applicable sizes and types). Pipe Hangers - File No. EX 1289 Luminaire - File No. E362339 CSI Divisions: 03 16 00 - Concrete Anchors, 05 05 19 - Post-Installed Concrete Anchors, 05 05 23 - Metal Fastenings and 06 05 23 - Wood, Plastic, and Composite Fastenings. Rod Hangers shall be Vertigo anchors as supplied by Powers Fasteners, Inc., Brewster, NY. Concrete Vertigo (Wedge-Bolt OT) ANCHOR MATERIALS Zinc Plated Carbon Steel ANCHOR SIZE RANGE (TYP.) 1/4" to 1/2" for Steel 1/4" to 1/2" for Wood 1/4" to 1/2" for Concrete SUITABLE BASE MATERIALS Steel Purlins and Beams Wood and Timber Normal-Weight concrete Structural Lightweight concrete Hollow Core Concrete Plank Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com powers VertigoTM PRODUCT INFORMATION FASTENERS 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 1/4" Thread Forming 5/16" Thread Forming Pre-drill Diameter (in.) (if required) 1/8 1/8 Point Style Type 17 Type 17 Root Diameter (in.) 3/16 7/32 Thread Length (in.) Screw length less 5/16 Screw length less 5/16 Flange Thickness (in.) 1/16 1/16 Install with universal steel and wood socket. Vertigo Couplings (Steel & Wood) Screw Size 1/4" 3/8" 1/2" 1/4" 3/8" Coupling Size and Type Vertical Vertical Vertical Side Side Thread Size (UNC) 1/4-20 3/8-16 1/2-13 1/4-20 3/8-16 Thread Depth (in.) 3/8 3/8 3/8 (through) (through) Width (flat to flat) (in.) 5/8 5/8 JLL5/8a5/8 5/8 Height (in.) 13/16 13/16 1 13/16 13/16 13/16 Concrete Vertigo (Wedge-Bolt OT) Rod Diameter/Anchor Size 1/4" 3/8" 1/2" ANSI Drill Bit (in.) 1/4 1/4 3/8 Overall Screw Shank Length 1-1/4 1-1/2 2-3/4 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 1/2 11/16 Install with universal steel and wood socket. Installation Guidelines When installing Vertigo .4 • . 4 fasteners, eye protection should be worn as a . safety precaution. ' A . •. If pre-drilling is required (certain types of wood truss/wood joist and all concrete base materials), select the recommended drill bit type and diameter. For Concrete Vertigo only, drill to the appropriate embedment depth, adding at least one diameter (1/4" to 1/2") to the drilling depth to prevent the tip of the fastener from running into a dead end at the rear of the anchor hole. Concrete Select the appropriate •;.;:;........ socket driver for the ..".." "? •?• anchor size and type to be installed and mount into chuck of installation tool. Insert the Vertigo fastener into the socket driver, and install perpendicular to the base material surface. Drive the fastener with a smooth steady motion until the coupling is firmly seated against the surface of the base material. Thread the appropriate Steel diameter steel threaded rod or threaded bolt into the coupling. The threaded rod or bolt should fully engage the thread length of the coupling on a vertical mount fastener. The threaded rod or threaded portion of the bolt can pass through coupling of a side Wood mount fastener. For UL and FM listings for Pipe Hangers, Steel Vertigo should be installed with a retaining nut. I Steel and Wood Vertigo Component Component Material Screw Body AISI 1018-1022 (Case Hardened) Coupling AISI 1018-1022 (Case Hardened) Zinc Plating ASTM B633, SC1,Type Ill (Fe/Zn5) Concrete Vertigo (Wedge-Bolt OT) Component Component Material Anchor Body Case Hardened 10B21 Carbon Steel Zinc Plating ASTM B633, SC1, Type III (Fe/Zn 5) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 'towers 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)'2 Anchor Size! Minimum Steel Gauge (Thickness) ___________ ____________ 20 18 16 14 12 3/16" 1/4" Rod Diameter Mount Screw Shank in. Direction Size and Length 0.036" 0.048" 0.060" 0.075" 0.105" 0.187" 0.250" (mm) lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) Vertical l/4-20x 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 114-20x 1" 405 620 985 1,160 1,560 3,205 5,040 1/4 (6.4) (1.8) (2.8) E(4.4) (5.2) (7.0) (14.4) (22.7) Side 1/420x 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 1/4-20x 1" (w/nut) 11550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - Side 1I4-20x1-1/2",In4 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 1-1/2" 405 (1.8) 620 (2.8) 985 (4.4) 1,160 (5.2) 1,560 (7.0) 3,205 (14.4) - 3/8 (9.5) Side 1/4-20x 1-1/2" 405 620 985 1,160 1,560 1,965 (1.8) (2.8) (4.4) (5.2) (7.0) (8.8) - Vertical 1/4-20 x 2" (w/nut) 1,550 (7.0) 1,550 (7.0) 1,775 (8.0) 1,775 (8.0) 2,050 (9.2) 3,850 (17.3) - Vertical 12-20x 1-1/2" 495 710 920 1,560 2,050 3,280 5,040 1/2 (2.20 (3.2) (4.1) (7.0) (9.2) (14.8) (22.7) (12.7) Vertical 12-20x1-1/2"(iuO 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 1/4x1 1 (25.4) 685 (3.1) 650" 650 (2.9) (2.9) (6.4) Side 1/4x2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Vertical 1/4x1" 1 (25.4) 685 (3.1) 650 (2.9) 650 (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 1/4x3" 3 2,075 1,510 1,510 (76.2) (9.3) (6.8) (6.8) Vertical 1/4x4" 4 2,075 1.510 1,510 (101.6) (9.3) (6.8) (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" x 2-1/2" 2-1/2 1,450 1,530 1,380 (63.5) (6.5) (6.9) (6.2) 1/2 (12.7) Vertical 5/16" x2-1/2" 2-1/2 (63.5) 2,670 (12.0) 3,110 (14.0) 3,110 (14.0) Truss/joist manufacturers may require pre-drilled holes with wood depending on the location of the anchor installation. Consult with the truss/joist manufacturer for details. Wood Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 3 2owers VertigoTM PRODUCT INFORMATION FASTENERS Concrete Vertigo - Ultimate Load Capacities when Installed in Normal-Weight Concrete'-' Anchor Size I ANSI Drill Bit Embed. Depth Minimum Concrete Compressive Strength (f C) 2,000 psi (13.8 MPa) 4,000 psi (20.7 MPa) 6,000 psi (41.4 MPa) Rod Diameter Mount Screw Shank Size Diameter h, Tension Shear Tension Shear Tension Shear in. Direction and Length dbit in. (mm) in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 Vertical 114"xl-1/4" 1/4" 1-1/4 1,390 1,810 1,950 2,440 2,070 2,570 (6.4) (31.8) (6.3) (8.1) (8.8) (11.0) (9.3) (11.6) 3/8 Vertical 1/4"xl-1/2" 1/4" 1-1/2 1,760 2,580 2,595 2,640 2,770 2,700 (9.5) (38.1) (7.9) (11.6) (11.7) (11.9) (12.5) (12.2) 1/2 Vertical 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) (23.6) (27.2) (28.5) (38.8) (33.0) The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. Linear interpolation may be used to determine ultimate loads for intermediate compressive strengths. Concrete Vertigo - Ultimate Load Capacities when Installed Through Metal Deck into Structural Lightweight Concrete',214 Lightweight Concrete Over Minimum 20 Ga. Metal Deck Anchor Size / Embedment Depth fc 2:3,000 psi (20.7 MPa) Minimum 4 l/T' Wide Deck Rod Diameter d in. Tension Load at 45" in. (mm) (mm) lbs. lbs. (kN) (kN) 1/4 1-1/4 800 1 ' 140 (6.4) (31.8) (3.6) (5.1) 3/8 1-1/2 1,780 1,500 (9.5) (38.1) (8.0) (6.8) 1/2 2-3/4 3,880 2,920 (12.7) (69.9) (17.5) (13.1) The values listed above are ultimate and allowable load capacities for Vertigo rod hangers installed in sand-lightweight concrete. The metal deck shall be minimum No. 20 gauge thick steel 10.035-inch base metal thickness (0.89 mm)l conforming to ASTM A 653! A 653M. The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. The tabulated load values are for anchors installed with a minimum flute edge distance of 1-1/2-inch. Concrete Vertigo - Ultimate Tension Load Capacities when Installed in Hollow Core Concrete Plank'2 Anchor Size! Rod Diameter Mount Screw Shank Size ANSI Drill Bit Diameter Embedment Depth Center of Web Center of Core in. Direction and Length dNt in. lbs. lbs. (mm) in. (mm) (kN) (kN) 1/4 (6.4) Vertical 1/4"x 1-1/4" 1/4" . 1-1/4 (31.8) 2,775 (12.3) 1,920 (8.5) 3/8 (9.5) Vertical 1/4"x 1-1/2" 1/4" 1-1/2 3,700 (16.5) 2,570 (38.1) (11.4) 1/2 (12.7) Vertical 3/8"x2-3/4" 3/8" 2-3/4 8,240 (36.7) 3,480 (69.9) (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 2owers 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 I Maximum UI Minimum FM Minimum Rod Diameter Mount Screw Shank Pipe Size Steel UI Test load Steel FM Test load Cat. No. i n. Direction Size and Point Style Thickness lbs. Thickness lbs. (mm) Length in. (mm) in. (kN) in. (kN) (mm) (mm) 7158 Vertical 114-20x 1" #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7184 Side 114-20x 1" #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7160 Vertical 1/4-20x #3 4 0.060 1,500 0.096 1,475 3/8 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 7186 Side 114-20x #3 4 0.060 1,500 0.096 1,475 