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HomeMy WebLinkAbout5781 VAN ALLEN WAY; ; FPC2023-0161; PermitPER]ET REPORT -city of Carlsbad Print Date: 10/21/2024 Job Address: 5781 VAN ALLEN WAY, CARLSBAD, CA 92008-7321 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel 4*: 2121304400 Track 4*: Valuation: $341,171.16 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Plan Check U: Permit No: FPC2023-0161 Status: Closed - Finaled Applied: 09/21/2023 Issued: 09/29/2023 Finaled Close Out: 10/21/2024 Final Inspection: INSPECTOR: Salcedo, Felix Project Title: Description: THERMO FISHER SCIENTIFIC - ADD/RELOCATE SPRINKLERS FOR T.I. OF CGT LAB (90 HEADS) FPContractor: WESTERN FIRE PROTECTION INC 13630 DANIELSON ST POWAY, CA 92064-6830 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 or 13R System 7-100 heads $695.00 Total Fees: $695.00 Total Payments To Date: $695.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov WAVA Western Fire Protection Inc. THERMO FISHER MMS CGT LAB TI 5t Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System 23-2349-03 HYDRAULIC CALCULATIONS 8-16-2023 13630 Danielson Street • Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 §JjHydraulic Overview Job Number: 23-2349-03 Report Description: Ordinary Group I (#1 - Lab Area) Job Job Numbs, 23-2349-03 Design Engurso, Grant Coito Job Nome Thermo Fisher MMS - CGT Lab T.I. Phone FAX suwss I 4 yI1t,\ Stats CoroflcabonjUnorss Number 57'9 VanAllen Way Addr0052 Carlsbad, CA 92008 PJ-IJ Add— 3 Job Silo/Building System Density Am otdpptleeien 0.150gpm/ft2 1500.00ft° (Actual 1610.40ft°) Moot Demanding SptinkJm Dote He Sttsems 5.6 K-Factor 19.50 at 12.125 250.00 Coveesge Per Sprint/Br Number Of Sprinklers Ceteulotod 130.00ft2 17 System Prsuuro Domsrd System Flare Denerd 65.424 616.00 Total Domand 616.00 @65.424 Pressure Result +61.149 (48.3%) Supplies Check Point Gauges Node Name Flow(apm) Hose Flow(porn) Static(Dsil Residual(Dsi) Identifier Pressure(si) K-Factor(K) Flow(porn) 1 Water Supply 3579.00 128.000 91.000 BOR 56.593 48.65 366.00 TOR 44.272 55.01 366.00 PRGFPWFPTFS MMS CGT LAB TIPIPING.cad Water Supply at Node 1 (3579.00, 0.00, 128.000, 91.000) . 150- T7 I I 135- Static Pressure 128.000 120- Ii- 105- - 90 3579.00 @ 91.000 U) iT j75 6160065A24\ 2 60 / 45 jSystem demandl curve 30 15 It' "11W' '111111' 'U.11iii' 'Jjjjjjjj 'jjjjjjj' 'jjjjjjjj I 11 1 1 III 11111 I oo 5600 6300 99i 0800 3500 4200 7000. Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/19/2023 10:17:34AM Page 1 1111 Hydraulic Summary Job Number: 23-2349-03 Reoort Descrintion: Ordinsry Gmiin I (1 - I nh Aral Job Job Number Design Engineer 23-2349-03 Grant Coito Job Narne Thermo Fisher MMS- CGT Lab T.I. State CorSfoaSOolUoanoa Number Mdneoo I 5791 Van Allen Way UWJ Mdn500 2 Job Site/Building Carlsbad, CA 92008 Addrseo 3 Ores/ny Name PRG_FP_WFP_TFS MMS CGT LAB TLPIPING.cad System Remote Area(s) Most Demanding Sprinkler Data 000upanoy Job So/fe 5.6 K-Factor 19.50 at 12.125 Ordinary Group Hose Gilowenos At Source Density Atea of Application 0.00 0.150gpm/ft2 1500.00ft2 (Actual 1610.40ft2) Additional Hess Supplies Number Of Sprinklers Calculated Coverage Per SprtnkJer Node Flow(gpm) 17 130.00ft2 Hydrant At Node 22 250.00 Octal Hose Streams 250.00 System Floes Demntand Total Water Required (In/aIding Hose riJlowenoo) 616.00 616.00 Mao/mum Pressure Unbalance Is Loops 0.000 Moo/mum Velocity Allow Uses/nd 21.53 between nodes 107 and 106 MacSours Velocity Under Ground 4.23 between nodes 1 and 2 Velurre capacity of Wet Pipes Volume capacity of Dry Pipes 11678.41gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) © (gpm) (psi) (psi) 1 -Water Supply 128.000 91.000 3579.00 126.573 616.00 65.424 61.149 Contractor Cons/rouser Number 23-2349-03 Cosrtaol Name Grant Coito Contact To. Designer Name of Con or Western Fire Protection P//nyc 858-5134949 E000rslon AddresS 5 13630 Danielson Street FAX 858-513-1322 AddresS 2 Poway, CA 92-64 E.nrail grant@westernfireprotection.com AddresS 3 Web.Sye , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:37AM Page 2 IHydraulic Graph 1 Water Supply at Node I 135- -Static Pressure 128.000 120 10 %163579. 00 @ 91 90- 75 616.00 65.424 .rn.... System demand cuie 30_ jj 11tH fl 1 I I I I I I I I I I I I I I I J I I I I I I 0700 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm ydroulo Graph Water Supply at Node 1 StaSh Pressure 128.000 - Residual: Pressure 91.000 @3579.00 Available Pressure at Terre atTest 126.573 @616.00 Sysreirreerraul 65.424 @ 616.00 SysterrOerreed lirdualag flcreftjle,aarce at Source) 65.424 @ 616.00 , © M.E.P.CAD Inc. 41l AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:38AM Page 3 Job Number: 23-2349-03 Pesnnrt flaurerrinthin flrtlinaury (rreIrn I (1 - I 1111Hydraulic Graph TOR Static Pressure 128.000 120 105 %3579.00 gl..000 90 CL 75 60-------- ---•------.---- ..-'.--...- --- ___.-------__ 45 '(6.0') 44?72 ... .. 30— System demand curve 15- -- . . --- _______ _________ _______ IlItlIIiI i!teIItIL l_!_I I III I _I _Ii III f JI [III I I t I.__I__ 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph TO Staic: Pressure N/A Resdual: Pressure N/A Available Praaaurn at Tire. vilest N/A Syaterrc.rni.nd 44.272 @ 366.00 SyStem Demand IIravdln9 rica. adoeaflce St Scue) 44.272 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:38AM Page 4 Job Number: 23-2349-03 Pssnert fl ,'rinti,sn ñr,Iinrers, re I 111 1 - I reh 1111 HydrauIic Graph Job Number: 23-2349-03 Paranrort rirollmn (rdinran, (r,rarn I I1 - I rah Aresra\ BOR Static Pressure 128.000 120 :______ 11164 000 S... 75: 6.00 56.5 S...- ___ 308 stem demand curve 15- - - . _________ --._________ ___________ ________ nil ~IjIijIjIIII§IIII ill0IItIA -I III Il Iii)lltII1)lilIIjI I 111111 0,00 '400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Ity drau5o Graph BOR Static P- NIA Residual: P.- N/A Acatable Pressure et litre attest N/A 56.593 © 366.00 Syitore eerrord )In0udirg Ieee dioearoe at Source) 56.593 © NIA , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:38AM . Page 5 ISummary Of Outfk wing Devices Job Number: 23-2349-03 Report Description: Ordinary Group I (#1 - Lab Area) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 22 250.00 250.00 0 62.668 f Sprinkler 1001 19.50 19.50 5.6 12.125 Sprinkler 1002 19.68 19.50 5.6 12.354 Sprinkler 1003 19.68 19.50 5.6 12.356 Sprinkler 1004 19.74 19.50 5.6 12.429 Sprinkler 1005 20.50 19.50 5.6 13.401 Sprinkler 1006 21.49 19.50 5.6 14.732 Sprinkler 1007 21.79 19.50 5.6 15.145 Sprinkler 1008 21.97 19.50 5.6 15.385 Sprinkler 1009 22.04 19.50 5.6 15.484 Sprinkler 1010 22.04 19.50 5.6 15.497 Sprinkler 1011 22.07 19.50 5.6 15.539 Sprinkler 1012 22.09 19.50 5.6 15.560 Sprinkler 1013 22.20 19.50 5.6 15.710 Sprinkler 1014 22.35 19.50 5.6 15.922 Sprinkler 1015 22.70 19.50 5.6 16.437 Sprinkler 1016 22.84 19.50 5.6 16.639 Sprinkler 1017 23.30 19.50 5.6 17.313 c Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:46AM Page 6 1111 Node Analysis Job Number: 23-2349-03 Renort Deserintion: Ordinary (roLJo I (#1 - I ah Area' Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 65.424 616.00 22 2-0 C(12-0), Hyd 62.668 250.00 1001 9-6 Spr(-12.125), fd(32'-O) 12.125 19.50 1002 9-6 Spr(-12.354), Id(32-0) 12.354 19.68 1003 9-6 Spr(-12.356), fd(32-0) 12.356 19.68 1004 9-6 Spr(-12.429), fd(32-0) 12.429 19.74 1005 9-6 Spr(-13.401), Id(32-0) 13.401 20.50 1006 9-6 Spr(-14.732), Id 14.732 21.49 1007 9-6 Spr(-15.145), Id 15.145 21.79 1008 9-6 Spr(-15.385), Id 15.385 21.97 1009 9-6 Spr(-15.484), Id 15.484 22.04 1010 9-6 Spr(-15.497), Id 15.497 22.04 1011 9-6 Spr(-15.539), Id 15.539 22.07 1012 9-6 Spr(-15.560), Id 15.560 22.09 1013 9-6 Spr(-15.710), Id 15.710 22.20 1014 9-6 Spr(-15.922), Id 15.922 22.35 1015 9-6 Spr(-16.437), Id 16.437 22.70 1016 9-6 Spr(-16.639), Id 16.639 22.84 1017 9-6 Spr(-17.313), Id 17.313 23.30 2 4-0 T(44-8) 65.415 3 -3-0 T(38-11 Y2) 65.003 4 4-0 T(44'-8) 64.947 5 4-0 LtE(22'-01/.) 64.854 6 -5-0 LtE(16'-7) 59.414 7 4-0 PIV(6-91/.) 58.360 8 1-0 BOR 56.593 9 28-9 fE(12'-7), TOR 44.272 21 4-0 LtE(14'-2) 64.865 101 13-0 P0(5-0) 15.637 102 13-0 T(9--1 1) 16.191 103 11-11 P0(9-lI) 17.796 104 11-11 P0(5-0) 18.491 105 11.-ii P0(9-11) 18.539 106 11-11 fl(14-10) 35.933 107 11-11 E(8-3) . 38.791 108 27-9 P0(12-0) 43.530 109 27-9 P0(12-3%) 43.583 110 27-9 P0(12-3%) 43.679 111 27-9 PO(12-3'/2) 43.759 112 27-9 P0(12-31/2) 43.838 113 28-9 P0(12-3%) 43.872 114 28-9 PO(12-31,4) 43.883 115 28-9 P0(12-31/.) 43.894 116 28-9 PO(12-31,4) 43.908 117 28-9 P0(12-3%) 43.924 118 28-9 P0(12-31/.) 43.944 119 28-9 P0(12-3%) 43.966 120 28-9 P0(12-3%) 43.992 121 28-9 P0(12-31/.) 44.022 122 28-9 P0(12-3%) 44.056 123 28-9 P0(12-31/2) 44.094 124 13-0 P0(5-0) 15.953 125 13-0 P0(5-0) 15.957 126 13-0 P0(5-0) 16.057 127 13-0 T(9-11) 16.564 128 11-11 P0(9-11) 18.187 129 11-11 P0(9-11) 19.096 130 13-0 P0(5-0) 17.400 131 13-0 P0(5-0) 15.147 132 13-0 P0(5-0) 15.304 133 13-0 T(9-11) 15.963 134 11-11 P0(9-li) 17.727 , © M.E.P.CAD, Inc. flj AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:47AM Page 7 111INode Analysis Job Number: 23-2349-03 Reoort DescriDtion: Ordinary GrouD I (#1 - Lab Area) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 135 11,-il P0(9-11) 17.762 136 13-0 P0(5-0) 15.814 137 13-0 T(9-11) 15.995 138 13-0 P0(5-0) 15.261 139 13-0 P0(5-0) 15.372 140 13-0 P0(5-0) 16.822 141 . 13-0 P0(5-0) 16.868 142 13-0 P0(5-0) 15.557 143 13-0 P0(5-0) 15.745 144 13-0 P0(5-0) 16.375 145 13-0 P0(5-0) 17.263 146 28-9 P0(12-31/.) 43.840 147 28-9 P0(12-3%) 43.843 148 28-9 P0(12-3%) 43.846 149 28-9 P0(12-3%) 43.851 150 28-9 P0(12-31/.) 43.856 151 28-9 P0(12-3%) 43.862 152 27-9 PO(12-31.4) 44.042 153 27-9 P0(12-3%) 44.058 154 27-9 P0(12-31/.) 44.071 155 27-9 P0(12-31/.) 44.080 156 27'-9 P0(12-3%) 44.089 157 27'-9 P0(12-3%) 44.095 158 27-9 P0(12-3%) 44.099 159 27-9 P0(12-3%) 44.102 160 27-9 P0(26-4) 44.106 161 27-9 P0(26-4) 44.108 162 28-9 P0(12-31/.) 43.834 163 28-9 P0(12-3%) 43.834 164 28-9 P0(12-31/2) 43.834 165 28-9 P0(12'-3%) 43.835 166 28-9 P0(12-3%) 43.835 167 28-9 P0(12-3%) 43.836 168 28-9 P0(12-3%) 43.837 169 28-9 P0(12-31/.) 43.839 170 27-9 P0(12-3%) 43.606 171 27-9 P0(12-3%) . 43.639 172 27-9 P0(12-3%) 43.677 173 27-9 P0(12-3%) 43.695 174 27-9 P0(12-3%) 43.704 175 27-9 P0(12-3%) 43.561 176 27-9 P0(12-31/2) 43.904 177 27-9 P0(12-31/2) 43.950 178 27-9 P0(12-31/.) 43.987 179 27-9 P0(12-31/.) 44.018 180 1 27-9 P0(26-4) 43.713 ,©M.E.P.CAD, Inc. 5AutoSPRlNK201804.4.5.0 9/19/2023 10:17:47AM Page 8 1111Hydraulic Analysis Job Number: 23-2349-03 Reoort Descriotion: Ordinary Grouo I (#1 - Lab Areas Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary - Routel ..... DR 1.0490 19.50 7.24 120 0.124177 1-6 Pf 5.029 1001 101 9-6 13-0 19.50 5.6 12.125 15.637 Sprinkler, E(2'-O), P0(5-U), fd(32'-O) 39-0 40-6 Pe Pv -1.517 BL 1.6820 41.57 6.00 120 0.050549 1-0% Pt 0.554 101 102 13-0 13-0 22.07 15.637 16.191 Flow (q) from Route 11 T(9'-11) 9-11 10'111/2 Pe Pv RN 1.6820 61.26 8.84 120 0.103544 1,-1 Pf 1.137 102 103 13-0 11-11 19.68 16.191 17.796 Flow (q) from Route 2 P0(9-11) 9-11 11-0 Pc Pv 0.468 CM 2.6350 89.65 5.27 120 0.023532 17-9 Pf 0.696 103 104 11-11 11-11 28.39 17.796 18.491 Flow (q) from Route 19 2fE(5'-11) 11-9% 29-6% Pc Pv CM 2.6350 112.35 6.61 120 0.035730 1-4 Pf 0.048 104 105 11-11 11-11 22.70 18.491 18.539 Flow (q) from Route 15 1-4 Pe Pv CM 2.6350 157.23 9.25 120 0.066536 185-91/2 Pf 17.393 105 106 11-11 11-11 44.88 18.539 35.933 Flow (q) from Route 9 2fT(14'-10), C(16'-51/2), 5fE(5'-ll 75-7% 261-5 Pc Pv 0.001 CM 2.6350 366.00 21.53 120 0.317604 0-9 Pt 2.858 106 107 11-11 11-11 208.77 35.933 38.791 Flow (q) from Route 3 E(8'-3) 8'-3 9-0 Pc Pv -0.000 CM 2.7050 366.00 20.43 120 0.279533 29'-6 Pt 11.602 107 108 11-11 27-9 38.791 43.530 P0(1 2-U) 12-0 41-6 Pc Pv -6.864 CM 4.2600 215.37 4.85 120 0.011477 4'-8 Pt 0.054 108 109 27-9 27-9 43.530 43.583 4'-8 Pc Pv CM 4.2600 195.24 4.39 120 0.009572 10,-0 Pt 0.096 109 110 27-9 27'-9 43.583 43.679 10,-0 Pc Pv CM 4.2600 176.80 3.98 120 0.007967 10-0 Pf 0.080 110 111 27-9 27'-9 43.679 43.759 10,-0 Pc Pv CM 4.2600 159.85 3.60 120 0.006611 12-0 Pt 0.079 111 112 27'-9 27'-9 43.759 43.838 12-0 Pc Pv RN 2.1570 15.42 1.35 120 0.002402 145-21/2 Pt 0.467 112 113 27'-9 28-9 43.838 43.872 P0(12-3%) 2T(12'-3%), P0(12-31/,) 49-2% 194-51/2 Pc Pv -0.434 CM 6.3570 159.85 1.62 120 0.000941 12-0 Pt 0.011 113 114 28'-9 28-9 144.43 43.872 43.883 Flow (q) from Route 20 12-0 Pc Pv CM 6.3570 176.80 1.79 120 0.001134 10,-0 Pt 0.011 114 115 28'-9 28-9 16.95 43.883 43.894 Flow (q) from Route 44 . 10,-0 Pc Pv CM 6.3570 195.24 1.97 . 120 0.001363 10,-0 Pt 0.014 115 116 28'-9 28'-9 18.44 43.894 43.908 Flow (q) from Route 40 10,-0 Pc Pv CM 6.3570 215.37 2.18 120 0.001634 10,-0 Pt 0.016 116 117 28-9 28-9 20.13 43.908 43.924 Flow (q) from Route 34 10,-0 Pc Pv CM 6.3570 236.13 2.39 120 0.001937 10,-0 Pt 0.019 117 118 28'-9 28-9 20.76 43.924 43.944 Flow (q) from Route 39 . 10,-0 Pc Pv CM 6.3570 256.62 2.59 120 0.002259 10,-0 Pt 0.023 118 119 28'-9 28-9 20.48 43.944 43.966 Flow (q) from Route 26 10,-0 Pc Pv CM 6.3570 277.04 2.80 120 . 0.002603 10,-0 Pt 0.026 119 120 28-9 28'-9 20.43 43.966 43.992 Flow (q) from Route 24 10,-0 Pc Pv CM 6.3570 297.97 3.01 120 0.002979 10,-0 Pt 0.030 120 121 28-9 28-9 20.92 43.992 44.022 Flow (q) from Route 43 10.-0 Pc Pv CM 6.3570 319.24 3.23 120 0.003384 10,-0 Pt 0.034 121 122 28'-9 28'-9 21.28 44.022 44.056 Flow (q) from Route 35 10,-0 Pc Pv , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/19/2023 10:17:49AM Page 9 IHydraulic Analysis Job Number: 23-2349-03 Report Description: Ordinary Group I (#1 - Lab Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 341.51 3.45 120 0.003834 10-0 Pf 0.038 122 123 28-9 28-9 22.27 44.056 44.094 Flow (q) from Route 25 .10-0 Pe Pv CM 6.3570 366.00 3.70 120 0.004358 3-1% Pt 0.178 123 9 28-9 28-9 24.48 44.094 44.272 Flow (q) from Route 38 3fE(12'-7), TOR 3781/ 40-10% Pc Pv FR 6.3570 366.00 3.70 120 0.004358 3141/2 Pt 0.290 9 8 28-9 1-0 44.272 56.593 2E(17'-7), BOR 35-2% 66-7 Pe Pv 12.030 UG 8.3900 366.00 2.12 140 0.000848 9-10 Pt 0.033 8 7 1-0 -3-0 56.593 58.360 LtE(22'-01/2), PIV(6'-91/2) 28-10 38-8 Pc Pv 1.734 UG 7.7100 366.00 2.52 150 0.001127 132-71/2 Pt 0.187 7 6 -3-0 -5-0 58.360 59.414 2LtE(16'-7) 33-2 165-10 Pc Pv 0.867 UG 8.3900 366.00 2.12 140 0.000848 12-0 Pt 6.308 6 5 -5-0 4-0 59.414 64.854 T(59'41/2), BFP(-6.210), 2LtE(22' -01/2) 103-6 115-6 Pc Pv -0.867 UG 7.7100 366.00 2.52 150 0.001127 20-9 Pt 0.092 5 4 -3-0 4-0 64.854 64.947 LtE(16'-7), T(44'-8) 61-3 82-0 Pc Pv UG 7.7100 240.50 1.65 150 0.000518 97-4 Pt 0.056 4 3 4-0 4-0 64.947 65.003 EE(11'-6) 11-6 108-9% Pc Pv UG 7.7100 490.50 3.37 150 0.001937 190-11 Pt 0.412 3 2 -3-0 -3-0 250.00 65.003 65.415 Flow (q) from Route 18 LtE(16'-7), GV(5-11/.) 