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 7154 Vertical 12-20x 1-1/2" #5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 4 0.060 1,500 0.096 1,475 7188 Side 1/4-20x2" #3 (101.6) (1.5) (6.8) (2.4) (6.6) 7201 Side 12-20x 1-1/2" #5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 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 Mount Screw Shank Embedment Depth UI Maximum Pipe Size UI Test Load FM Maximum Pipe Size FM Test load Cat. No. i n. Direction Size and Length i n. . in. lbs. (kN) in. lbs. (kN) (mm) (mm) (mm) (mm) 7165 Vertical 1/4x2" 2 3 1,050 (50.8) - - (76.2) (4.7) 7170 Side 1/4x2" 2 3 1,050 (50.8) - - (76.2) (4.7) 7167 Vertical 1/4x3" 3 3 1,050 - - 3/8 (9.5) (76.2) (76.2) (4.7) 4 3 1,050 7169 Vertical 114x4" - - (101.6) (76.2) (4.7) 2-1/2 4 1,500 4 7162 Vertical 5/16" x2-1/2" (101.6) 1,475 (63.5) (6.8) (101.6) (6.6) 7156 Side 5/16" x2-1/2" 2-1/2 4 1,500 (63.5) - - (101.6) (6.8) 1. Wood Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. No pre-drilling was done in the wood base materials. Concrete Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) Listings for Pipe Hangers' Anchor Size! Rod Diameter Mount Screw Shank Size ANSI Drill Bit Diameter Embedment Depth FM Maximum Pipe Size FM Test load Cat. No. i n. Direction and length d in. (mm) i n. lbs. (kN) (mm) in. (mm) 7173 3/8 (9.5) Vertical 1/4"x1-1/2" 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 S powers. VertigoTM PRODUCT INFORMATION FASTENERS Steel Vertigo - Ultimate Load Capacities for Underwriter's Laboratories (UL) Listings - Luminaire' Catalog Number Anchor Size/Rod Dia. In. (mm) Mount Direction ScrewShank Size and length Point Style Mounting Surface UL Test Load (lb.) 7155 1/4 Vertical l/4-20x 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 114-20x 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 1/4-20x 1 #3 22 Gauge Steel 25 7157 1/4 Vertical 1/4-20 x 2 #3 22 Gauge Steel 25 7158 3/8 Vertical 1/4-20 x 1 #3 22 Gauge Steel 25 7159 3/8 Vertical 1/4-20x 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 ?owers 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" e ) to (20 gaug 0.188' (3/16") 100 500 7157 3/8" 114"-20x2" #3 100 500 7158 3/8" 1/4"-20 x 1 " (w/nut) #3 100 500 7159 3/8" 1/4"-20x 1-1/2" (w/nut) #3 100 500 7160 3/8" 1/4"-20 x 1-1/2" (w/nut) #3 100 500 7152 1/4" 12"-20x1-1/2" #5 .1 88 0 " (3/16") to o.500"(1/2") 100 500 7154 3/8" 12"-20x1-1/2"(wlnut) #5 100 500 7161 1/2" 12"-20 x 1-1/2" (w/nut) #5 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" 114"-20x1" #3 0.036" (20 gauge) to 0.188 (3/16") 100 500 7184 3/8" 1/4"-20 x 1 " (w/nut) #3 100 500 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"-20x 1-1/2" #5 0.188" (3/16") to 0.500"(1/2") 50 300 7201 1 3/8" 12"-20x1-1/2"(w/nut) #5 100 1 600 Wood Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style Pre-Drill Diameter (If Required) Std. Box std. C. 7163 1/4' 1/4" x 2" Type 17 1/8" 1 1 100 500 7203 3/8" 1/4" x 1" Type 17 100 500 7165 3/8" 1/4"x2" Type 17 100 500 7167 3/8" 1/4"x3" Type 17 100 500 7169 3/8" 1/4" x4" Type 17 100 500 7162 3/8" 5/16"x2-1/2" Type 17 100 500 7164 1/2" 5/16"x2-1/2" Type 17 100 500 Wood Side Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style Pre-Drill Diameter (If Required) Std Box T Std. I Ctn. 7185 1/4" 1/4" x 1" Type 17 1/8" 100 1 500 7205 3/8" 1/4' x 1" Type 17 100 I 500 7170 3/8" 114"x2" Type 17 100 I I 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 Thread Style 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 OT 1/4" ANSI 100 500 7175 1/2" 1/4" x 2-3/4" I Wedge-Bolt OT 3/8" ANSI 50 250 Drive Sockets and Pole Tool Cat. No. Description RPM Std. Box : 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 1/2" Concrete Socket (Blue) - - 5_ 25 Concrete Vertigo Installation Accessories Cat. No. Description Maximum Bit Length Std. Box std. Ctn. 5864 Vertigo Installation Kit: 1/4" and 3/8" Concrete Drive Sockets (Blue) Universal Steel & Wood Socket (Red) (Sleeve _Assembly _(same _as_Cat#_5874) 6" 1 3/4 5874 Sleeve Assembly (5-3/4") 1 6" 1 1 - Cat. No. Description Usable Length Std WOOTube . 5866 1 1/4" x 6" Hex Shank SDS Drill Bit 1 4" 1 1/2 © 2014 Powers Fasteners, Inc. All Rights Reserved. Vertigo is a 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 2owers Sflake+TM PRODUCT INFORMATION FASTENERS S na ke+ Internally Threaded Screw Anchor PRODUCTIDESCRIPTION The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal- weight concrete, structural sand-lightweight concrete and concrete over steel deck. The 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. SECTION CONTENTS Page No. General Information....................1 Material Specifications................1 Installation Specifications...........2 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 i Pipe supports • Seismic and wind loading applications . ,1 Fire sprinklers • Suspended lighting Snake+ FEATURESW.. 1BENEFITSI + Designed for use in holes drilled with standard ANSI carbide drill bits INTERNAL THREAD VERSION + Anchor design allows for shallow embedment and mechanically interlocks with base material Unified coarse thread (UNC) + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench ANCHOR MATERIALS + Hammer not used for installation Zinc plated carbon steel body APPROVALS WAN D ILISTINGS ANCHOR SIZE RANGE (TYP.) International Code Council, Evaluation Service (ICC-ES), ESR-2272 Code compliant with the IBC, and IRC (see report for applicable code editions) Tested in accordance with ACI 355.2 and [CC-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) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems GUIDE SPECIFICATIONS 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 1/4", 3/8" and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck This Product Available In Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com 9 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Powlers. FASTENERS PRODUCT INFORMATION Snake+TM IIINSTALLATIONI1SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications13 Nominal Anchor Size Anchor Property I Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter (da) in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter in. 3/8 ANSI 1/2 ANSI 3/4 ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness2 hm,n in. (mm) 3 (76) 4 (102) 4 (102) Overall anchor length °an in. (mm) 1-1/4 (32) 1-11/16ch 1-1/4 (32) (43) Nominal embedment depth hn in. (mm) 1-5/8 (41) 2-3/16om 1-5/8 (41) (55) Effective embedment he f in. (mm) Not Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 Cmi,, in. in. Not Applicable 3 (76) 4 (102) Minimum spacing distance2 5 m,n in. (mm) Not Applicable 3 (76) 4 (102) Critical edge distance2 Cal:in. (mm) Not Applicable 3 (76) 4 (102) Maximum impact wrench power (torque) Tsclew ft.-lb. (N-m) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert Tmax ft.-lb. 4 14 36 (49) element (threaded rod or bolt) (N-rn) (6) (19) 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 concrett 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,, 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 .-•'. . .• .• .- .. 4 * Id 7 her Ch hN Will lam .4 10 hd L. 4 - - dbff -Ch dh . - - - Do not exceed Do no! exceed g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514)631-4216 www.powers.com 2 P • A 2 A: (/ H ... • I A. •• k ... : A .? 2owers Snake-i- PRODUCT INFORMANTION FA STENERS I INSTALLATION INSTRUCTIONS Installation Instructions for 5nake+ Screw Anchor 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, 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. 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. 4.) Insert threaded rod or a bolt into the Snake+, 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) / UPPER FLUTE / r 1,, CLR. MIN. r- (VALLEY) 4 4 •t4• • 4 v .•. .". ., ..;. ... ..../ . ..... .. .• .4 /9 •u ' •.•. 4 4, I J MIN.3'?'i... ;:'w . . ' 4 4 ..• •••)(. :....44.