21-8% 212-7% Pc Pv UG 7.7100 616.00 423 150 0.002952 3-1% Pt 0.009 2 1 4-0 -3-0 125.50 65.415 65.424 Flow (q) from Route 45 Water Supply 3-1% Pc Pv 0.00 Hose Allowance At Source 1 616.00 - Route 2 ..... DR 1.0490 19.68 7.31 120 0.126338 1-6 Pf 5.117 1002 124 9-6 13-0 19.68 5.6 12.354 15.953 . Sprinkler, E(2'-O), P0(5-0), fd(32-0) 39-0 40-6 Pc Pv -1.517 BL 1.6820 . 19.68 2.84 120 0.012675 8-10% Pt 0.238 124 102 13-0 13-0 15.953 16.191 T(9'-11) 9-11 18-9 Pc Pv =. ..... Route 3 ..... DR 1.0490 19.68 7.31 120 0.126364 1-6 Pt 5.118 1003 125 9-6 13-0 19.68 5.6 12.356 15.957 Sprinkler, E(2'-O), P0(5-0), fd(32'-O) 39-0 40-6 Pc Pv -1.517 BL 1.6820 19.68 2.84 120 0.012677 7-11 Pt 0.100 125 126 13-0 13-0. 15.957 16.057 7-11 Pc Pv BL 1.6820 39.43 5.69 120 0.045826 1-2 Pt 0.507 126 127 13-0 13-0 19.74 16.057 16.564 Flow (q)from Route 4 1(9-11) 9-11 11,-1 Pc Pv RN 1.6820 61.77 8.92 120 0.105161 1,-1 Pt 1.155 127 128 13-0, 11-11 22.35 16.564 18.187 Flow (q) from Route 14 P0(9-il) 9-11 11'0 Pc Pv 0.468 CM 2.6350 164.96 9.71 120 0.072715 12-6 Pt 0.909 128 129 11-11 11,-1-1 103.19 18.187 19.096 Flow (q) from Route 6 12-6 Pc Pv CM 2.6350 208.77 12.28 120 0.112414 78-91/2 Pf 16.836 129 106 11-11 11-11 43.80 19.096 35.933 Flow (q) from Route 7fE(5'-11), 2f1(14-10) 70-111/2 149-9 Pc Pv 0.001 - Route 4 ..... DR 1.0490 19.74 7.33 120 0.127050 1-6 Pt 5.146 1004 126 9'-6 13-0 19.74 5.6 12.429 16.057 Sprinkler, E(2'-O), P0(5-0), fd(32-0) 39-0 40-6 Pc Pv -1.517 - Route 5 ..... DR 1.0490 20.50 7.61 120 0.136216 1-6 Pt 5.517 1005 130 9'-6 13-0 20.50 5.6 13.401 17.400 Sprinkler, E(2'-O), P0(5-0), fd(32'-O) 39-0 40-6 Pc Pv -1.517 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/1912023 10:17:49AM Page 10 dhydraulic Analysis Job Number: 23-2349-03 Report Description: Ordinary Group I (#1 - Lab Areal Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6820 43.80 6.32 120 0.055672 2-3 Pt 1.227 130 129 13-0 il-il 23.30 17.400 19.096 Flow (q) from Route 17 T(9'-11), P0(9-11) 19'-9Y2 22'-0/2 Pe Pv 0.468 Route ..... AO 1.0490 21.49 7.98 120 0.148680 4-0 Pf 1.933 1006 131 9-6 13-0 21.49 5.6 14.732 15.147 Sprinkler, 2E(2'-O), P0(5-0), fd 9-0 13-0 Pe Pv -1.517 BL 1.6820 21.49 3.10 120 0.014916 10-6 Pf 0.157 131 132 13-0 13-0 15.147 15.304 10-6 Pe Pv BL 1.6820 43.54 6.29 120 0.055055 2-1 Pf 0.660 132 133 13-0 13-0 22.04 15.304 15.963 Flow (q) from Route 10 T(9'-11) 9-11 12-0 Pc Pv RN 1.6820 65.73 9.49 120 0.117979 1,-1 Pt 1.295 133 134 13-0 11-11 22.20 15.963 17.727 Flow (q) from Route 13 P0(9-11) 9-11 11'-0 Pe Pv 0.468 CM 2.6350 37.34 2.20 120 0.004656 7-7 Pt 0.035 134 135 11-11 11-11 17.727 17.762 7-7 Pc Pv CM 2.6350 103.19 6.07 120 0.030527 13-11 Pf 0.425 135 128 11-11 11-11 65.85 17.762 18.187 Flow (q) from Route 7 13-11 Pe Pv Route ..... DR 1.0490 21.79 8.09 120 0.152535 7-4 Pf 2.186 1007 136 9-6 13-0 21.79 5.6 15.145 15.814 Sprinkler, E(2'-O), P0(5-U), fd 7-0 14-4 Pe Pv -1.517 BL 1.6820 21.79 3.15 120 0.015303 1,-11 Pt 0.181 136 137 13-0 13-0 15.814 15.995 T(9'-11) 9-11 11-10 Pe Pv RN 1.6820 65.85 9.51 120 0.118355 1-1 Pt 1.300 137 135 13-0 111-11 44.06 15.995 17.762 Flow (q) from Route 8 P0(9-11) 9-11 11-0 Pe Pv 0.468 - Route 8 ..... DR 1.0490 21.97 8.15 120 0.154771 2-0 Pt 1.393 1008 138 9'-6 13-0 21.97 5.6 15.385 15.261 Sprinkler, E(2'-O), P0(5-0), td 7-0 9-0 Pe Pv -1.517 BL 1.6820 21.97 3.17 120 0.015527 7-2 Pt 0.111 138 139 13-0 13-0 . 15.261 15.372 7-2 Pe Pv BL 1.6820 44.06 6.36 120 0.056269 1-2 Pt 0.623 139 137 13-0 13-0 22.09 15.372 15.995 Flow (q) from Route 12 T(9'-11) 9-11 11,-1 Pc Pv Route ..... DR 1.0490 22.04 8.18 120 0.155696 7-4 Pt 2.854 1009 140 9-6 13-0 22.04 5.6 15.484 16.822 Sprinkler, 3E(2'-O), P0(5-0), fd 11-0 184 Pe Pv -1.517 BL 1.6820 22.04 3.18 120 0.015620 3-0 Pt 0.047 140 141 13-0 13-0 16.822 16.868 3-0 Pc Pv BL 1.6820 44.88 6.48 120 0.058231 5'-91/2 Pf 1.202 141 105 13-0 11-11 22.84 16.868 18.539 Flow (q) from Route 16 E(4'11V2), P0(9-11) 14-10 20-8 Pc Pv 0.468 =. ..... Route lO ..... DR 1.0490 22.04 8.18 120 0.155809 1-6 Pt 1.324 1010 132 9-6 13-0 22.04 5.6 15.497 15.304 Sprinkler, E(2'-O), P0(5-U), fd ' 7-0 8-6 Pc Pv -1.517 Route 11 ..... DR 1.0490 22.07 8.19 120 0.156202 2-10 Pt 1.536 1011 142 9-6 13-0 22.07 5.6 15.539 15.557 Sprinkler, E(2-0), P0(5-0), fd 7-0 9'10 Pc Pv -1.517 BL 1.6820 22.07 3.19 120 0.015671 5-1 Pt 0.080 142 101 13-0 13-0 15.557 15.637 5-1 Pc Pv =. ..... Route 12 ..... DR 1.0490 22.09 8.20 120 0.156397 1-6 Pt 1.329 1012 139 9'-6 13-0 22.09 5.6 15.560 15.372 Sprinkler, E(2'-0), P0(5-0), td 7'0 8-6 Pc Pv -1.517 Route 13 ..... , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/19/2023 10:17:49AM Page 11 111Hydraulic Analysis Job Number: 23-2349-03 Reoort Descriotion: Ordinary Grouo I (#1 - Lab Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.0490 22.20 8.24 120 0.157797 2-10 Pt 1.552 1013 143 9-6 13-0 22.20 5.6 15.710 15.745 Sprinkler, E(2'-O), P0(5-0), fd 7-0 9-10 Pc Pv -1.517 BL 1.6820 22.20 3.20 120 0.015831 3-11 Pf 0.219 143 133 13-0 13-0 15.745 15.963 T(9-11) 9-11 13-10 Pe Pv Route 14 ..... DR 1.0490 22.35 8.30 120 0.159761 5-4 Pt 1.970 1014 144 9'-6 13-0 22.35 5.6 15.922 16.375 Sprinkler, E(2-0), P0(5-U), fd 7-0 12-4 Pe Pv -1.517 BL 1.6820 22.35 3.23 120 0.016028 1-11 Pt 0.189 144 127 13-0 13-0 16.375 16.564 T(9'-11) 9-11 11'10 Pe Pv - ..... Route 15 ..... AO 1.0490 22.70 8.43 120 0.164537 Pt 3.103 1015 104 9-6 11-11 22.70 5.6 16.437 18.491 Sprinkler, 3E(2'-O), P0(5-0), fd T- 1 01/2 11-0 18'-10Y2 Pc Pv -1.049 =. ..... Route 16 ..... DR 1.0490 22.84 8.48 120 0.166401 3'-6 Pt 1.747 1016 141 9-6 13-0 22.84 5.6 16.639 16.868 Sprinkler, E(2'-O), P0(5-a), td 7-0 10-6 Pc Pv -1.517 =. ..... Route 17 ..... DR 1.0490 23.30 8.65 120 0.172634 1-6 Pt 1.467 1017 145 9-6 13-0 23.30 5.6 17.313 17.263 Sprinkler, E(2'-O), P0(5-0), fd 7-0 8'-6 Pc Pv -1.517 BL 1.6820 23.30 3.36 120 0.017319 7-11 Pt 0.137 145 130 13-0 13-0 17.263 17.400 7-11 Pc Pv Route 18 ..... FR 6.2800 250.00 2.59 140 0.001718 3-0 Pt 0.030 22 21 2-0 -3-0 250.00 62.668 64.865 LtE(14'-2) 14-2 17-2 Pc Pv 2.168 U 5.8800 250.00 2.95 150 0.002083 23'4Y2 Pf 0.138 21 3 -3-0 4-0 64.865 65.003 GV(3'-1 01/4, T(38'-l1 4) 42-10 66-3 Pc Pv 0.000 =. ..... Route 19 ..... CM 2.6350 28.39 1.67 120 0.002805 12'-8'/2 1 Pt 0.069 134 103 11-11 11-11 37.34 17.727 17.796 Flow (q) from Route 6 2fE(5'-11) 11'-9Y2 24-61/2 Pc Pv - Route 2O ..... CM 6.3570 83.30 0.84 120 0.000282 8-0 Pt 0.002 146 147 28-9 28-9 73.08 + 10.22 43.840 43.843 Flow (q) from Route 21 and 22 8-0 Pc Pv CM 6.3570 93.96 0.95 120 0.000352 10,-0 Pt 0.004 147 148 28-9 28-9 10.66 43.843 43.846 Flow (q) from Route 31 10,-0 Pc Pv CM 6.3570 105.29 1.06 120 0.000435 10-0 Pt 0.004 148 149 28'-9 28-9 11.33 43.846 43.851 Flow (q) from Route 30 10-0 Pc Pv CM 6.3570 117.40 1.19 120 0.000532 10-0 Pt 0.005 149 150 28'-9 28'-9 12.11 43.851 43.856 Flow (q) from Route 29 10-0 Pe Pv CM 6.3570 130.41 1.32 120 0.000646 10-0 Pt 0.006 150 151 28-9 28-9 13.00 43.856 43.862 Flow (q) from Route 28 10-0 Pe Pv CM 6.3570 144.43 1.46 120 0.000780 12-1 Pt 0.009 151 113 28'-9 28-9 14.03 43.862 43.872 Flow (q) from Route 27 12-1 Pc Pv -Route 21 ..... CM 4.2600 83.30 1.88 120 0.001980 8-0 Pt 0.016 152 153 27-9 27-9 44.042 44.058 8-0 Pc Pv CM 4.2600 73.08 1.65 120 0.001554 8-0 Pt 0.012 153 154 27-9 27'-9 44.058 44.071 8-0 Pc Pv CM 4.2600 63.23 1.42 120 0.001189 8-0 Pt 0.010 154 155 27-9 27-9 44.071 44.080 8-0 ~Pv , © M.E.P.CAD, Inc. 511 AutoSPRINK 2018 v14.4.5.0 9/19/2023 10:17:49AM Page 12 Hydraulic Analysis Job Number: 23-2349-03 Report Description: Ordinary Grow I (#1 - Lab Area Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 53.66 1.21 120 0.000878 10,-0 Pt 0.009 155 156 27-9 27-9 44.080 44.089 10-0 Pe Pv CM 4.2600 44.35 1.00 120 0.000617 10-0% Pt 0.006 156 157 27-9 27-9 44.089 44.095 10-0% Pe Pv CM 4.2600 35.24 0.79 120 0.000403 10,-0 Pt 0.004 157 158 27'-9 27-9 44.095 44.099 10,-0 Pe Pv CM 4.2600 26.27 0.59 120 0.000234 11-101/2 Pt 0.003 158 159 27'-9 27'-9 44.099 44.102 11,-10,/z Pe Pv CM 4.2600 18.05 0.41 120 0.000117 8-1% Pt 0.004 159 160 27'-9 27'-9 44.102 44.106 P0(26-4) 26-4 34-51/2 Pe Pv CM 4.2600 8.99 0.20 120 0.000032 10-0 Pt 0.002 160 161 27-9 27-9 44.106 44.108 P0(26-4) P0(26-4) 52-8 62-8 Pe Pv RN 2.1570 8.99 0.79 120 0.000885 143-31/2 Pt 0.160 161 162 27'-9 28'-9 44.108 43.834 2T(12'-3'h), P0(12-31/2) 36-11 180-2% Pe Pv -0.434 CM 6.3570 8.99 0.09 120 0.000005 10-0 Pt 0.000 162 163 28'-9 28-9 43.834 43.834 10-0 Pe Pv CM 6.3570 18.05 0.18 120 0.000017 10-0 Pf 0.000 163 164 28-9 28-9 9.06 43.834 43.834 Flow (q) from Route 37 10-0 Pe Pv CM 6.3570 26.27 0.27 120 0.000033 10-0 Pt 0.000 164 165 28'-9 28'-9 8.21 43.834 43.835 Flow (q) from Route 42 10-0 Pe Pv CM 6.3570 35.24 0.36 120 0.000057 10,-0 Pt 0.001 165 166 28-9 28-9 8.97 43.835 43.835 Flow (q) from Route 41 10,-0 Pe Pv CM 6.3570 44.35 0.45 120 0.000088 100% Pt 0.001 166 167 28-9 28-9 9.11 43.835 43.836 Flow (q) from Route 36 10-0% Pe Pv CM 6.3570 53.66 0.54 120 0.000125 10-0 Pt 0.001 167 168 28'-9 28-9 9.31 43.836 43.837 Flow (q) from Route 23 10,-0 Pe Pv CM 6.3570 63.23 0.64 120 0.000169 8-0 Pf 0.001 168 169 28-9 28-9 9.57 43.837 43.839 Flow (q) from Route 33 8-0 Pe Pv CM 6.3570 73.08 0.74 120 0.000221 8-0 Pt 0.002 169 146 28-9 28-9 9.85 43.839 43.840 Flow (q) from Route 32 8-0 Pe Pv =. ..... Route 22 ..... RN 2.1570 10.22 0.0 120 0.001123 142-111/2 Pf 0.216 153 146 27-9 28-9 44.058 43.840 PQ(12'-3'/z) 2T(12'-31/2), P0(12-3'!2) 49'-2'/z 192-21/2 Pe Pv -0.434 coo ..... Route 23 ..... BL 2.1570 9.31 0.82 120 0.000945 141-111/2 Pf 0.181 156 167 27-9 28-9 44.089 43.836 P0(12-31/2) 21(12-31/2), P0(12-3%) 49-2% 191-2 Pe Pv -0.434 =. ..... Route 24 ..... CM 4.2600 109.38 2.46 120 0.003277 10,-U Pt 0.033 170 171 27'-9 27'-9 . 43.606 43.639 10,-0 Pe Pv RN 2.1570 20.43 1.79 120 0.004043 139-0 Pt 0.761 171 119 27'-9 28-9 43.639 43.966 130(12-3%) 2T(12'-3%), P0(12-31/2) 49-21/2 188-2% Pe Pv -0.434 =...... Route 25 ..... CM 4.2600 88.95 2.00 120 0.002236 11-8 Pt 0.038 171 172 27'-9 27'-9 20.43 43.639 43.677 Flow (q) from Route 24 EE(5'-3) 5-3 16-11 Pc Pv CM 4.2600 68.03 1.53 120 0.001361 13-51/2 Pt 0.018 172 173 27'-9 27-9 43.677 43.695 13-5% Pe Pv , © M.E.P.CAD, Inc. Auto SPRlNK 2018 v14.4.5.0 9/19/2023 10:17:49AM Page 13 IS Hydraulic Analysis Job Number: 23-2349-03 Reoort Descriotion: Ordinary Groun I (#1 - Lab Areal Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 42600 46.75 1.05 120 0.000680 1351/2 Pt 0.009 173 174 27-9 27-9 43.695 43.704 1351/2 Pe Pv RN 2.1570 22.27 1.96 120 0.004744 116-31/2 Pt 0.785 174 122 27-9 28-9 43.704 44.056 PO(12-31/z) 2T(12-3%), P0(12-3%) 49-2% 165'6 Pe Pv -0.434 40 Route 26 ..... CM 4.2600 150.62 3.39 120 0.005923 5-4 Pf 0.031 108 175 27-9 27-9 215.37 43.530 43.561 Flow (q) from Route 1 5-4 Pe Pv CM 4.2600 129.86 2.92 120 0.004502 10-0 Pf 0.045 175 170 27-9 27-9 43.561 43.606 10-0 Pe Pv RN 2.1570 20.48 1.80 120 0.004064 140-6 Pf 0.771 170 118 27-9 28-9 43.606 43.944 P0(12-31/2) 2T(12'-31/2), P0(12-31/2) 49-2% 189-9 Pe Pv -0.434 Route 27 ..... CM 4.2600 144.43 3.25 120 0.005480 12-1 Pt 0.066 112 176 27-9 27-9 15.42 43.838 43.904 Flow (q) from Route 1 12-1 Pc Pv RN 2.1570 14.03 1.23 120 0.002017 144-101/2 Pt 0.391 176 151 27-9 28-9 43.904 43.862 P0(12-31/.) 2T(12-31/2), P0(12-3%) 49-21/2 194-1 Pc Pv -0.434 =. ..... Route 28 ..... CM 4.2600 130.41 2.94 120 0.004537 10-0 Pt 0.045 176 177 27-9 27-9 14.03 43.904 43.950 Flow (q) from Route 27 10-0 Pc Pv RN 2.1570 13.00 1.14 120 0.001754 144-51/2 Pt 0.340 177 150 27-9 28-9 43.950 43.856 PO(12-3'/.) 2T(12'-3%), P0(12-31/2) 49-21/2 193-8 Pc Pv -0.434 =. ..... Route 29 ..... CM 4.2600 117.40 2.64 120 0.003735 10-0 Pt 0.037 177 178 27-9 27-9 13.00 43.950 43.987 Flow (q) from Route 28 10-0 Pc Pv RN 2.1570 12.11 1.06 120 0.001536 144-01/2 Pt 0.297 178 149 27-9 28'-9 43.987 43.851 P0(12-31/.) 27(12-3%), 130(12-3%) 49-2% 193-3 Pe Pv -0.434 =. ..... Route 3O ..... CM 4.2600 105.29 2.37 120 0.003054 10-0 Pt 0.031 178 179 27-9 27-9 12.11 43.987 44.018 Flow (q) from Route 29 10-0 Pc Pv RN 2.1570 11.33 0.99 120 0.001359 143-71/2 Pt 0.262 179 148 27-9 28-9 44.018 43.846 P0(12-3%) 27(12-31/2), P0(12-3%) 49-2% 192-10 Pc Pv -0.434 =. ..... Route 31 ..... CM 4.2600 93.96 2.12 120 0.002474 10-0 Pt 0.025 179 152 27-9 27-9 11.33 44.018 44.042 Flow (q) from Route 30 10-0 Pc Pv RN 2.1570 10.66 0.94 120 0.001214 143-5 Pt 0.234 152 147, 27-9 28-9 44.042 43.843 P0(12-31/2) 2T(12'-31/.), P0(12-31/2) 49-21/2 .192-71/2 Pc Pv -0.434 Route 32 ..... RN 2.1570 9.85 0.86 120 0.001049 142-11% Pt 0.202 154 169 27-9 28-9 . 44.071 43.839 P0(12-31/.) 2T(12'-31/2), P0(12-31/2) 49-2% 192-2% Pc Pv -0.434 =. ..... Route 33 ..... BL 2.1570 9.57 0.84 120 0.000994 142-6 Pt 0.191 15 168. 27-9 28-9 44.080 43.837 P0(12-3%) 21(12-31/2), P0(12-31/2) 49-2% 191-9 Pc Pv -0.434 =. ..... Route 34 ..... RN 2.1570 20.13 1.77 120 0.003935 143-5 Pt 0.758 109 116 27-9 28-9 43.583 43.908 P0(12-31/2) 2T(12-31/2), P0(12-3%) 49-2% 192-8 Pc Pv -0.434 Route 35 ..... RN 2.1570 21.28 1.87 120 0.004359 125-2% Pt 0.761 173 121 27-9 28-9 . 43.695 44.022 P0(12-3%) 21(12-3%), P0(12-31/2) 49-2% 174-5% Pc Pv -0.434 Route 36 ..... . © M.E.P.CAD, Inc. 4111 AutoSPRlNK 2018 04.4.5.0 9/19/2023 10:17:49AM Page 14 111 Hydraulic Analysis Job Number: 23-2349-03 Recoil Descriotion: Ordinary Groun I (#1 - Lab Areas Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 9.11 0.80 120 0.000908 141101/2 Pt 0.174 157 166 27-9 28-9 44.095 43.835 P0(12-3%) 21(12-3%), P0(12-3%) 49-2% 191.-i Pc Pv -0.434 =. ..... Route 37 ..... BL 2.1570 9.06 0.80 120 0.000899 142-101/2 Pt 0.162 160 163 27-9 28-9 8.99 44.106 43.834 Flow (q) from Route 21 2T(12-31/2), P0(12-31/2) 36-11 179-10 Pc Pv -0.434 =. ..... Route 38 ..... CM 4.2600 24.48 0.55 120 0.000206 1351/2 Pt 0.008 174 180 27-9 27-9 22.27 43.704 43.713 Flow (q) from Route 25 P0(26-4) 26-4 39-91/2 Pe Pv RN 2.1570 24.48 2.15 120 0.005652 107-4 Pt 0.815 180 123 27-9 28-9 43.713 44.094 2T(12-3%), P0(12-3%) 36-11 144-3 Pe Pv -0.434 Route 39 ..... RN 2.1570 20.76 1.82 120 0.004165 142-01/2 Pt 0.797 175 117 27-9 28-9 43.561 43.924 P0(12-31/.) 2T(12'-3%), P0(12-3%) 49-2% 191-3 1 Pc Pv -0.434 Route 40 ..... RN 2.1570 18.44 1.62 120 0.003346 1 144-7% Pt 0.649 110 115 27-9 28-9 43.679 43.894 PO(12-31/z) 2T(12-3%), P0(12-3%) 4921/2 193-10% Pc Pv -0.434 =. ..... Route 41 ..... BL 2.1570 8.97 0.79 120 0.000883 142-2 Pt 0.169 158 165 27-9 28-9 44.099 43.835 P0(12-3%) 2T(12-31/2), P0(12-3%) 49-2% 191-5 Pc Pv -0.434 =. ..... Route 42 ..... BL 2.1570 8.21 0.72 120 0.000750 147-5 Pt 0.166 159 164 27-9 28-9 44.102 43.834 P0(12-3%) 2T(12'-31/2), 4E(6-2), P0(12-31/2 73-10 221-3 Pc Pv -0.434 Route 43 ..... RN 2.1570 20.92 1.84 120 0.004226 1 134-2 Pt 0.749 172 120 27-9 28-9 43.677 43.992 P0(12-31/.) E(6-2), T(12-31/2), P0(12-31/2) 43-1 177-3 Pc Pv -0.434 =. ..... Route 44 ..... RN 2.1570 16.95 1.49 120 0.002863 1 145-7 1 Pt 0.558 111 114 27-9 28-9 43.759 43.883 P0(12-31/.) 