• ••• 44 I 44 M\ ANCHORc IN. 4-1/21 MIN. 4-1/2 MIN. 12" (TYP) (TYP) —i I MIN. 1-1'4" LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE 9 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 Snake-i-TM IPERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACl 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 Nominal embedment depth him 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/mm2) ASTM MA1 93, Grade B7 105.0 1 (724) J - Minimum specified ultimate strength of steel insert element ksi (N/mm2) ASTM A36 ?48) ksi (N/mm2) ASTM Al 93 Grade B7 , 125.0 (862) - Effective tensile stress area of steel insert s. element in2 (mm2) 0.0775 (50) 0.1419 (50) Steel strength in tension N11 lb M) A36 4,495 (20.0) (20.0) 8,230 (37.0) lb (Ij) ASTM Al 93, Grade B7 9 685 (43.1) - Reduction factor for steel strength3.4 4' - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment h g in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete3 'cjncr - 24 30 Effectiveness factor for cracked concrete5 k.. - 17 24 Modification factor for cracked and uncracked concretes 11 WC/V - Crack d oncrete = 1.0 Uncracecf concrete = 1.4 Critical edge distance Cac in. (mm) 3 I (76) 4 (102) Reduction factor for concrete breakout strength3 4' - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 PSI)6 (J) lb See note 7 I See Note 7 Characteristic pullout strength, cracked concrete (2,500 PSI)6 cr () See note 7 See Note 7 Reduction factor for pullout strength3 4' - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic(2,500P51)6.9 Neq j) See note 7 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 deck6.10 Adck w Nlb (kN) 1,515 I (6.7) 1,625 (7.2) Characteristic pullout strength, cracked concrete over steel deck6.10 Npdkka lb (kN) 1,075 I (4.8) I 1,300 (5.8) Reduction factor for steel deck3 4' - Condition B = 0.65 The data in this table is Intencleft be used with the design provisions of ACI 318Appendio 0; for anctors resisting selsm cloud combinations the additional requirements of Section D.3.3 shall apply. Installation must comply with published instructions and details. Al values ofw&edetennined from the load combinationsofACl 318 Section 9.2. If the load combinations of ACI 318ppendix C areused, the appropriate value of 0 must bedetermined in accordance with A0 318 Section U.S. It is assumed that the threaded rod orbolt used with the Snake-andmorwill be steel element as defined byACl 318 Section Dl. Howeve 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 4N = 1.0. Select appropriate effectiveness factor for cracked concrete (k0.) or uncracked concrete (k.,,,.). For all design we use i'= 1.0. For concrete compressive strength greater than 2500 psi, Na., = (Pullout strength value from tabie)*(spedfied concrete compressive strength12500)°-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 N 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 NA dd are for structural sand-lightweight concrete (f, .m = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACl 318 Section D.5.2 is not required for anchors installed in the flute (soffit). For 2003 IBC fj. replaces Im; N. replaces Ns; WIN replaces m1n; and Neq replaces N.', j, The notation in brackets is for the 2009 IBC. a Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 wvvw.powers.com 2owers Snake+TM PRODUCT INFORMATION FASTENERS PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1,2 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element ksi (N/n2) ASTM A36 (2 ksi (N ksi ASTM A193, Grade B7 105.0 1 (724) - Minimum specified ultimate strength of steel insert element Ct ksi (N/mm2) ASTM A36 ksi (N/ 2)• ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element 'se in2 (mm2) 0.&75 0.1419 (50) Steel strength in shear S lb (lI) ASTM A36 770 (3.4) 1,995 (.9) ( lb J) ASTM Al 93, Grade B7 1 (' 7 655 4) - Reduction factor for steel strength3 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment h f in. (mm) 1.10 (28) 1.54 (39) Load bearing length of anchor (h& or 84 whichever is less) 10 e in. (mm) 1.10 (28) 1.54 (39) Critical edge distance 0 - 3 (76) 4 (102) Reduction factor for concrete breaut3 - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for plyout strength (1.o for h&< 2.5 in, 2.0 for h&~ 2.5 in.) - 1.0 2.0 Reduction factor for pryout strength3 - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 Steel strength in shear, seismic lb (kJ) ASTM A36 770 (3.4) 1 ' 995 ( 8.9) (j) 10 lb ASTM A193, Grade B7 1 655 - Reduction factor for steel strength3 - 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 lb () ASTM A36 ___________ (34) ( 770 1995 (al) ASTM Al 93, Grade B7 1'74) 655 ( - Reduction factor for steel strength in shear concrete over stud deck - Condition B = 0.60 The data in this table is intended to be used with the design provisions of Act 318 Appendix D, for anchors resisting seismic load combinations the additional requirements of ACI 318 D.33 shall apply. Installation must comply with published instructions and details 3. Al[ values of ql were determined from the toad combinations of uBc sedan 1605.2.1, UK Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of UK Section 1902.2 or ACI 318 Appendix C are used, the appropdate value of çb must be determined in accordance with ACI 318 0.4.5. For reinforcement that meets ACt 318 Appendix D requirements for Condition A, seeACl 318 D.4.4 for the appropdate Q factor. It is assumed that the threaded rod or bob used with the Snakef anchor will be a steel element as defined by ACI 318 Dl. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation D-20 in ACI 318-08 (ACI 318.05) and ACI 318 0.6.1.2. Anchors are permitted to be 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. B. Tabulated values for Vsa,deck are for structural sand-tghtweight concrete (fc,mmn = 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 AU 318 D.6.3 are not requited 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 lK, ilij, replaces f; Vsa replaces V5 ; €e replaces 4 and Veq replaces 14'sejs• The 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. F A S T E N E .R S PRODUCT INFORMATION Snake+TM 1. Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hj,, and with the following conditions: is greater than or equal to the critical edge distance c (table values based on Cai = Cac) c,2 is greater than or equal to 15 2 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 ha concrete breakout and pryout) Furthermore the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values h f, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors (0) 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 Steal I Anchor Embed. Insert 2,500 3,000 I 4,000 6,000 8,000 Element ç!IN I I I ~1v pV ØN I ln Size cm.) h01 (in.) (Threaded RodorSolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 635 ¶111 700 ¶011 805 ¶01* 985 1.11 1140 3I8 1-5/8 ACThAA1G 635 685 70Q 1065 750 ' 805- - 870 - 85 9]0 1140 .J D'7 Grade B7 5i'2 i:i k, $i yn 1/2 23/16 ASTMA36 II 1 4 k Z 1 SJ t i88 :2 310 1' 4265 1. 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 On.) hnom (in.) Element Threaded çbN bV çbN gV, ON,, 4V çbN I bV çbN 4V Shear RodorBolt) Tension Shear Tension hear Tension shear Tension shear Tension (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 985 sri 1140 ¶111 139S ¶11 1,610j ¶111 3/8 1-5/8 - 17 ASTMA9 Grade B7 900 970 985 1060 40 III' 395 IHi1610 I I iw 1/2 23/16 ASTMA36 1865 20401 2,355 ' 2885 _ Legend .: Steel Strength Controls I::I Concrete Breakout Strength Controls I_I Anchor Pullout/Pryout Strength Controls g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 vvWvV.Powers.com 6 lowers Snakei.TM PRODUCT INFORMATION FASTENERS REDUNDANT FASTENING APPLICATIONS 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 n1, n2 and n3 below, redundancy will be satisfied. no, of anchorage poirit_>n,. at least i anchor anchoiage point Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete Iineare!ement 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, iSD = Ø, .F, n, = the total number of anchorage points supporting the linear element n, = number of anchors per anchorage point 01 n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or Where oils the conversion factor calculated as the weighted average of the load factors ho the ACI 318 Section 9.2 controlling load combination. The conversion facto Otis equal to 1.4 assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking See redundant fastening design information table for Snake+ design resistance. = 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+ Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property I Setting Information Notation Units Nominal Anchor Size 1/4" 3/8" 112" Nominal drill bit diameter dbft in. 3/8" 1/2" ANSI 314" 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 hm in. (mm) 3 (76.2) 3jn 3 (76.2) (76.2) Overall anchor length Banth in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum edge distance redundant .fastening' Cmin,,, Cac in. (mm) 4 (102) 4 (102) 4 (102) Mininum spacing distance, redundant fastening' min in. mm () 8 (203) 8 (203) 8 (203) Maximum tightening torque Tm8x ft-lb. (N-m) 4 (6) 14 (19) 36 (49) Maximum impact wrench power (torque) T. 