2T(12-3%), P0(12-3%) 49-21/2 194-10 Pc Pv -0.434 =. ..... Route 45 ..... UG 7.7100 125.50 0.86 150 0.000156 2851-7 Pt 0.468 4 2 -3-0 -3-0 240.50 64.947 65.415 Flow (q) from Route 1 4EE(11'-6), E(22-111/2), 2T(4.4-8) 158-3 3009-10 Pc Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 1&©M.E.P.CAD, Inc.JjAutoSPRINK2018v14.4.5.0 9/19/2023 10:17:49AM Page 15 ~fljjHydraulic Analysis Job Number: 23-2349-03 epori uescription: irainary (.iroup I (#1 - Lab Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a pipe i DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn i Normal pressure at a point n a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel 111/4* Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/19/2023 10:17:49AM Page 16 ~JjV jCheck Point Gauge Data I Job Number: 23-2349-03 uplp' Report Description: Ordinary Group I (#1 - Lab Area) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 56.593 48.65 366.00 124.266 1-0 TOR 44.272 55.01 366.00 112.236 28-9 ,©M.E.P.CAD, Inc. tAutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:51AM Page 17 IsIRiser Tag Job Thermo Fisher MMS - CGT Lab T.I. 5791 Van Allen Way Carlsbad, CA 92008 Job Number: 23-2349-03 , I 11 - I h Ar Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Ordinary Group I 1250 17 0 0.1 50gpm/ft2 0.227gpm/ft2 1500.00ft2 (Actual 1610.40ft2) i Demand At Base Of Riser (BOR) Total Demand Flow(gpm): 366.00 Pressure(psi): 56.593 Water Supply Information At Time Of Design Static Pressure(psi): 128.000 I Residual Pressure(psi): 91.000 I Supply Flow(gpm): 3579.00 Total Demand Flow(gpm): 616.00 Total Demand Pressure(psi): 65.424 (,, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/19/2023 10:17:52AM Page 18 Western Fire Protection THERMO FISHER MMS CGT LAB TI 57-91 Van Allen Way 05101 Carlsbad, CA 92008 Western Job# 23-2349-03 FIRE SPRINKLER SYSTEM MATERIAL DATA SUBMITTAL DUE TO AVAILABILITY, MATERIAL MAY BE SUBSTITUTED FOR LIKE EQUIVALENT 13630 Danielson Street. Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 SPRINKLERS Victaulic® FireLockTM Series FL-QR Standard Coverage, Quick Response Upright, Pendent and Recessed Pendent Sprinklers 4tauuicr K2.8 (4.0)9 K42 (6.1)9 K56 (8.1), K8.0 (11.5) 41.01 7VI 1.0 PRODUCT DESCRIPTION QUICK RESPONSE UPRIGHT SPRINKLERS SIN V2815 V4215 V2704 V3402 ORIENTATION UPRIGHT UPRIGHT 1UPRIGHTs UPRIGHT K-FACTOR' 2.8 Imp./4.0 Si. 4.2 Impi6.1 S.I. 8.0 Imp./1 1.55.1. CONNECTION ½" NPT/15mm BSPT ½" NPT/15mm BSPT 1/2"NPT/15mm BSPT/IGS 3/4" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 175 psi/1 200 kPa 175 psi/i 200 kPa 175 psi/1200 kPa cULus25O psi /1725kPa 175 psi/1 200 kPa GLOBE RE-DESIGNATION GL2815 GL4215 - - GLOBE EQUIVALENT - - GL5615 GL8118 QUICK RESPONSE PENDENT SPRINKLERS SIN V2801 V4201 V2708 V3406 ORIENTATION PENDENT PENDENT- PENDENT PENDENT K-FACTOR' 2.8ImpJ4.0S.I. 4.2jrn(6.1S.I. _6jfi8.1I 8.01mp./11.55.I. CONNECTION ½" NPT/15mm BSPT ½" NPT/115mm BSPT ½" NPT/15mm BSPT/IGS 1/4" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 175 psi /1200 kPa 175 psi /1200 kPa 175 psi cULus 250 s O7 akPa 175 psi/11200 kPa GLOBE RE-DESIGNATION GL2801 GL4201 - - GLOBE EQUIVALENT - - GL5601 GL8i0i QUICK RESPONSE RECESSED PENDENT SPRINKLERS SIN V2801 V4201 V2708 V3406 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR' 2.8 Imp./4.0 S.I. 4.2 Impi6.1 5.1. 5.6 Impi8.1 S.I. 8.0 Imp/i 1.5 S.I. CONNECTION ½" NPT/15mm BSPT ½" NPT/115mm BSPT ½" NPT/15mm BSPT/IGS 1/4" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 175 psi/i 200 kPa 175 psi/i 200 kPa 175 psi/1 200 kPa cU 2 i725 kPa 175 psi/i 200 kPa ESCUTCHEON Recessed Recessed Recessed Recessed GLOBE RE-DESIGNATION GL2801 GL4201 - - GLOBE EQUIVALENT - - GL5601 GL8i0i AVAILABLE GUARDS/SHIELDS SPRINKLER V28 V42 V27 V34 Upght Pendent AVAILABLE WRENCHES ___________ SPRINKLER V56-2 Recessed V56 Open End V27-2 Recessed V27 Open End V34-2 Recessed V34 Open End 3M Hex-Bit V2815 and V4215 V2707 and V2704 V3402 V2801, and V4201 V2706 and V2708 V3406 Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/FM: 7 psi/48 kPa/.5 bar VdS: 5 psi/35 kPa/.35 bar (Upright only) Temperature Rating: See tables in section 2.0 ' For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0 I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 41.01 16343 Rev c Updated 04/2021 © 2021 Victaulic company. All rights reserved. 1 AC— —ta —U1 ii e victaulic.com 2.0 CERTIFICATION/LISTINGS UPRIGHT APPROVALS/LISTINGS SIN V2815 V4215 1 V2704 ] V3402 Nominal K Factor Imperial 2.8 4.2 5.6 8.0 Nominal K Factor 5.1.2 4.0 6.1 8.1 11.5 Orientation UPRIGHT UPRIGHT J UPRIGHT UPRIGHT Approved Temperature Ratings F°/C° 135°F/57°C 135°F157°C 135°F/570C 135°F/57°C 1550F/68°C 155°F/68°C 155°F168°C 155°F/68°C cULus 175°F/79°C 175°F179°C 1 ?°F/?°c 175°F/79°C 200°F/93°C 200°F/93°C I200°F/93°C 200°F/930C 286°F/141°C 286°F/141°C 2860F1141°C 286°F/141°C 135°F157°C 135°F157°C 155°F/68°C 155°F/680C FM - - 175°F/79°C 1750F/79°C 200°F/93°C 200°F/93°C 286°F/141°C 2860F/141°C 135°F/57°C 135°F/570C 155°F/68°C 155°F/68°C LPCB - - 175°F179°C 175°F/790C 200°F193°C 200°F193°C 286°F/141°C 2860F/141°C 1350F/570C 135°F/57°C 155°F/68°C 155°F/68°C CE - - 1750F/790C 175°F/79°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VdS - - 1750F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/1 41°C CCC 155°F/68°C 155°F/68°C K-ZSTZ - 286°F/141°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. PENDENT APPROVALS/LISTINGS SIN V2801 V4201 V2708 V3406 Nominal K Factor Imperial 2.8 4.2 5.6 8.0 Nominal K Factor 5.1.2 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Flush/Extended Flush/Extended Flush/Extended Flush/Extended Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155F/68°C 155°F/68°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C FM - - 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C CCC 155°F/68°C 155 F/68 C K-ZSTX - - 200°F/93°C 286 F/141 C 286°F/141°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 2 \'taUIiC victaulic.com 2.0 CERTIFICATION/LISTINGS (CONTINUED) RECESSED PENDENT APPROVALS/LISTINGS SIN V2801 V4201 V2708 V3406 Nominal K Factor Imperial 2.8 4.2 5.6 8.0 Nominal K Factor Si.1 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Recessed Recessed Recessed Recessed Approved Temperature Ratings F°/C 135°F/57'C 135F/57C 135 F157C 135F/57°C 155F/68C 155F/68°C 155°F/68°C cULus 175°FI79C 175F/79C 175F/79C 200°F/93°C 200F/93°C 200F/93C 200F/93°C 286F/141°C 286F/141°C 286°F/141°C FM 135°F/57°C 135F/57'C WITH ½ ADJUSTMENT - ESCUTCHEON ONLY - 0 i75FI790C 200°F/93°C 200°F/93°C CCC 155F/68°C K-ZSTX - - 200°F/93C 2860F/141C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. viCtauliC.Com 3 \4taulicr victaulic.com 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm Load Screw: Bronze ½/13 mm r.JNorninal makeIn Pip Cap: Bronze Frame Lodgement Spring Seal: PTFE coated Beryllium nickel alloy Pip cap and Frame: Brass spring seal 63mm Bulb Lodgement Spring: Stainless steel Load screw Deflector Installation Wrench: Ductile iron Sprinkler Frame Finishes: 33 mm Plain brass Chrome plated 1 7A6"1 White polyester painted34 Deflector--,r-37 mm Flat black polyester painted3 Load screw Bulb Custom polyester painted3' ' Pip cap and VC-2505 spring seal 21/2"/ Lodgement spring Not available on the Intermediate Level Style Pendent. Frame UL Listed for corrosion resistance. UL Listed and FMApproved for corrosion resistance. '/13 NOTE mm For cabinets and other accessories refer to separate sheet. Nominal make-in 1 mm Nominal make-in Deflector 40mm Lodgement spring Load screw Pip cap and 1' Bulb spring seal 25Ar / Pip cap and 2/4 / Bulb 58 mm spring seal 57 mm Load screw Lodgement spring Frame Frame Deflector 7M"/11 mm 31 mm Nominal make-in 1R6/ Deflector—...., 37 mm 37mm Deflector Load screw Bulb Load screw Load Bulb Pip cap andPip spring seal "/ cap and Lodgement spring m Lodgement spring seal 3T63 "! m springFrame /13 mm Frame /13 Nominal make-in mm Nominal make-in 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4 ___________ victaulic.com 4.0 DIMENSIONS 2W/60 mm 2751 mm - Hole in ceiling W/22 mm Max. (~ Adj.) W/l 6 mm Max. (½ Adj.) mm Mm. Typical ceiling 1W/29 mm Min.(3/4"Adj.) 1W/34 mm Mm. (½ Adj.) Finished surface 11/8"/47 mm Max 21s/75 mm 2W/60 mm 2/5l mm - Hole in ceiling 7/a"/22 mm Max(3/4' Adj.) W/16 mm Max. (½ Adj.) W/3 mm Mm. Typical ceiling Finished surface IN/47 mm Max a 2 5A6"/75 mm 1W/29 mm Mm. (3/4' Ado 1W/34 mm Mm. OW Adj.). 2W/60 mm 2/5l mm Hole in ceiling 1725 mm Max. (1/4" N"/19 mm Max. (½' 476mm Mm. 4Ad J Typical ceiling 1W/30 mm Mm. (½" 1316 /24 mm Mi (~ Finished surface mm Ma 25A6775 mm 41.01 16343 Rev C Updated 04/2021 C 2021 Victaulic Company. All rights reserved. victaulic.com 5 -1. A -C t1IUIiC victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS WARNING m Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -670FI-550C to those shown in the table below. -40: Victaulic FireLock'IM Automatic Sprinklers Installation and Maintenance Instructions l49: Style VY Victaulic FireLockrM IGSTM Installation-ReadytM Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries, 41.01 16343 'Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved, victaulic.com J1tauIic N Model G5 Cover Plate Model G5 Cover Plate with OR Gasket Model G5 Cover Plate with SR Gasket Bulletin 034 April 2023 Reliabli Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features Standard Coverage, Concealed Pendent (K2.8, 4.2, 5.6, & 8.0 [40, 60, 80, & 115 metric]) Flat concealed cover plate available in a variety of finishes. Available with Stainless Steel Clad cover plate (see Table I). 3/4-inch (19 mm) cover plate adjustment. Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. All Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response (OR) gasket, or a Model G5 cover plate with a standard-response (SR) gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in dust free environments such as clean rooms. Model G5 sprinklers must only be used with the Model G5 cover Note: Gasket material is silicone rubber, available in white only. plate listed or approved with the sprinkler. Table A provides a summary of available Model GS series sprinklers, along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summary Sprinkler K-Factor, Cover Plate Listings Max. Working Sprinkler Model gpm/psi1 Model and Sensitivity Pressure Identification (Llminlbar112 ) Approvals psi (bar) Number (SIN) cULus OR G5 FM SR - G5-28 2.8 (40) 175 (12) RA3411 G5 OR Gasket cULus OR G5 SR Gasket cULus, FM SR - G5-42 4.2 (60) G5 cULus OR 175 (12) RA3413 G5 OR Gasket G5 SR Gasket cULus SR cULus OR 250 (17) G5 FM, LPCB, VdS, CE, SR 175 (12) G5-5 - (80) UKCA RA3l15: G5 OR Gasket cULus OR 250 (17) skf cULus SR 250 (17) FM SR 175 (12) G5 G5-56 300 5.6 (80) cULus OR 300 (21) RA4014 G5 OR Gasket G5SRGasket cULus SR G5 G5-80 8.0 (115) cULus OR 175 (12). RA3412 G5 OR Gascet G5 SR Gasket cULus SR G5-80F 8. 0 (115) G5 FM G5 SR Gasket SR 175 (12) RA3417 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2' NPT or ISO 7-1 R1!2 Nominal K-Factor: 2.8 (40 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Temperature Ratings Ordinary 165°F (74°C) (Sprinkler) [135°F (57°C) (Cover Plate)] Intermediate 212°F (100°C) (Sprinkler) [165°F (74°C) (Cover Plate)] Sensitivity (See Table B) Cover Plates Model G5 Model G5 OR Gasket (cULus only) Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16' (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4/05 Cover Plate 3-5/16' (84 mm) Dia. 3/16" (5 mm) Ceiling Model G5-28 Sprinkler Sensitivity Cover Plate Model Listing or Approval Agency cULus FM G5 - OR SR G5 OR Gasket OR GS SR Gasket SR SR urc: uuieic-response SR: Standard-response Bulletin 034 Reliable Page 2 of 9 April 2023 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1!2 Nominal K-Factor: 4.2 (60 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Temperature Ratings Ordinary 165°F (74°C) (Sprinkler) [135°F (57°C) (Cover Plate)] Intermediate 212°F (100°C) (Sprinkler) [165°F (74°C) (Cover Plate)] Sensitivity (See Table C) Cover Plates Model G5 Model G5 OR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16' (58 mm) Dia, Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4° (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 2 3-5/16" (84 mm) Dia. 3/16(5 mm) Ceiling Model G5-42 Sensitivity Cover Plate Model Listing or Approval Agency . cULus G5 OR G5 OR Gasket OR G5 SR Gasket SR OR: Quick-response SR: Standard-response Bulletin 034 Page 3 of 9 April 2023 Reliable www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2' NPT or ISO 7-1 RI!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 175 psi (12 bar) 250 psi (17 bar) (cULus only) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Temperature Ratings Ordinary (i5°F(7ç)(Spriner) [135°F (57°C) (Cover Plate)] Intermediate 212°F (100°C) (Sprinkler) [165°F (74°C) (Cover Plate)] Sensitiyity (See Table D) Cover Plates Model G5 Model G5 OR Gasket (cULus only) (6dIG5SRGRet(cULand FM only) Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) FM Approved LPCB Approved VdS Approved [165°F (74°C) only] CE Listed (2831-CPR-52062) UKCA: 0832-UKCA-CPR-55045 Model G5-56 Sprinkler Components and Dimensions 2-5/16' Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4(19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16° (84 mm) Dia 3/16(5 mm) Ceiling Model G5-56 Sensitivity Cover Plate Model Listing or Approval Agency cULus FM LPCB, VdS, CE, UKCA G5 OR SR SR G5 OR Gasket OR -- -- G5 SIR Gasket SR SR -- QR: Quick-response SR: Standard-response Bulletin 034 Page 4 of 9 April 2023 Reliabld www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R1!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Temperature Ratings Ordinary 165°F (74°C) (Sprinkler) [135°F (57°C) (Cover Plate)] Intermediate 212°F (100°C) (Sprinkler) [165°F (74°C) (Cover Plate)] Sensitivity (See Table F) Cover Plates Model G5 Model G5 OR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16° (58 mm) Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4° (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16 (84 mm) Dia 3/16(5mm) Ceiling Model G5-56 300 Sensitivity Cover Plate Model Listing or Approval Agency cULus G5 OR G5 OR Gasket OR G5 SR Gasket -- - - SR UUIUK-FeiPU[Ibtj SR: Standard-response Bulletin 034 Page 5 of 9 April 2023 Reliable www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Temperature Ratings Ordinary 165°F (74°C) (Sprinkler) [135°F (57°C) (Cover Plate)] Intermediate 212°F (100°C) (Sprinkler) [165°F (74°C) (Cover Plate)] Sensitivity (See Table F) Cover Plates Model G5 Model G5 QR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16 (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4° (19 mm) Max. Cover Plate Adjustment Model G4105 Cover Plate 3-5/16° (84 mm) Dia. 3/16 (5 mm) Ceiling Model G5-80 Sensitivity Cover Plate Model Listing or Approval Agency cULus G5 OR G5 OR Gasket OR G5 SR Gasket SR UN: uuicPc-response SR: Standard-response Bulletin 034 Reliable Page 6 of 9 April 2023 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Stainless Steel Cup: Steel Temperature Ratings Ordinary 165°F (74°C) (Sprinkler) [135°F (57°C) (Cover Plate)] Intermediate 212°F (100°C) (Sprinkler) [165°F (74°C) (Cover Plate)] Sensitivity Standard Response Cover Plates Model G5 Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved Model G5-80F Sprinkler Components and Dimensions Threads Body Cup Ceiling -... 3/4(19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 2-5/16" (58 mm) Dia, Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) 3-5/16" (84 mm) Dia. 3/16° (5 mm) Ceiling Model G5-80F Sensitivity Cover Plate Model Listing or Approval Agency FM G5 SR GSSR Gasket SR <: btanaara-response Bulletin 034 Page 7 of9Reliable April 2023 www.reliablesprinkler.com ______________ Installation Dimensions and Cover Plate Information Mm. to Max. Mm. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter in Adjustment to Deflector Temperature Model Inch Ceiling Inch CeiIing11 Distance Rating (mm) Inch (mm) Inch below Ceiling OF (mm) (mm) Inch (°C) (mm) G5 3-/16 (84) 2-5/8 (67) 3/4 (19) 1.1/2 to 2.1/4 (38 to 57) 1/4 to 1 (6 to 25) 135°F131 (57°C) or G5 OR Gasket(') 311116 (94) G5 SR Gasket(2) (101 mm) (74°C) 165°F141 Notes: Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. Model G5 OR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. iLiQ! G5 QR Gasket and Model G5SR Gasket cover plates and gaskets are not interchangeable. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Cover Plate Finishes(1)(2) Standard Finishes Special Application Finishes White Paint Off-White Paint Chrome(') Black Paint Custom Color Paint (Specify)131 Raw Brass (Lacquered) Bright Brass(4) Finished Bronze 141 Satin Chrome 141 Stainless Steel Clad(') Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Cover plates do not carry corrosion resistant listings or approvals. Custom color paint is semi-gloss unless specified otherwise. Not listed for use with OR sealing gasket. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with INFRA 13 and FM Global Property Loss Prevention Data Sheets, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick-response (QR) or Standard-response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G5 flat cover plates. Model G5 QR Gasket and G5 SR Gasket cover plates are available to limit air and dust movement through the ceiling. Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or approved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) EC-Certificate of Conformity 0832-CPD-2062 (CE) UKCAEN12259-1 :1999+A3:2006 See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Data Sheets, and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model G5 series sprinklers are shipped with a wrench-able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model G5 series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Bulletin 034 Page 8 of 9 April 2023 www.reliablesprinkler.com Model FC For use with Model G5 Series sprinklers without wrench-able cap installed Model W3 For use with Model G5 Series sprinklers with wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table J. Installation Torque Recommended Installation Sprinkler Threads I Torque (mm. - ft.lb I Nm 1/2" NPTorlSO71R1/2 8-18 11-24 %" NPTorlSO7-1R3/4 14-20 19-27 Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand, pushing and then turning the cover in the clockwise direction until it is tight against the ceiling. For Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model G5 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non- operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G5 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick re-placement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler Model [G5-28] [G5-42] [G5-56] [G5-56 300] [G5-80] [G5-80F] Temperature Rating [165°F (74°C)] [212°F (100°C)] Threads [NPT or ISO 7-1] Cover Plate Model [G5, G5 QR Gasket, G5 SR Gasket] Finish (See Table I) Sprinkler Wrench Model W3 Model FC Bulletin 034 Page 9 of 9 April 2023 Reliabld www.reliablesprinkler.com PIPE FM Approved and Fully Listed Sprinkler Pipe Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL® and C-UL Listed. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10, 1-8 NPS) ASTM A795, Type E, Grade A (Schedule 40,1-2 NPS) ASTM A53, Type E, Grade B (Schedule 40,2-8 NPS) ASTM A53, Type F, Grade A (Schedule 40,1-4 NPS) NFPA® 13 and NFPA 14 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings All Wheatland black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black or hot-dip galvanized, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: [1 BLACK 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724346.7260 fl HOT-DIP GALVANIZED info@wheatland.com wheatland.com Follow us on Twitter: (WheatiandTube 'f Wheatland Tube I, A DIVISION OFZEKELMAN INDUSTRIES SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H20 FILLED PCS./LIFT 21 24 25 UL In. IL mm In. mm In. mm lbs. lbs. lbs. J[Thbs. 1L CRR 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 1660 422 11 1442 366 0109 277 1807 2514 61 23151 2645 14 2756 7.3 1'/a 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 1 H 2 2.375 603 2.157 548 0.109 277 2.640 4.222 2051 2344 2442 1 4.7 2Yz 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5 3 T3.260 3.500 889 828 0.120 305 4.336 7.949 19 1730 1977 2060 26 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 5 5.563 1 141.3 5 295 I . -134.5 0.134 340 7.780 17.309 .. 13 2124 2427 l 2529 1.5 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 8 8.625 2191 8.249 I 209.5 0.188 478 16.960 40.086 7 2493 2849 2968 21 SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WI/LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2OFILLED PCS./LIFT 21 24' 25' UL In. mm mm in. mm IL lbs. 1[ Ib]I[ lbs. lbs. lbs. [_CRR* j 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 11/4 1.660 42.2 1,380 351 0.140 3.56 2.27 2.922 51 2431 2778 2894 1.000 11/2 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 2 2.375 60.3 2.067 52.5 0.154 3.91 3.66 5.109 24 1845 2108 2196 1.000 21/2 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 3 3.500 88.9 3.068 779 0.216 5.49 758 10.783 13 2069 2365 2464 1.000 31/2 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 4 4.500 ;14.3 4 026 102.3 0.237 6.02 1080 16.311 10 2268 2592 2700 1.00 0 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 2151 2458 2560 1.000 6 1 6.625 1683 6.065 1541 0.280 711 1899 31.498 5 1994 2279 2374 1.000 8.. 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 Calculated using Standard UL CRR formula. UL Fire Protection Directory Category VIZY The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). 8 NPS Schedule 40 is FM Approved but not UL Listed. @ C& APPROVED 1 council Avenu,Rc Box 608 uifo@wheaUand.com Wheatland, PA 16161 wheatland.com f%"eatiandTube P 800.257.8182 Follow us on Twitter: A DIVISION OFZEKELMAN INDUSTRIES F 724.346.7260, .. cbWheatlandlube FITTINGS WESTERN IR PROTECTION Ductile Iron Threaded Fittings SCI ProPakmf System S p e c i f ka' t io" nii s- <@>branded fittings are UL Listed and FM Approved at 500 psi Rated to 300 psi WSP Ductile iron castings conform to ASTM A536 C & us LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 All fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME 131.20.1 Independent lab verification that fittings meet applicable chemical & mechanical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 ProPakTM Packaging Temperature Degrees F Working Pressure, Non-Shock psig Class 300 Threaded Fittings -20 to 100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 380 500 360 550 340 600 320 650 300 C@US APPROVED Fig. 35E3-90° Elbow LISTED Size in Part Number A in Packing Weight lb Inner. Master I 1/2 35E3004 1.13 100 200 0.2 3/4 35E 3006 1.31 70 140 0.3 I 1 35E3010 1.50 40 80 0.5 35E3012 1.75 25 50 0.8 I_1-1/4 I 1-1/2 35E3014 1.94 18 36 1.1 2 35E3020 2.25 10 20 1.8 I 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 90° Reducing Elbow Size in ii N umber I Pa u A in B in Packing Weight lb Inner Master 3/4x1/2 35RE3006004 1.20 1.22 80 160 0.3 1x1/2 35RE3010004 1.26 1.36 70 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4 x1/2 35RE3012004 1.34 1.53 35 70 0.5 1-1/4x 3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4x1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2x1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2x3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-112x1-114 35RE3014012 1.82 1.88 18 36 1.0 2x1/2 35RE3020004 1.60 1.97 18 36 1.0 2x314 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 35RE3020012 1.90 2.10 12 24 1.3 2x1-1/2 35RE3020014 2.02 2.16 10 20 1.5 2-1/2 x 1-1/2 35RE3024014 2.16 2.51 6 12 2.2 2-1/2x2 1 35RE3024020 2.39 1 2.60 6 12 1 2.5 Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 1 35F 3010 1.13 40 80 0.5 1-1/4 35F 3012 1.29 25 50 0.7 1-1/2 35F3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F3024 1.95 1 4 1 8 2.7 A Fig. 35F 3450 Elbow Fig. 35T3-Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 35T3004 1.13 80 160 0.3 3/4 3513006 1.31 30 60 0.5 1 35T3010 1.50 25 50 0.7 1-1/4 3513012 1.75 10 20 1.1 1-1/2 35T3014 1.94 10 20 1.5 2 3513020 2.25 6 12 2.4 2-1/2 3513024 2.70 4 8 4.3 237 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com C®uS<> Fig. 35RT3 - Reducing Tee LISTED APPROVED Size in Part Number .. A in B in C in Packing Weight lb Inner Master 3/4x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 1x1/2 35RT3010004 - 1.26 1.26 1.36 30 60 --3-6 - 1 x 1/2x 1 35RT3010004010 1.50 1.36 1.50 30 60 0.6 1x3/4 35R13010006 1.38 1.38 1.45 25 50 0.6 1x3/4x3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1x3/4x1 35RT3010006010 1.50 1.45 1.50 25 50 0.7 1-1/4x 1/2 35R13012004 1.34 1.34 1.53 20 40 0.8 1-1/4x1/2x1-1/4 35R13012004012 1.75 1.53 1.75 25 50 0.9 1-1/4x 3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4x3/4x1-1/4 35RT3012006012 1.75 1,62 1.75 20 40 1.0 1-1/4x1 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1x1/2 35R13012010004 1.34 1.26 1.53 25 ' 50 0.7 1-1/4x1x3/4 35R13012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x1x1 35R13012010010 1.58 1.50 1 20 40 0.9 1-1/4x1x1-1/4 35R13012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 1-1/2x1/2x1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x 1-1/2 35R13014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1/2x3/4x1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2x 3/4 x1-1/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2x1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1x1 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 1-1/2x1-1/4 35RT3014012 1.82 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4x3/4 35RT3014012006 1.52 1.45 1.75 16 32 1.0 1-1/2x1-1/4x1 35R13014012010 1.65 1.58 1.80 16 32 1.1 1-1/2x1-1/4x1-1/4 35R13014012012 1.82 1.75 1.88 14 28 1.3 1-1/2x1-1/4x1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35RT3020004 1.49 1.49 1.88 10 20 _LL 2x3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2x1 35RT3020010 1.73 1.73 2.02 8 16 1.7 2 x 1 x 2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2x1-1/4x2 35R13020012020 2.25 2.10 2.25 8 16 2.0 2 x1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2x1-1/2x1/2 35R13020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 2x1-1/2x1-1/4 35RT3020014012 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-1/2 35R13020014014 1 2.02 1 1.94 1 2.16 1 8 1 16 1 1.8 Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1 35BT3006010 1.45 1.45 1.37 30 60 0.6 1x1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1-x 1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 .11!4x1x1-112. 35B13012010014 1.88 1.80 1.82 15 30 1.2 1-1/4x1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 35B13012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35BT3014020 2.16 2.16 2.02 8 16 1.8 ii SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.srnithcooper.com 238 APPROVED Fig. 35CP3 - Straight Coupling with Ribs LISTED Size . in Part Number A in Packing Weight lb Inner Master 1/2 350P3004 1.38 200 4100 0.1 3/4 35CP3006 1.63 100 200 0.2 1 350P3010 1.75 60 120 0.4 1-1/4 35CP3012 2.00 35 70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 2.62 15 30 1.2 2-1/2 35CP3024 3.00 9 18 2.2 Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A * in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1 x 3/4 35RC3010006 1.69 60 120 0.4 1-1/4x3/4 35RC3012006 2.06 40 80 0.6 2x 1(7ot hex) I 35RC3020010 2.81 1 20 1 40 1 1.0 Fig. 35HB3 -Hex Bushing Size in Part Number A in B in Packing Weight lb Inner Master lx 1/2 35HB3010004 1.06 1.40 180 360 0.2 1 x3/4 35HB3010006 1.06 1.40 180 360 0.1 1-1/4x1 35HB3012010 1.19 1.80 90 180 0.2 1-1/2x1 35HB3014010 1.25 1.95 75 150 0.4 1-1/2x1-1/4 35HB3014012 1.25 1.95 75 150 0.3 2x 1 35HB3020010 1.38 2.55 40 80 0.6 2x1-1/4 35HB3020012 1.38 2,55 40 80 0.6 2x1-1/2 35HB3020014 1.38 2.55 40 80 0.6 Fig. 355P3 - Square Head Plug El!! Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 0.07 3/4 35SP3006 1.12 ' 350 ' 700 0.1 1 35SP3010 1.25 200 400 0.1 1-1/4 35SP3012 1.37 100 200 0.3 1-1/2 35SP3014 1.44 , 1-1.50 80 160 0.4 2 35SP3020 45 90 0.6 Fig. 35U 3- Union with Brass Seat Size in Part Number ___ A ' in Packing Weight lb Inner Master 1 35U3010 2.19 20 40 1.0 1-1/4 35U3012 2.50 . 15 30 1.2 1-1/2 35U3014 2.62 10 - 20 1.7 2 35U 3020 1 3.12 6 12 1 2.4 239 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com C L us <~> APPROVED Fig. 35X 3- Cross LISTED Size in Part Number A in Packing Weight lb Inner Master 1 35X 3010 1.50 20 40 0.9 1-1/4 35X3012 1.75 12 24 1.4 1-1/2 35X3014 1.94 8 16 1.8 2 35X 3020 2.25 6 12 2.8 Fig. 35RX3 - Reducing Cross I Size I in I Part I ' A I I in I B I in I Packing I Weight I I lb I Inner I Master I 1-1/4 x 1 I 35RX3012010 I 1.67 I 1.58 15 30 I 1.2 I1-1/2x 135RX30140101 1.80 I 1.65 12 I 24 I 1.4 2x 1 35RX3020010 1 2.02 1 1.73 8 16 I 2.0 &11 'MORRIS SI Fig. 35C3- Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 35C3004 0.87 300 600 0.1 3/4 35C3006 0.97 200 400 0.1 1 35C3010 1.16 110 220 0.2 1-1/4 35C3012 1.28 - 70 140 1 0.4 1-1/2 35C3014 1.33 50 100 0.5 2 35C3020 1.45 25 50 0.8 2-1/2 35C3024 1.70 18 36 1.6 Fig. 35BC3 - Beam Clamp Size ' i in I Part Number I1. I A I in I_PackingI Weight I lb I Inner I_ Master I 3/8 I 35B03003 I_0.75 100 I 200 I_0.3 1/2 I 35BC3004 I 0.75 80 160 0.5 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 0 www.smithcooper.com 240 Victaulic® FireLockTM Fittings Ar__ t -au I i C r 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 1'/4-8/DN32—DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application FireLockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials Carbon steel 2.0 CERTIFICATION/LISTINGS USTED Is (E ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12 Fitting Coating: El Orange enamel. o Red enamel in Europe, Middle East, Africa, and India. O Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. 