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 hm,, in 15/8 1 (41) 15/8 (41) 23/16(mm) (55) CHARACTERISTIC _STRENGTH (RESISTANCE) INSTALLED IN CONCRETE4'5 Resistance, cracked or uncracked concrete (2,500psi) F ia lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points " 1 "i ;!3 n1 4 n7 ~ 3 n1 4 2:3 550 (2.5) J i 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Effective tensile stress area 01 - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND -LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Resistance, cracked or uncracked concrete over steel deck (2,500 psi) Fra lb (kN) Number of anchoragepoints Number of anchoragepoints Number of anchoragepoints 4 n1 ~3 n1 a ' I n1a 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 1 450 (2.0) Strengthreduction factor3 Ora - 0.65 The data in this table is intended to be used 'with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load.combinationsof UBC Section 1605.2.1, UBC Section 1612.2.1, orACI 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ 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. 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 Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1.2.3.4 • ' Minimum Concrete Compressive Strength Anchor Diameter Minimum Embedment' Depth = 2,500 psi 1'c = 3,000 psi f = 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 (6.3) 1-5/8 (41) 2130 (9.5) 1045 ('4.6) 2335 (0.4) 1 ' 045 (4.6) - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (9.5) (41) (9.7) (4.6) (0.6) (4.6) (14.2) (.6) 1/2 2-3/16 5,590 2050 6125 2050 ' 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 ASIM A36 elerent (or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Depth Std. Box Std.Ctn.Thread 64005D 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32" 50 500 6403SD 1/2" 2-1/2" 1 15/16" 1 50 1 300 Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 64025D 1/4" 1 64075D 3/8" 1 64045D 1 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 .powers.com. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 tqccs Worldwide i Fire Protection Contacts www.tyco-fire.com Products Series EC-11 and EC-14 Sprinklers, 112 K and 140 K Upright and Pendent Extended Coverage Light and Ordinary Hazard 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 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 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 TV 137 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 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. CROSS PENDENT SECTION UPRIGHT 3/40 NPT** 2-7/16" (61,9 mm) UPRIGHT & PENDENT ESCUTCHEON PLATE SEATING SURFACE 1 1-11/16" - 4 (42,7 mm) , WRENCH FLAT 1/2°(12,7mm) J NOMINAL MAKE-IN TFP22O Page 2 of 8 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/psi112 (161,3 1pm/barl'2) K = 14.0 gpm/p5i112 (201,6 1pm/barl/2) 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* J Lead Coated 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 K11.2 (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 Blue 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) 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 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* QR* SR SR SR SR SR 16x16 Style 30 Recessed OR* OR* OR* 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* QR* QR* OR* SR SR SR SR SR 18 x 18 Style 30 Recessed OR* QR* QR* 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* QR* QR* SR* SR* SR SR SR SR SR 20 x 20 Style 30 Recessed QR* 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 EC 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 Combustible Unobstructed 10 16 100 256 Over 30 and 11.2 EC r14.10 ________ Upright up 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 Combustible Unobstructed 10 16 100 256 0ver30and up to 45 __________ 11.2 EC, 14.0 EC ____ Upright 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 construction, are permitted to be noncombustible, ceiling construc- used