1 '/taUIic victaulic.com 4.0 DIMENSIONS k-CtoEl .. C I to C -bto E to No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 90° Elbow 45° Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN I mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 03 DN32 42.4 - - - - - - - 21 0.1 1 ½ 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 - DN50 60.3 70 0.8 51 0.8 70 1.1 22 03 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 -. 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 15 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 - 3.00 5.1 4.00 7.5 108.0 102 2.6 76 23 102 3.4 - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 - 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 0N125 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 550 12.6 3.50 - 9.2 550 17.9 158.8' 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 1 5.3 140 10.3 25 1 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 0N200 219.11 1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 10.5 - - 176 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. viCtaulic.com 2 \44'tuIIc victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size Diameter 900 Elbow 45° Elbow Branch Run inches inches feet feet feet feet DN mm meters meters j meters meters 11/4 1.660 - - - - 0N32 42.4 - - - - 1½ 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DN50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 153 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 15 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 . 4.0 8.515 13.0 - 33.0 13.0 2163 4.0 - 10.1 4.0 1 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victhulic.com X, Ai -0 -ta U -1i 13 ~ victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N/009H couplings, use FireLockTM No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 1064: Victaulic® FireLock"' Rigid Coupling Style 009N 10.02: Victaulic® FireLockTM Rigid Coupling Style 005H with Vic.PlusTM Gasket System 29.01: Victaulic® Terms and Conditions of Sale User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations unwell as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendatior for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer tc. design or utility patents or patent applications for articles and/or methods of use in the Uited States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in P1W format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the Current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 0 \,,htaUIiC Vic®-End II End of Run Fitting Aitauiicr No. 67 10.21 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 - 37DN32 - DN80 with 1/2/DN15, 3/4YDN2O or 1'/DN25 female threaded NPT or BSPT outlet. Pipe Material Carbon Steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2500 kPa. Function End of branchline elbow fitting for sprinkler connection. 2.0 CERTIFICATION/LISTINGS UM 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASIM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. o Optional: Hot dipped galvanized. Outlet: NPT E] Optional: BSPT - ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.21 3209 Rev F Updated 03/2017 © 2017 victaulic Company. All rights reserved. '.#tauIic 1 _________________ vktaulic.com 4.0 DIMENSIONS No.67 C toTE toGE Approximate Nominal Weight Size C to GE C toTE (Each) inches inches inches lb DN mm mm kg 1 ¼ x ½ 1.875 1.38 0.6 DN32 DN15 48 35 0.3 3/4 11 1.875 138 0.5 DN20 48 35 0.2 1 2 1.75 0.6 DN25 51 44 0.3 1½ x ½ 1.875 1.5 0.7 0N40 DN15 48 38 0.3 3/4 1.875 1.5 0.7 DN20 48 38 0.3 1 2 1.625 0.7 DN25 51 41 0.3 2 x ½ 1.875 1.75 0.7 DNSO DN15 48 44 03 3/4 1.875 1.75 0.7 DN20 48 44 03 1 2 1.75 0.9 DN25 51 44 0.4 21/2 x ½ 1.875 2 1.3 DN65 DN15 48 51 0.6 3/4 1.875 2 1.2 DN20 48 51 0.6 1 2 2 1.3 DN25 51 51 0.6 3 x 3/4 2 2.375 2.0 DN80 DN20 51 60 0.9 1 2 2.375 1.9 DN25 51 60 0.9 5.0 PERFORMANCE Please see applicable coupling publication for performance, or contact Victaulic for more information. 10.21 3209 Rev F updated 03/2017 © 2017 Victaulic Company. All rights reserved. victauliccnm 2 J'tauIec victaulic.com 6.0 NOTIFICATIONS WARNING This product must be installed by an experienced, trained installer, in accordance with the provided with each valve. These instructions contain important information. Failure to follow these instructions may result in serious personal injury, property damage, or valve (,instructions leakage. If you need additional copies of this product literature or the valve installation instructions, or if you have any questions about the safe installation and use of this device, contact Victaulic Company, P.O. Box 31, Easton, PA 18044-0031 U SA, Telephone: 001-610-559-3300. 7.0 REFERENCE MATERIALS 10.64: FireLock EZTM Style 009N Rleid Conning User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or sugested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com J1taUIiC Victaulic® Flexible Coupling -~. A -0 t -au I ii 1:: r Style 75 06.05 1 - 8?DN25 - DN200 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 87DN25 - DN200 Pipe Material Carbon steel Stainless steel Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in HgI760 mm Hg) up to 500 psi/3447 kPaI34 bar Working pressure dependent on material, wall thickness and size of pipe Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS c® E FLP7CB QT LJSTD NOTES Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. See publication 02,06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic company. All rights reserved. 1 ictaulic victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Standard: Orange enamel O Optional: Hot dipped galvanized E] Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') El Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. El Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +1400F/+600C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. El Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) El Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). El Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P Updated 10/2017 0 2017 Victaulic company. All rights reserved. victaulic.com 2 X. Ac-t a _ victaulic.com 4.0 DIMENSIONS Style 75 lie In I Iq iI - '--,1 Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches inches/ft. imperial inches inches inches lb ON mm mm Degrees mm/m - metric mm mm mm kg 1 1.315 0-0.06 0.57 /sX2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2- 48 2 - M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 0.45 3/sX2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2 -10' 38 2 M10x51 68 117 45 0.6 1'/2 1.900 0-0.06 0.40 3'ax2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 - 56' 33 2 - M10x51 74 122 45 0.6 2 2.375 0-0.06 0.32 3/a x2 3.43 5.22 1.88 1.7 DN5O 60.3 0-1.6 1 - 31' 26 2 - M10x51 87 133 48 0.8 21/2 2.875 . 0-0.06 0.26 %x2 3.88 5.68 1.88 1.9 73.0 0-1.6 1- ., 22 2 - M10x51 98 144 48 0.9 3.000 0-0.06 0.26 /s x 2 4.00 5.90 1.88 1.9 1 - 12' 2 DN65 76.1 0-1.6 22 - M10x51 102 150 48 0.9 3 3.500 0-0.06 0.22 ½ x 2/4 4.50 7.00 1.88 2,9 PN80 88.9 0-1.6 1 - 2' 18 2 - M12x70 114 178 48 1.3 31/2 4.000 0-0.06 0.19 ½x234 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 0- 16 2 M12x70 127 191 48 1.3 4 4.500 0-0.13 0.34 ½x23/4 5.80 8.03 2.13 4.1 DN100 114.3 0-3.2 1 - 36' 28 2 M12x70 147 204 54 1.9 4.250 0-0.13 0.35 ½x23% 5.55 7.79 2.13 3.7 , 1 2 108.0 0-3.2 29 - M12x70 141 198 54 1.7 5.000 0-0.13 1 - 26' 0.25 2 %x3¼ 6.13 9.43 2.13 5.5 127.0 0-3.2 21 - M16x83 156 240 54 2.5 5 5.563 0-0.13 0.27 5/8 x3¼ 6.88 10.07 2.13 5.8 1 - 18' 2 141.3 0-3.2 23 M16x83 175 ' 256 54 2.6 5,250 0-0.13 0.28 5/8 X3'/4 6.55 9.37 2.13 6.0 133.0 0-3.2 1 - 21' 24 2 - M16x83 166 238 54 2.7 5.500 0-0.13 0.28 Yax31/4 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 1 - 18' 24 2 - M16x83 173 244 54 2.9 6.000 0-0.13 0.21 ¼x3¼ 7.38 10.48 1.88 6.2 1 - 12' 2 152.4 0-3.2 18 M16x83 187 266 48 2.8 6 6.625 0-0.13 0.23 %x3¼ 8.00 11.07 2.13 7.0 DN150 . 168.3 0-3.2 1 - 18 2 M16x83 203 281 54 3.2 6.250 0-0.13 0.24 1/s /4 x3' 7.63 10.49 2.13 6.8 1 - 91 2 159.0 0-3.2 20 M16x83 194 266 54 3.1 6.500 0-0.13 0.23 2 ¼ x 3¼ 7.84 10.66 2.08 6.6 165.1 0-3.2 1 - 58 - M16x83 199 271 53 3.0 8.515 0-0.13 , 0- 1 0.18 2 ~x4¼ 10.19 13.75 2.32 13.2 __ 216.3 0-3.2 46 M20 108 259 350 59 6.0 8 8.625 0-0.13 0.18 3/4 x4¼ 10.34 13.97 2.13 12.4 0- 50' 2 DN200 219.1 0-3.2 14 - M20 108 263 355 59 5.6 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 -3 ½'IDN20 - DN90; 25% for 4'/DN100 and larger. NOTE - Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev .P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com X.A-C-ta-ulic~ victaulic.com 5.0 PERFORMANCE Style 75 Size Maximum Actual Outside Working Maximum Nominal Diameter Pressure4 End 1-oad4 inches inches psi lb DN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1 ¼ 1.660 500 1080 DN32 42.4 3447 4,805 1½ 1.900 500 1420 DN40 48.3 3447 6,320 2 2.375 500 2215 DN50 60.3 3447 9,860 21/2 2.875 500 3245 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 500 4800 DN80 88.9 3447 21,360 31/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 DN100 114.3 3447 35,380 4.250 450 6380 108.0 3103 28,395 5.000 450 8820 127.0 3103 39,250 - 5 5.563 450 10935 141.3 3103 48,660 5.250 450 9735 133.0 3103 43,325 5.500 450 10665 DN125 139.7 3103 47,460 6.000 . 450 12735 152.4 3103 56,670 6 6.625 450 15525 DN150 168.3 3103 69,085 6.250 450 13800 159.0 3103 61,405 6.500 450 14930 165.1 3103 66,412 8.515 450 25625 216.3 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 06.05 1470 Rev P Updated 10/2017 C 2017 Victaulic Company. All rights reserved. victaulic.com 4 j4taUIiC victaulic.com 6.0 NOTIFICATIONS WARNING Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 02.06: Vlctatic® Potable Water Approvals ANSI/NSF 0501: Victaulic® Seal Selection Guide - Elastomeric Seal Construction 0615: Victaulic® Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic® Products for Fire Protection Pioines Systems - Regulatory Approval Reference Guide 17.01: Vicfatili® Pipe Preparation for Use on Styinless Steel Pipe With Victaulic Products 17.09: Victaulic® Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01: Victaulic® Standard Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale -100: Victaulic® Field Installation Handbook User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering Such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 \J4taUIiC Victaulic® FireLockTM Rigid Coupling \4taulic Style 009N 10.64 Patented 1.0 PRODUCT DESCRIPTION Available Sizes 1'A-12/32-300mm Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa. Function Joins carbon steel pipe. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS c® LPCB us1D C104-la/36 EN 10311 Regulation (EU) No. 305/2011 ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. 1 _________________ victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange enamel (North America, Asia Pacific) Red enamel (Europe) Hot dipped galvanized Gasket: (specify choice') El Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) Standard: Carbon steel oval neck track bolts meeting the physical and chemical requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the physical and chemical requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FES, finish Type Ill (imperial) or Type II (metric). E] Optional: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.2 2 Optional bolts/nuts are available in imperial size only. 10.64 7072 Rev L updated 08/2017 02017 Victaulic company. All rights reserved. victaulic.com 2 \4tauIic victaulic.com 4.0 DIMENSIONS Style 009N /A-IIiII 4yw_IIiII IIeIPIrnLU1rtTiI Bolt/Nut Dimensions Weight Pre-assembled Actual Maximum Maximum Allow. (Push On Condition) Joint _Assembled Nominal Outside Working End Pipe End Approx. X V X V Z Size Diameter Pressure3 Load3 Separation4 Qty. Size (Each) inches inches psi lb inches inches inches inches inches inches inches lb mm mm kPa N mm mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 2 3/8 X2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 3514 2.54 - M10x51 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 2 /8 x 2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 4604 2.54 - M10x51 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 2 Y8 x21/2 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 2 3/ax2½ 4.50 6.13 4.00 6.13 2.00 2.1 65 73.0 2517 10542 3.05 - M10x63 114 156 102 156 51 1.0 76.1 mm 3.000 365 2580 0.12 2 ~x2½ 4.63 6.00 4.13 6.13 2.00 2.1 76.1 2517 11476 3.05 - M10x63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 2 3/8X2Y2 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 - M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 2 3/sx2½ 6.00 7.88 5.63 7.50 2.13 2.9 100 1143 2517 25822 4.32 - M10x63 152 200 143 191 54 1.3 108.0 mm 4.250 365 5175 0.17 2 /ax21/2 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 1 4.32 - M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 2 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 432 - M12x76 184 235 171 232 57 2.3 133.0mm 5.250 365 7897 0.17 2 1/2 x 3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 M12x76 168 229 162 229 57 2.2 139.7 mm 5.500 365 8667 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 2517 38529 4.32 M12x76 175 235 171 232 57 2.2 159.0 mm 6.250 365 11192 0.17 2 1/2 /4 x3' 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 - M12x83 200 254 187 251 57 2.5 165.1 mm 6.500 365 12105 0.17 2 ½ x 3 ¼ 8.00 1025 7.75 10.13 2.25 6.0 165.1 2517 53813 432 - M12x83 203 260 197 257 57 2.7 6 6.625 365 12582 0.17 ½x3¼ 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 2 M12x83 213 264 200 257 57 2.7 216.0mm 8.500 365 20712 0.17 2 5,'aX4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 M16x101 270 337 260 257 67 5.2 8 8.625 365 21326 0.17 2 5/8 X4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 M16x101 276 340 260 333 64 5.2 10 10.750 300 27229 0.25 2 ¼x6½ 13.75 17.00 13.25 17.13 2.75 22.6 250 273.0 2068 121121 6.4 M22x165 349 432 337 435 70 10.3 12 12.750 300 38303 0.25 2 7/sX6½ 16.00 19.00 15.50 19.13 2.75 27.6 300 323.9 2068 170380 6.4 - M22 x 165 406 483 394 486 70 12.5 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZM couplings are supplied with FireLock EZTM Grade 'E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSealTM gaskets are not compatible and cannot be used with the FireLock EZTM couplings. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 jltauIiC uirti ilk mm 5.0 PERFORMANCE6 Listings/Approval The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULus'5 FM Vds LPCB Sch. 5 [ Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 inches psi I psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 363 363 - 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 365 365 175 363 363 363 363 40 1600 2517 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502, 2517 2517 1205 2502 2502 2500 2500 21/2 N/A / 365 365 175 363 363 363 363 65 2517 2517 1205 2502 1 2502 2500 2500 76.1 mm N/A 3656 N/A N/A 3637 N/A 363 363 25176 2500 2500 N/A 365 365 175 363 363 363 363 80 2517 2517 1205 2502 2502 2500 2500 N/A - / 365 365 175 363 363 363 363 100 2517 2517 1205 2502 2502 1 2500 2500 108.0mm N/A N/A N/A 175 363 363 N/A N/A 1205 2502 2502 NIA 290 365 N/A 363 363 232 N/A 125 2000 2517 2502 2502 1600 133.0 mm N/A N/A N/A N/A 3637 N/A N/A N/A 2502 7 139 7mm N/A 2908 28 N/A N/A 3637 25027 N/A 232 1600 N/A 159.0mm N/A N/A N/A N/A 3637 N/A N/A N/A 165.1 mm N/A 290 2000 N/A 2502 7 N/A 363 2502 N/A N/A N/A 6 N/A 290 365 'N/A 363 363 232 N/A 150 - 2000 2517 2502 2502 1600 216.0 mm N/A N/A N/A N/A 3637 N/A N/A N/A 2502 7 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 216.0mm N/A N/A N/A N/A 363 7 7 2502 N/A N/A N/A 8 N/A / 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 10 N/A / 300 300 N/A 300 300 N/A N/A 250 2068 2068 - 2068 2068 12 30010 300 250 300 300 N/A 206810 2068 N/A 1724 2068 N/A N/A 5 Listed/Approved for wet and dry pipe systems (>-4OF/-40C) for continuous use in freezing conditions, use of Style 005H Coupling with Silicone Gasket is recommended. Please see the VictaulicInstallation Manual 1-009N/009H for details concerning when supplemental lubrication is required. 6 cuLus listed for DIN 2458 2.6 mm pipe wall. FM approved for BS 1387 Medium 3.6 mm pipe wall. 8 cuLus listed for EN 10220 4.0 mm pipe wall. cuLus listed for EN 10255 4.5 mm pipe wall. '° cuL listed to 250 psi. " With optional stainless steel fasteners, cULus Listed to 175p5i. The stainless steel fasteners have a marking designation of '316 on the end face of the bolt. 10.64 7072 Rev L updated 08/2017 © 2017 Victaulic Company. All rights reserved. uirt,ilim mnm 4 4tauIcr victaulic.com 5.1 PERFORMANCE2 Listings/Approval Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM inches psi psi inches psi psi inches psi psi kPa kPa kPa kPa kPa kPa BLT 1/4-2 300 365 2517 EZT 1 1 1/4-2 300 365 MT 1 /4-2 300 365 2068 2068 2517 2068 2517 DF 1 1 '44 300 365 FF 1 1 '44 300 365 MILT 1 1 /4-2 N/A 365 2068 2517 2068 2517 2517 DI 1¼-2 300 365 FLF 1 1/4-4 N/A 57 ST lh/4 2 N/A 6 2068 2517 2517 EF 1 1/4-4 175 175 FLT 114-2 N/A 365 STF 116-4 N/A 365 1206 1206 2517 2517 EL 116-2 300 365 FLIL lh/4 2 N/A 365 TF 216-4 N/A 6 2 1 2517 1 2517 ET4O 1 1/4-2 300 365 GL 1 1/4-2 300 365 WLS 1 1/4-2 300 365 2068 2517 2068 2517 2068 2517 EZF 300 365 1 1/4-4 300 365 WST 1 1/4-2 N/A 365 2068 2517 2068 2517 2517 6 175 175 XL 1 1 1/4-2 300 365 1205 1205 2068 2517 NOTES BLT =BLT steel pipe manufactured by Allied Tube & Conduit Corp. OF = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. DT = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FF = Fire-Flo steel pipe manufactured by Youngstown Tube Co. FLF = Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. FLT = Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. FLIL = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. GL = GL steel pipe manufactured by Wheatland Tube Co. MF = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MILT = MLT steel pipe manufactured by Wheatland Tube Co ST = STD wall pipe in accordance with ASTM A53. STF = Steady Flow steel pipe manufactured by AMS Tube Corp. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WLS = WLS steel pipe manufactured by Wheatland Tube Co. WST = WST steel pipe manufactured by Wheatland Tube Company. XL = XL steel pipe manufactured by Allied Tube & Conduit Corp. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 JtauIicr victaulic.com 6.0 NOTIFICATIONS Not applicable - contact Victaulic with any questions. 7.0 REFERENCE MATERIALS 05.01 Seal Selection Guide 1-009N/009H: Installation Instructions FireLock EZTM Rigid coupling User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, satety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, nary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any pa:eni or other intellectual property right. The terms "Patented or "Patent Pending refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in P1W format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.64 7072 Rev L Updated 08/2017 0 2017 Victaulic Company. All rights reserved. victaulic.com \4taullcr OLPCB LPS 1186: Issue 3.1 Cert/LPCB Ref. 491a/27 t ¼ UK CR EN 10311 BS EN 10311 CPR lEUl CPR (UK) No. 305/2011 2019 No. 465 LN Victaulic® FireLockTM Outlet-I \,Ltaulicr Style 922 10.52 p 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 -21/2 /DN32—DN65 Threaded Outlet Sizes: 1/2"/DN15, 3/4 /DN20, and 1/DN25 NOTE IGS Grooved 1'/0N25 Outlets available for this product. See publication 10.54. Maximum Working Pressure 300 psi/2068 kPa/21 Bar Application Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material Carbon steel Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS NOTES See Section 7.2 REFERENCE MATERIALS for additional certification information. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 10.52 3355 Rev K Updated 07/2022 © 2022 Victaulic company. All rights reserved. 1 X As—ta—ulicr victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange coating. F-1 Red coating (standard for EMEA-1 and Asia Pacific). o Optional: Contact Victaulic with your requirements for other coatings. Gasket': 0 Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40T/-40C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: El Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type III (imperial) or Type II (metric). 10.52 3355 Rev K Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victautic.com 2 -4, /__iC__t:9_UiCr victaulic.com 4.0 DIMENSIONS Style 922 I -Z -w, -yi 7~- Style 922 Size Bolt/Nut Dimensions Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W Y Z (Each) inches inches inches inches inches inches inches inches lb ON mm - mm mm mm mm mm mm kg 1 1/4 1/2 1.660 0.840 1.30 1.83 1.10 3.87 2.56 1 DN32 X DN15 42.4 X 213 2 ~x13/e 33 47 28 98 65 0.5 1.28 1.83 1.10 3.87 2.56 1 3/4 1.050 DN20 26.9 2 3/ x 1 /8 33 47 1 28 98 65 0.5 1.52 2.18 1.10 3.87 2.56 1 1 1.315 DN25 2 3/ x 1 /8 39 55 28 98 65 1 0.5 1½ ½ 1.900 0.840 1.42 1.95 1.22 4.08 2.56 1 40 X DN15 48.3 X 21.3 2 3/ax13/a 36 50 31 104 65 0.5 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 DN20 26.9 2 3/8X 1/3 36 50 31 104 65 0.5 1.64 2.30 1.22 4.08 2.56 1 1 1.315 DN25 2 3/sxl 3/s 42 1 58 31 104 65 0.6 2 1/2 2.375 0.840 1.66 2.19 1.46 4.60 2.56 1 50 DN15 60.3 213 2 ~X13/8 42 56 37 117 65 0.6 1.64 2.19 1.46 4.60 2.56 1 3/4 1.050 DN20 26.9 2 3/ X 1 3' 42 56 37 117 65 0.6 2 1.88 254 1.46 4.60 2.56 2 1 1.315 DN25 /8 x 1 ~ 48 65 1 37 117 1 65 0.7 21/2 ½ 2.875 0.840 1.91 2.44 1.71 5.40 2.56 2 X DN15 73.0 X 21.3 2 3/sxl~ 49 62 43 137 65 0.7 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 DN20 26.9 2 3/sx 1~ 48 62 43 137 65 0.7 2.13 2.79 1.71 5.40 2.56 2 1 1.315 DN25 2 Vax 1~ 54 1 71 43 137 65 0.7 DN65 1/2 3.000 0.840 1.91 2.44 1.71 5.50 2.56 2 X DN15 76.1 X 21.3 2 1/8x13/8 49 62 43 140 65 0.7 1.89 2.44 1.71 5.50 2.56 2 3/4 1.050 0N20 26.9 2 3/a x 1~ 48 62 43 140 65 0.7 2 2.13 2.79 1.71 550 256 2 1 1.315 DN25 ~x1~ 54 71 43 140 65 0.8 2 Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). 10.52 3355 Rev K Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com X . Ar- _ta U -1i C r victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120) Run Size x Outlet Size Threaded Grooved5 inches feet feet DN meters meters 11/4 1 8.5 12.5 DN32 DN25 - 2.6 3.8 11/2 1 8.5 12.5 0N40 DN25 2.6 3.8 2 1 8.5 12.5 DNSO DN25 2.6 - 3.8 - 21/2 1 8.5 12.5 DN25 2.6 3.8 1 8.5 12.5 DN65 DN25 2.6 3.8 Hazen-Williams coefficient of friction is 120, V FireLockTM Innovative Groove System (IGS) outlet 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Dimensions Minimum Hole Diameter! Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm All Outlet Sizes 1A6 P/4 30 32 10.52 3355 Rev K Updated 07/2022 © 2022 Victaulic Company. All rights reserved. i,irt,.ilir mm ru j"(tauIicr victaulic.com 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa kPa kPa kPa 1 1/4 X1/2 300 300 300 232 232 232 DN32XDN15 2068 2068 2068 1600 1600 1600 1¼x'/4 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 1'/4X1 300 300 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1½x½ 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1½x3/4 300 300 300 232 232 232 DN40XDN20 2068 2068 2068 1600 1600 1600 1 1/2 X 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 1600 2x½ 300 300 300 232 232 232 DN50XDN15 2068 2068 2068 1600 1600 1600 2x 34 300 300 300 232 232 232 DN50X20 2068 2068 2068 1600 1600 1600 2x1 300 300 300 232 232 232 DN50XDN25 2068 2068 2068 1600 1600 1600 2½x1/a 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½X3/4 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65XDN15 - 2068 1600. 1600 1600 300 232 232 232 DN65XDN20 - - 2068 1600 1600 1600 300 232 232 232 DN65XDN25 - 2068 1600 1600 1600 6 Pressures listed in this chart are based upon standard wall pipe. Approved and Listed pressures may vary by pipe schedule. NOTE Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01 Victaulic Seel Selection Guide 2901 Victaulic Terms and Conditions of Sale 1400 Installation Instructions 1-922 Installation Instructions FireLockTM Outlet-T User Responsibility for Product selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shalt be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right In change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on WeChat. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.52 3355 Rev K Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 61 \/tEmuIic! Victaulic® VicFIexTM Sprinkler Fittings 4tauiicr CseriesAH2iand AH2-CC Braided Flexible Hoses 10.85 Flex" Series AR2 1.0 PRODUCT DESCRIPTION Series AI-12-CC Available Sizes by Component neiATi1'YDN25i ID Braided Hose 31 36 60 72"/790, 915 1220 1525 1830 mm Note length includes adapter nipple and 5.75/140 mm straight reducer. Series AH2-CC 1U/DN25 ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.75/140 mm straight reducer. Connections From Branchline 3/4"/20mm BSPT female thread (VdS only) 1 14"/32mm BSPT female thread (LPCB only) 1"/25mm NPT or BSPT female Thread 1"/25mm Grooved IGS (refer to Submittal 10.54 for additional IGS connections) No. 116 CPVC Adapter (1725mm Female CPVC Socket x 1"/25mm Grooved IGS) No. 142 Welded Outlet Style 922 Outlet-I Style 920N Mechanical-T Outlet No. 65 Grooved End of Run Fitting Hose Inlet 1/25mm Grooved IGS 1"/25mm NPT or BSPT male thread 3/4"/20mm BSPT male thread (VdS only) 1 '/4732mm BSPT male thread (LPCB only) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date viCtaulic.com 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic company. All rights reserved. 1 _______ i,irtiihr mm 1.0 PRODUCT DESCRIPTION (CONTINUED) Sprinkler Reducer Sprinkler Connection: ½" and 3/4'715mm and 20mm NPT or BSPT female thread Straight Lengths: 5.75", 9", 137140mm, 230mm, 330mm 90' Elbows Standard Short Low Profile Short Standard Long Low Profile Long (Short elbows typically used with concealed sprinklers. Long elbows typically used with recessed pendent sprinklers) Brackets I AB2ifor suspended and hard lid ceilings and sidewalls allows for vertical sprinkler adjustment and installation before most ceiling tiles in place Style A133 for surface mount applications, wood, metal and block walls, or ceilings Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style A135 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style A137 for suspended and hard-lid ceilings Style AB7 Adjustable for suspended and hard-lid ceilings Style AB10 for Armstrong® TechZoneTM ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 900 low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 47100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings • Strut channel and pipe clamp, not supplied by Victaulic Maximum Working Temperature 2250F/1070C 1500171650C (No. 116 CPVC Adapter) Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) S 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) 175 psi/1206 kPa (No. 116 CPVC Adapter) Minimum Bend Radius 7/178mm (FM/CCCf Approval) 2/51 mm (cULus Listed) 3"/76.2 mm (VdS/LPCB Approved) 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic Company. All rights reserved. victaulic.com 2 jtauIic victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Maximum Allowable Sprinkler K-Factors FM (1/2 /15mm reducer) K5.6/8,1 (S.I.), (3/4 /20mm reducer) K14.0/20,2 (S.I.) cULus (1/2"/15mm reducer) K8.0/11,5 (S.I.), (34720mm reducer) K14.0/20,2 (S.I.) VdS/LPCB (1/2715mm reducer) K5.6/8,1 (Si.), (3/4'/20mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS C®US RVdS LPcB® LISTED NOTE The VicF/ex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGuard® Installer Protection Plan. 3.0 SPECIFICATIONS - MATERIAL CS7ele -C Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc-Plated Reducer (WY15mm or 3/4'720mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC: Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut: Carbon Steel, Zinc-Plated Reducer (1/2'715 mm or 3/4720 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish No. 116 Adapter Fitting: CPVC and Brass Seal: Victaulic EPDM 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 3 JtauI ii c• victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose ,- EO-E-N, I w •• t!II 1i! Ib Hose Length Dimensions Hose Length A B inches inches inches mm mm mm 31 25.3 31 790 641 790 36 31.3 36 915 794 915 48 42.3 48 1219 1073 1220 60 54.3 60 1525 1 1378 1525 72 66.3 72 1830 1683 1830 Series AH2-CC Braided Hose Hose Length A B inches inches inches mm mm mm 31 24.5 29.8 790 622 757 36 29.5 34.8 915 749 884 48 41.5 46.8 1219 1054 1189 60 53.5 58.8 1525 1359 1494 72 65.5 70.8 1830 1 1664 1798 Item Description Flexible Hose _2 Isolation Ring 3 Gasket 4 Nut Adapter Nipple 6 Braid 7 Collar/Weld Fitting 8 Sleeve 9 Reducer Item Description 1 Flexible Hose 2_ Isolation Ring 3 Gasket 4 Nut Captured Coupling 6 Braid - Collar/Weld Fitting 8 Sleeve 9 Reducer 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 11 -111. A-C-tzaulicr victaulic.com 4.0 DIMENSIONS (CONTINUED) Standard Reducer ILI 1 I'I"1!I'I°II1r 5.75/140 mm straight reducer Optional Reducers I1II1IIIIllllhI1!IllllllHI I Lo 9.07229 mm straight reducer :J.IIII 13.07330 mm straight reducer 2.62"! 66.5 m ji 5.50 "! — , 139.7 mm 4.83"! 122.7mm Short 90° elbow reducer 2.62"! 184.2 mm 6.577 5.00"! 1669mm 127.0 mm 3.25"! 