within trusses or bar joists tion with a deflector to ceiling/roof having non-combustible web deck distance of 1 to 12 inches members greater than 1 inch (25.4 (25 to 300 mm). mm) when applying the 4 times Obstructed, non-combustible, obstruction criteria rule defined ceiling construction with a under "Obstructions to Sprinkler deflector location below struc- Discharge Pattern Development". tural members of 1 to 6 inches 4. To prevent cold soldering, the (25 to 150 mm) and a maximum minimum allowable spacing deflector to ceiling/roof deck between Series EC-11 and EC-14 distance of 22 inches (550 mm). Sprinklers, is 8 feet (2,4 m) for 3. Series EC-11 and EC-14 Sprinklers, upright sprinklers and 9 feet (2,7 m) specifically tested and listed for for pendent sprinklers. non-combustible obstructed TFP22O Page 5 of 8 Description Area Light Hazard 0.10 gpm/ft2 Group I Ordinary Hazard 0.15 gpm/ft2 Group II Ordinary Hazard 0.20 gpm/ft2 gpm psi gpm psi gpm psi 14x14 30 7.2 30 7.2 39 12.1 TY5137 16x16 30 7.2 39 12.1 51 20.7 (K=11.2) Upright 18x18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 1Y5237 (K=11.2) Pendent 18x18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14x14 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 TY6237 16x16 37 7.0 39 7.8 51 13.3 (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 ft.2 =0.093 m2 1 psi = 0.06895 bar 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 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: 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. 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. Stems of the concrete tee construc- FM Approval Requirements tion must spaced at less than 7.5 Series EC-11 and EC-14 Extended feet (2,3 m) on center but more than Coverage Sprinklers are to be installed 3 feet (0,9 m) on center. The depth of in accordance with the applicable the concrete tees must not exceed TFP22O Page 6 of 8 2-7/8 DIA. 1/2±1/8° (73,0 mm) 1/2 (12,7 mm) (12,7±3,2 mm) 2-1/4° DIA. 1/4 (6,4 mm) FACE OF (57,2 mm) SPRINKLER L- .J 1/8° FITTING .j (3,2 mm) MOUNTING SURFACE MOUNTING PLATE CLOSURE 1-3/8° (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) I FACE OF (57,2 mm) SPRINKLER 1/8° FITTING (3,2 mm) I I -J \ TJ MOUNTING MOUNTING / SURFACE -. PLATE CLOSURE . 7/8" (22,2 mm) FIGURE 3 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON FACE OF SPRINKLER FITTING: 3/8 (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING SURFACE 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 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 ENCH RECESS ;~i D W) FIGURE 5 W- TYPE 3 SPRINKLER WRENCH WRENCH RECESS _ -o LJ 1 I 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) 2-1/4° DIA. (57,2 mm) INTERNAL DIMENSIONS OF STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE IRON REDUCING SPRINKLER FITTING MOUNTING 1/8 SURFACE (3,2mm) / ESCUTCHEON PLATE CLOSURE SEATING SURFACE: 1/4 _71J "TO 1/2" (12,7 mm) BELOW I 3/4,NPT 25/16(587 mm) (6,4 mm) ABOVE MOUNTING SURFACE;MOUNTING 3/4 (19,1 mm) TOTAL PLATE ADJUSTMENT 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 SIN SPRINKLER TEMPERATURE _[ _L 1 4 FINISH* 135 155 RATING 893 11.2K PENDENT TY5237 NATURAL BRASS 135°F(57°C) 894 11.2K UPRIGHT TY5137 SIGNAL WHITE (RAL9003) 155-F (68-C) 5 POLYESTER 175 895 14.0K PENDENT JET BLACK (RAL9005) 175°F (79°C) POLYESTER 896 1 14.0K UPRIGHT I TY6137 7 LEAD COATED 200 200°F (93°C) * Escutcheon ordered separately 9 CHROME-PLATED 286 286°F (141°C) 000 1 OPEN** ** OPEN indicates sprinkler assembly without glass bulb, TABLE button, and sealing assembly. SERIES EC-1 I AND EC-I4 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 .1 TFP22O Page 8 of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright© 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products .Job Nrne: PALOMAR BLDG F FemoteVArea Number: # Date: 4/20/2016 _and Fittings (C=120 onli) I IC Value Multiplier 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 Fittngs Lgend f ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve / E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow / fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. 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