82.6 mm J Long 90° elbow reducer NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile 1.88"! 48 mm 3.50"! 3.63"! 2.84! 89 mm 92 mm 72 mm i 5.25"! 133mm 1.4"! Short 90° elbow reducer Long 90° elbow reducer NOTE Style ASh: When low profiles elbows are with the Style AB11 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent sprinklers. No. 116 CPVC Adapter NOTES -. E to [is 3.0776.0 mm The No. 116 CPVC Adapter has 2 ft. (0.6 m) EQL of 1 Schedule 40 pipe. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victsulic Company. All rights reserved. victaulic.com 5 \ AC- tauIic" victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB2 Suspended Ceilings Hard-Lid Ceilings 1Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Style AB3 Surface Mount Applications FM/LPCB Approved Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item Description 1 249610mm or 4871219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaufic.com 6 Ac--taulicr Style A137 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description l 1 700 mm or 1400mm Square Bar 2 Patented 1-Beer Center Bracket i 3 End Bracket (adjustable) - NOTE Both sizes FM/VdS/LPCB Approved. vjgfiiIir mm 4.2 DIMENSIONS VicFIex Brackets Style AB5 Hard-Lid Ceilings Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Style AB7 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24/610mm or48/1219mm Square Bar 2 Patented 1 -Bee2 Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. uimfzu,Iim mnm 7 Ai -C Style AB11 Suspended ceilings Hard-Lid ceilings Item Description 1 24"/610 mm 0r48"/1219mm Square Bar 2 Patented I -1 Center Bracket 3 End Bracket NOTE FM/VdS Approved, cULus listed. victaulic.com 4.3 DIMENSIONS VicFlex Brackets Style AB1O Suspended ceilings Armstrong® TechZone Item Description L 1 6"/152mm Square Bar 2 Patented 1-Bee2 Center Bracket 3 End Bracket NOTE FM/VdS/LPCB Approved, clJLus listed. Style AB12 Suspended ceilings Hard-Lid ceilings Item Description 1 Style AB12 Bracket Body 2 #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. J#tlGIUIiC Style ABMM Surface mount Stand-off mount Item Description 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 x 1 x 15.24, T25 Torx Drive Recessed victaulic.com 4.3 DIMENSIONS (CONTINUED) VicFlex Brackets Style ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar - Cap Screw, Serated Flange, M6 x 1 x 20, T25 Torx Drive Recessed 4 Stye ABMM Bracket Body - Cap Screw, Serated Flange, M6 x 1 x 15.24, T25 Torx Drive Recessed NOTE FM Approved. NOTE FM Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic Company. All rights reserved. victaulic.com X. A _r_ —to _U1 ii C "/r/15.9mm - Typical ceiling tile 24/610nimor48"/1219mm on Center V2707 3r4"/19 MM MAX. RECESS 4.3.' 111 mm 205/6033 mm V2707 MAX. EXTENSION I.7 /43 Typical ceiling grid See note Finished surface victaulic.com 0 4.4 DIMENSIONS Clearances (i es AH2 B ra id ed H ose a nd SA B2 B ra cket Bracket Assembly Style AB2 Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" 1/2" 3/4 ½" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½" Max Recess 3/4" Max Recess ½ Max Recess inches inches inches inches inches inches inches inches MITI mm mm mm mm mm mm mm "R' Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 10 JtlGIUIiC A See Chart 2916768 mm 1.8745 mm max. hole 23/s /60 mm ' mm. hole 3½'! 89 mm _A Finished /s"/l6 mm ceiling Typical drywall 2x4 Stud Bracket Assembly Style AB2 I I I I I I I I I I I I Typical 16/406 mm C/C uirfcuili' mm 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket See chart V381/2"/13 mm MAX. RECESS V38 MAX. EXTENSION Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4°120mm 1/2°113mm 3/4°120mm 3/4°120mm ½'113mm 3/4°120mm 3/4°120mm W113mm 3/4'120mm Max Recess' Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short-Elbow V2707 V2709 V3802 3/40 I 20mm 3/4 I 20mm ½' 113mm Max Recess Sidewall Max Recess inches inches inches MM mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. s,imfiiilim mm 11 J$ tat aUIic 4.6 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB4 Bracket 1R See chart A See Chart Bracket assembly Style AB4 Typical '. Channel #10 Screw grid li. Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 340 1W' 3/4" ½' V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½' Max Recess 3/4' Max Recess ½' Max Recess inches inches inches inches inches inches inches inches MM mm mm mm mm mm mm mm Minimum 2.0 2.0 3.0 3.0 7.0 7.0 - Bend Radius 50 50 80 80 175 175 "A' Minimum Required 8.8 10.2 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 12 0Ac-t a - See chart A See chart Bracket Styl~AB5 57 mm 35/ ass 23 92mm t Finished ½'/l6mm ceiling Typ. Drywall 2x4 metal stud —Typical 16/406 mm C/C V27 W/19 mm MAX. RECESS 21W760 mm wax, hole V27 MAX. EXTENSION victaulic.com 4.7 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB5 Bracket 'I Hose Clearance Chart Straight Reducer "V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4"120mm 1/2 113mm 3/4"120mm 3/4 120mm ½"113mm 3/4 120mm 3/4'120mm ½113mm 3/4"120mm Max Recess" Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm pR" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 A° Minimum Required 6.0 7.7 6.1 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4 120mm 1/2"113mm 3/4 120mm 1/2 113mm ½'113mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm "R Minimum Bend Radius 'A' Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 13 'tuIic. victaulic.com 4.8 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION) 21/8760 mm 21N6768 mm I ,- Bracket max hole max. hole Assembly 2"/51 mm 2W150 mm Style AB1 1 mm. hole mm. hole See Chart 76 mm ILL 11 1.7/43 mm 111111ui4 Finished /15.9mm ceiling ace 4 ceiling grid Typical See Note ceiling tile 24/610mm or V27 V38 4871219 mm on center Pendent Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4 l2Omm ½ll3mm Max Recess Max Recess inches inches mm mm 'A' Minimum Required 4.0 3.9 Installation 102 99 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 14 -1 li 6 A C-t-S I _U1 ii C r 1% M nV 29 See Nominal S 14/355.6 victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bracket Suspended Ceiling Grid with Recessed Sprinkler with Low Profile Short Elbow Suspended Ceiling Grid with Recessed Sprinkler and Straight 5.75/140 mm Reducer Typical Ceding lypical Lelling Sf2707 ½/12.7 mnf MAX. RECESS V2707 %/19 ,,mr,. MAX. RECESS Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4719 MM 3/4'719 MM 3/4719 MM 3/4"I19mm 3/4719 MM Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm A Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 93 15.0 16.6 Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 236.2 381.0 421.6 Distance from Top of B Typical Ceiling Tile to 05 20 15 15 15 15 30 30 30 30 Bottom of Gate 12.7 50.8 38.1 38.1 38.1 38.1 76.2 76.2 76.2 76.2 * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions I 2.22/ 56 mm 3913,/75 mm 0.287 loomm M J::~] -'-I_ 3.917 f 1 fl2.L., 100mm 7mm/ 0 1 10.85 5839 Rev AK updated 03/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 15 'jtauhc? victaulic.com 4.10 DIMENSIONS Clearances Style A133 and ABMM Bracket Surface Mount Application with Recessed Sprinkler 2/51 mm mm. hole Hose Clearances inches inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm Walilhickness 2 4 6 8 10 2 4 6 8 10 W. 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 9 13 5.75 9 13 9 13 13 13 146.1 228.6330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 Hose Clearance 11.6 1 14.8 1 18.8 9.6 12.8 116.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 294 376 478 243 325 1 427 275 1 376 325 275 319 402 503 268 351 452 300 402 351 300 Bend Radius 7 8 "A" - 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 16 X*A-Cta-uiic~ victaulic.com 4.11 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet Series AH2-CC Braided Hose with Style 922 grooved outlet art art Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.4 238 263 289 314 339 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius . 80 100 125 150 175 A Min. 7.7 8.7 9.7 10.7 11.7 197 222 247 273 298 10.85 5839 Rev AK Updated 03/2021 © 2021 VictaLlic Company. All rights reserved. viCtaukc.Com Aic—tsl-ulicr victaulic.com 4.12 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet Sit Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.41 239 264 290 315 341 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A M 8.1 9.1 10.1 11.1 12.1 205 231 256 281 307 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victauliccom IN '\JtauIic victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers umo Style AB2, AB4, AB5 and AB10 Brackets Hose Reducer UL Equivalent Length of Length Nominal Outlet Size 1'/33.7mm Sch. 40 pipe inches inches feet mm Type DN meters Max Bends 31 . Straight 1/2 15.0 790 DN1S -- 4.6 31 Straight ½ 16.0 790 - DN15 4.9 31 Straight 3/4 19.0 - - 790 DN20 5.8 31 Straight 1/4 20.0 790 DN20 6.1 36 . Straight ½ 18.0 - 915 DN15 5.5 36 . Straight ½ 21.0 915 DN15 6.4 36 Strait 3/4 - 21.0 915 DN20 6.4 36 Straight 3/4 230 915 DN20 7.0 48 Straight ½ - 21.0 1220 DN15 6.4 48 Straight ½ 320 8 1220 DN15 9.8 48 Straight V4 26.0 1220 DN20 7.9 48 Straight 3/4 370 8 1220 DN20 11:3 60 Straight ½ 270 1525 DN15 8.2 60 Straight ½ 460 10 1525 - DN15 14:0 60 Straight 3/4 270 - - - 1525 DN20 - 8.2 60 traig t 3/4 46.0 10 1525 DN20 14.0 72 . Straight ½ 31.0 1830 DN15 9.4 72 . Straight ½ 55.0 12 1830 DN15 16.8 72 Straight 3/4 - 300 1830 DN20 9.1 72 Straight 3/ 600 12 1830 DN20 18:3 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com \ / taUIic victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) CSIUS Series AH2 and AH2-CC Braided Hose with 900 Low Profile Elbows usmu Style AB11 VicFlex Bracket Hose Reducer UL Equivalent Length of Length Nominal Outlet Size 1/33.7mm Sch. 40 pipe inches inches feet mm Type DN meters Max Bends 31 V2 18.0 LP Elbow 790 DN15 5.5 31 LP Elbow ½ 24.0 790 DN15 7.3 31 LP Elbow 3/4 21.0 790 DN20 6.4 31 LP Elbow 3/4 24.0 790 DN20 7.3 36 LP Elbow 1/2 19.0 915 DN15 5.8 36 LP Elbow ½ 26.0 915 DN15 7.9 36 LP Elbow 3/4 23.0 915 DN20 7.0 36 LP Elbow 3/4 28.0 915 DN20 8.5 48 LP Elbow ½ 23.0 1220 DN15 7.0 - 48 LP Elbow ½ 43.0 8 1220 DN15 13.1 48 LP Elbow 3/4 30.0 1220 0N20 9.1 48 LP Elbow 3/4 42.0 8 1220 DN20 12.8 60 LP Elbow ½ 28.0 1525 DN15 8.5 60 LP Elbow ½ 490 10 1525 - 0N15 14:9 60 LP Elbow ~ 31.0 1525 - DN20 9.4 60 LP Elbow 3/4 500 10 1525 DN20 15:2 72 LP Elbow ½ 31.0 1830 DN15 9.4 72 LP Elbow ½ 65.0 12 1830 DN15 19.8 72 LP Elbow 3/4 360 1830 DN20 11:0 72 LP Elbow 3/4 63.0 12 1830 DN20 19.2 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 20 j 4tiuii c I 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic Company. All rights reserved. 1 victaulic.com 21 'j4'tauiic virtnidir mm 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Nominal Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Length Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches inches feet feet feet feet feet feet feet feet feet feet feet feet mm DIN meters meters meters meters meters meters meters meters meters meters meters meters 31 1h 11.0 13.0 15.0 16.0 790 DN15 3.4 1 4.0 4.6 1 4.9 - - - - - - - 31 3/4 12.0 14.0 19.0 20.0 790 DN20 3.7 4.3 5.8 6.1 - - - - - - - 36 ½ 14.0 16.0 18.0 19.0 21.0 915 DN15 4.3 4.9 5.5 5.8 6.4 - - - - - - 36 3/4 17.0 19.0 21.0 22.0 23.0 915 DN20 5.2 5.8 6.4 6.7 7.0 - - - - - - - 48 1/2 18.0 19.0 21.0 23.0 25.0 27.0 30.0 32.0 1220 DN15 5.5 5.8 - 6.4 7.0 7.6 1 8.2 9.1 9.8 - - - 48 3/4 21.0 24.0 26.0 28.0 31.0 33.0 35.0 37.0 1220 DN20 6.4 7.3 7.9 8.5 9.4 10.1 10.7 11.3 - - - - 60 1/2 21.0 24.0 27.0 30.0 32.0 35.0 37.0 40.0 43.0 46.0 1525 DN15 6.4 7.3 8.2 9.1 9.8 10.7 11.3 12.2 13.1 1 14.0 - - 60 1/4 23.0 25.0 27.0 29.0 32.0 34.0 37.0 40.0 43.0 46.0 1525 DN20 7.0 7.6 8.2 8.8 9.8 10.4 11.3 12.2 13.1 14.0 - - 72 1/2 27.0 29.0 31.0 34.0 37.0 40.0 43.0 46.0 48.0 50.0 52.0 55.0 1830 DN15 1 8.2 8.8 9.4 10.4 11.3 1 12.2 1 13.1 14.0 14.6 15.2 15.8 16.8 72 Y4 1 26.0 28.0 30.0 33.0 37.0 40.0 1 12.2 44.0 48.0 51.0 54.0 57.0 60.0 1830 0N20 7.9 8.5 9.1 10.1 11.3 1 13.4 14.6 15.5 16.5 17.4 183 NOTES: values for use with 5.75/140mm straight reducers. The values in this table are provided by the manufacturer for reference Only. For friction loss data in accordance with the UL Certification, please refer to pages 19 and 20 of this publication. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. I I I I victaulic.cnm 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of 90 Bends Stainless Steel Outlet 1733.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 1/2 13.8 is 4.2 31 5.6 Straight 790 8.1 2 ½ 15 235 90 Elbow 71 16.6 15 5.1 36 5.6 Straight 915 8.1 2 ½ 15 256 90 Elbow 7.8 ½ 4 15 7.1 48 5.6 Straight 1220 8.1 ½ 15 30.7 90* Elbow 9.3 ½ 302 15 92 60 5.6 Straight 1525 8.1 1/2 15 35.9 90 Elbow 10.9 ½ 37.0 15 11.3 72 5.6 Straight 1830 8.1 ½ 15 41.1 90 Elbow 12.5 3/4 20 16.8 31 8.0 Straight 5.1 790 11.5 2 3/4 20 16.8 90. Elbow 5.1 3/4 20 20 6.0 36 8.0 Straight 915 11.5 2 3/4 20 19.7 90 Elbow 6.0 3/4 27.8 20 8.4 48 8.0 Straight 1220 11.5 3/4 20 2 6.6 90 Elbow 8.1 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30 0 bends and two 900 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 22 \/'taUIiC victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, A1310, AB12, ABBA and ABMM VicFlex Brackets - Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1733.7mm at 77178 mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm SI. type meters 3/4 35.7 20 10.9 60 8.0 Straight 1525 11.5 ~ 20 33.6 90 Elbow 10.2 3/4 43.5 20 13.2 72 8.0 Straight 1830 11.5 3/4 20 40.6 90 Elbow 12.2 16.5 20 5.0 31 11.2 Straight 790 16.1 2 3/4 20 15748 90 Elbow 3/4 19.5 20 5.9 36 11.2 Straight 915 16.1 2 3/4 20 20.7 90 Elbow 6.3 3/4 26.7 20 8.1 48 11.2 Straight 1220 16.1 ~ 20 27.9 90 Elbow 8.5 3/4 33.9 20 10.3 60 11.2 Straight 1525 16.1 3/4 20 35 90 Elbow 10.7 3/4 41.3 20 12.5 72 11.2 Straight 1830 16.1 3/4 20 42.2 90 Elbow 12.8 3/4 14.9 20 4.5 31 14.0 Straight 790 20.2 2 ~ 20 15.5 90 Elbow 4.72 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch: hose installed with two 300 bends and two 900 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 2400, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com i victauIicom 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) FM Series AH2 and AH2-CC Braided Hoses Style A132, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of 90 Bends Stainless Steel Outlet 1/33.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 3/4 19.4 20 5.9 36 14.0 Straight 915 20.2 3/4 2 20 19.6 90* Elbow 5.9 3/4 30.3 20 9.2 48 14.0 Straight 1220 20.2 3 ~ 20 29.5 90_Elbow 8.9 ~ 33.9 20 103 60 14.0 Straight 1525 20.2 4 3/4 20 34.1 90* Elbow 10.4 3/4 37.5 20 11.4 72 14.0 Straight 1830 20.2 4 3/4 20 38.6 90° Elbow 11.7 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 24 \,h ta ulic victaulic.com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, A1312, ABBA and ABMM VicFlex Bracket Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches Imperial inches feet mm S.I. mm meters 31 5.6 ½ 13.7 790 8.1 15 4.2 2 36 5.6 ½ 17.0 915 8.1 15 5.2 2 48 5.6 ½ 25.0 - 1220 8.1 15 7.6 3 60 5.6 ½ 33.0 1525 8.1 15 10.1 4 72 5.6 ½ 41.1 1830 8.1 15 12.5 4 31 8.0 3/4 13.6 2 790 11.5 20 4.14 36 8.0 3/4 16.9 915 11.5 20 5.2 2 48 8.0 3/4 27.8 3 1220 11.5 20 8.5 60 8.0 ~ 32.6 1525 11.5 20 9.9 4 72 8.0 3/4 40.6 1830 11.5 20 12.4 4 31 11.2 3/4 13.7 2 790 16.1 20 4.2 36 11.2 3/4 17.0 915 16.1 20 5.2 2 48 11.2 3/4 24.9 3 - 1220 16.1 20 7.6 60 11.2 3/4 32.9 1525 16.1 20 10.0 4 72 11.2 3/4 40.9 1830 16.1 20 12.5 4 31 14.0 3/4 . 13.5 790 20.2 20 4.1 2 36 14.0 3/4 16.8 915 20.2 20 5.1 2 48 14.0 3/4 24.7 1220 20.2 20 7.5 3 60 14.0 ~ 32.7 1525 20.2 20 9.9 4 72 14.0 '/4 40.7 1830 20.2 20 12.4 4 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.eom 25 X A at-a -U1 ii e victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose [VdS] Style A132, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB11 and AB12 Brackets Equivalent Length of Length of steel pipe according to Stainless Steel Outlet EN 10255 DN 25 Maximum Number Flexible Hose Size (33,7 x 3,25) of 90" Bends at mm DN meters 3°/76.2mm Bend inches inches feet Radius DN15 790 ½ 5.5 3 0N20 31 18.0 3/4 DN15 915 ½ 6.4 3 DN20 36 21.0 3/4 DN15 1220 ½ 8.5 3 DN20 48 27.9 3/4 DN15 1525 1/2 10.7 60 35.1 4 DN20 3/4 DN15 1830 ½ 12.8 4 DN20 72 42.0 ~ VdS Ceiling Manufacturers List AB2, AB7, AB10 ,AB11 AB4 1.AMF No specific approval Armstrong Chicago Metallic Dipling Durlum Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn AB5, AB8 1.Hilti Knauf Lafarge Lindner Rigips 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victhulic.com 26 \,hta ulic victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA 0LPCB Series AH2 and AH2-CC Braided Hose Style AB2, AB3, AB4, AB5, AB7, AB8, and AB10 Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 90" Bends at Flexible Outlet EN 10255 DN 25 3/76.2mm Hose Size (33,7 x 3,25) Bend Radius mm mm inches meters inches type feet 15 mm ½ 790 Straight 1.8 31 6.0 2 20mm 3/4 Straight 15 mm ½ 915 Straight 3.6 36 11.9 20mm 3/4 Straight 15 mm ½ 1220 Straight 4.3 48 14.0 3 20mm 3/4 Straight 15 mm ½ 1525 Straight 4.1 60 13.6 20mm 3/4 Straight 15 mm ½ 1830 Straight 5.5 72 18.1 3 20mm 3/4 Straight Series AH2 Braided Hose ,'- Style AB2, AB3, AB4, AB5, AB7, A138, AB10 and AB12 Brackets Equivalent Length of Length of 1733.7 mm Sch. 40 Pipe Flexible Hose Straight Configuration Bend Configuration mm meters meters inches feet feet 790 0.87 2.70 31 2.9 8.9 915 1.00 2.80 36 3.3 9.2 1220 2.23 4.66 48 73 153 1525 2.90 6.5 60 9.5 21.3 1830 331 7.16 72 10.9 23.5 CCCF NOTE Friction loss data is in accordance with GB5135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulicinm 27 JtauIac victaulic.com 6.0 NOTIFICATIONS WARNING m Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depres- surized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain im- portant information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. It is the responsibility of the owner of a building or their authorized agent to provide the sprinkler system installer with any knowledge that the water supply might be contaminated with or conducive to the development of micro- biologically influenced corrosion (MIC), including as required by NFPA 13. Failure to identify adverse water quality issues may affect the VicFlex product and void the manufacturer's warranty. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Victaulic VicFlex Series AH2 and AH2-CC Flexible Sprinkler Fittings may be painted provided the paint is compatible with stainless steel and zinc-plated carbon steel or ductile iron. Care should be taken to ensure the sprinkler and associated escutcheon or coverplate are not painted. Victaulic VicFlex Series AH2 and AH2-CC penetrating through non-fire rated gypsum wall (drywall) will function as designed, provided the components are installed in accordance with the respective installation instructions referenced in this document. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 28 A -C _t:a U I _i& iirfiiilir mm 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicF!ex Maximum Load Values Series AH2 Hose with 24' Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linear ft N/linearm 31/790 2.6 5.2 0.8 23 2.6 38 36/915 0.9 5.5 25 2.8 40 48/1220 12 6.3 28 3.1 46 60/1525 15 7.0 31 3.5 51 72/1830 634 18 3.9 57 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/Iinearft N/linearm 31/790 2.6 6.1 27 1.5 22 0.8 36/915 0.9 6.4 29 1.6 23 48/1220 12 7.2 32 1.8 26 60/1525 7.9 35 2.0 29 1.5 72/1830 168 8.7 39 2.2 32 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) Suspension System Actual Length ft/rn Mm. Allowable Uniform Load lb/linear ft I N/linear m Direct Hung Light 5.0 - 75.7 Intermediate 12.0 -- 181.0 Heavy 16.0 241.7 SUMMARY: All direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the VicFlex sprinkler hose and bracket. 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic Company. All rights reserved. uirtiiilir r,nm PIA \j4tauIic victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends IX 2X nimum %,.,bM- Minimum d radius bend radius / OR Minimum _l/ OR bend radius I radius 90* Minimum - bend radius Minimum bend radius Minimum bend rad,us NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. V ic Flex-A B 1-A B2 l-VicFlen-AB3 -VicFlex-AB4 l-VicFlvx-A65 I-VicFlex-AB7 I-VicFlex-AB12 1-Vic Flex-A B BA I-VicFlex-ABMM 1-RES User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic.employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to l-VICFLEX-ABt-AB2-ABSO, l-VICFLEX-AB4, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victautic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 30 \JtauIic HANGERS 9 BRACING All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 21 BLifie" by ETIN Pipe Hangers ® Aulljos ,USTED (j7g2o0 - Trimline Adjustable Band Flnger (B -Line Fig B31öNF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Hiie F.. B317ONFF) Fig. 200C "Trimlinc" Adjustable Band Hanger with Plastic Coated (B LineFig. D311ON1C) Fig. 2005 - "Trimline" Adjustable Band Hanger with Non -Captured Nut Size Range; Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pie-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2 (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Fig. 200-1 to 200-2 B A Fig. 200-1/z. 200-/4 Fig. 200-21/2 to 200-8 Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. :... H Fig. 200 Pipe Size Rod Size A B Approx. Wt/100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2' (15) /8"-16 - 31/° _(79.4) 2 /8" (66.7) 11 (5.0) 200-I4 3/4" (20) /8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1' (25) W-16 3/8' (85.7) 2/8 (66.7) 12 (5.5) - - 200_11/4 11/4" (32) /8"-16 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200 1'/2 11/2 (40) 3/8 16 3/13 (984) 2/8 (730) 14 (64) 200-2 2' (50) /8"-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200-21/2 21/2" (65) . /8"-16 - 5/8° (142.9) 4'/8"(104.7) 27 (12.3) 200-3 3" (75) /8"-16 5 /8" (149.1) 4" (101.6) 29 (13.3) 200_31/2 31/2 (90) /a'-16 7/8" (187.3) 51/4" (133.3) - 34 (15.6) 200-4 4" (100) /8"-16 7/8" (187.3) 5" (127.0) 35 (16.0) [.20_0-5 - 5" (12) 1I21 .._ 91/8" (231.8) 614' (158.7) 66 (30.2) 200-6 6" (150) 1/2"13 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) '/2-13 - 13'I8' (333.4) 8/4" (222.2) 136 (62.3) 0 Fig. 200S TI TI A Thread Size Threaded Accessories B3285 Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) B3205Ltjreaded Rod (right & left hand threads) Size Range: 3/8''ru 3-4 rod Material: Steel Function: Recommended se as a hanger support in hanger assemblies. Rod is threaded on both ends wi ight hand threads of the length shown. Also available with left and right hand thre - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact B-Li for alternative finishes and materials. Order By: Figure number, rod size, length and finish Thread Size Thj.I Length TI 650°F (343°C) 'N.50°F (399°C) Part No. A /' in. (mm) lbs. (M) L'b (kN) B3205-3/8 xL 3/8').V' 2V2' (63.5) 730 13.251 572 - J B3205-1I2 x .lif-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) B3205 5/8 x I /81l 21/2 (635) 2160 (961) 1692 (752) B3205-3/4 /4"-10 3" (76.2) 3230 (14.37) 2530 (11.25) B320 /SXL - /8'-9 3W (889) - - 4480 (19.93) 3508(15.60) sizes consult full line pipe hanger catalog. (AR -All Threaded Rod T(IQLEO Fig. 99 - All Threaded Rod Cut To Length Size Range: I8'-16 thru 11/2"-6 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part No. - Size x Length ATR Fig. 99 Threads Per Inch Recommended Load lbs. (kN) Approx. Wt./100 R. Lbs. (kg) ATR 1/4" x 120 99./4" x length 20 -- 240 (1.07) - 12 (5.44) AIR 3/8" x 120 993/8" x length 16 730 (3.24) 29 (13.15) ATR 1/2" x120 99'/2 xlength l3 1350(600) __53_(2_4_._0_4)_ ATR 5/g" x 120 995/8" x length 11 2160 (9.60) 89 (40.37) AIR 3/4""_x 120 99_3/4" x length 10 3230 (14.37) 123 (55.79) AIR hg" x 120 99-/8" x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalcg B-Line by Ei'N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 4/28/2014 94 Fire Protection Solutions C®US LISTED Fig. 25 - Surge Restrainer Size Range - One size fits 3/4 thru 2" pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed cii!y when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4' thru 2'. Patent #5,344,108 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951737 5599 • FAX. 951 .]37.0330 CUSTOMER SERVICE • 800.786 5266 www.tolco.com Set Screw and Locknut Included Beam Clamps Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (190mm) Throat Opening Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) Size Range: Fig. 65 - 1/2'..13 rod sizes, and /8'-11 rod sizes Fig. 65XT - /8'-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance: is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, I8"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2"..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C D E No. A in. (mm) - in. (mm) in. (mm) in. (mm) 65-1/2 - - 1/2"-13 1 1/2 (381) 3/4 (190) 1 (254) /16 (143) 65-/8 /811-11 1 1/2" (38.1) 3/4" (19.0) 1" 125.41 /16" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1I2 11/4" (31.7) 55 (24.9) - - 65-/ø 11/4" (31.7) 55 (24.9) Fig. 65X1-3/8 - Beam Clamp Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - .28.0 Lbs. (12.7kg) Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (100mm) pipe. Designed to meet or exceed requirements of FM DS 2-0. (25.4) 19/i6" 139.7) 65, r - - (19M) Set Screw and /8, , j Locknut Included I/8' (22.2) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions B-Line 13 by ET.N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 16 Fire Protection Solutions BLiné by ET4U Beam Clamps Fig. 69 - Beam Clamp Retaining Strap (B-Line 1133367) Size Range: /8'-16 thru /4'-1O rod 4" (101 .6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex nut for the Fig. 69 will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. Hole Dia. D Length Part No. in. (mm) 69/8L 7/16" (30.1) Specify 69-1/2-L /16" 130.11 Specify 69-/8-L 11/16" (50.8) Specify 69-/4-L 13/16" 163.51 Specify Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. OPM c®us - LISTED Set Bolt & Hardware Included Seismic Br TOLCO Fig. 41 - sway brace attachment JUL listed) Size Range: 1' (25mm) through 8' (200mm) IPS. 10' (250mm) and 12" (300mm) not UL listed fl Material: Steel and stainless steel. Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 1 (25mm) through 8)200mm) pipe. UL Listed for the following sprinkler type pipes: Sch. 40, Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562, KSD 3507. Ask the factory for additional information as it may vary by product size. For FM Approval information refer to FM Approved page 75. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the "braced pipe' attachment component of a longitudinal and lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. (For complete detailed instructions see instruction sheet .11-30901 5EN). To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electroga Ivan ized, Hot Dip Galvanized or Stainless Steel (only for 4" & 6" sizes). Order By: Figure number, pipe size and finish. Lateral Longitudinal With Plain & Brace Brace Electrogalvanized Finish Part No. I Nom Pipe Size in. (mm) A (Max) in C in. D in. Bolt Size in. UL Max. Rec. Load Logitudinal lateral lbs. lbs. PIN & EG. Approx. Wt./100 lbs. 4L-1 1 (25) 5 2 1/u 1/2 13 1000 1000 176 41-11/4 11/4 (32) 52/7 21/16 - 1/9 73 1000 1000 182 41-11I2 11/2 (40) 51/2 21/3 12/3 /2-13 1000 1000 187 - 41-2 2 (50) 62/7 .?-/ T_ ..h/2 13 . 100 4L21/2 21/2 — 6/9 3 21/ /2-13 2000 1000 217 41 65mm — (65) 6/9 - 3 21/3 1/2 13 700 1000 214 41-3 3 (80) 73/7 31/4 2/8 1/2..13 2000 1000 323 41-372 31/2 (90) 8 31/2 . 1/3 2000 - 1000 343 4L4*** 4 (100) 8/7 33/4 31/8 1/2 13 2000 1000 AL -9 5 — 95/9 4/8 35/s 1/2-13 2000** 1600* 314 41-125mm — (1 25) 95/9 43/8 3/8 1/2 13 1200 1600* 314 i416*** 6 - . iF/i 51/3 44/7 72-13 2000 1600* -. 41-150mm — (150) 11/i 51/3 44/7 1/2 13 1200 1600* 538 41-8 8 13/s 6/5 52/3 /, -13 2000 2100 645 41-200mm — (200) 13/5 62/5 52/3 1/2 13 1400 2100* 643 41I.10**** 112 10 (254) 17/5 8'/4 7/4 1/2 13 NA NA 1349 4L12**** (300) 19/5 91/4 81/4 1/2 13 NA NA 1526 Only UL listed as a lateral brace for use with a 1" (25mm) pipe as the brace member. Only UL listed as a longitudinal brace for use with a 1" (25mm) thru 11/2" (40mm) pipe as the brace member. Fig 4L-4 and Fig 4L-6 are only sizes available in stainless steel 316. FM approved not UL listed. With Hot Dip Galvanized & Stainless Steel Finish Eaton 74 B-Line series Fire Protection Solutions OPM c®us LISTED Seismic TOLCO Fig. 1001 - sway brace attachment (UL listed) Size Range: Pipe size to be braced: 1' (25mm) thru 8' (200mm) (PS. Pipe size used for bracing: 1,(25mm) and 11/4' (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1' (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following sprinkler type pipes: Sch. 40 (and as brace member), Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562 (and as brace member), KSD 3507. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 67. Finish: Plain, Electro-Galvanized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1' (25mm) or 1¼' (32mm)), and finish. Pipe Part Number & Approx. Wt./100 Size 1" (25mm) Brace Pipe 11I4 (32mm) Brace Pipe Design Load - Lbs. For Brace Pipe Size 1"! 1114 Sch. 7 Sch. 10 Sch. 40 1"! i/" 1'/ 114 1"/ VJ" in. (mm) '(25) 10011 Xi 11/4 (32) 1 1001 -1'/4 Xi (40) j2il _11.0011-11 2 (50) [ 100i-2X1 *21/2" (65), 1001 -272 X 1* 3" (80) 1001-3X1 (100) 1001-4X1 (100) 1 1001-5X1 *8' (200) 1 10018Xi* 104.6 (47.4) ' 1001-1 Xi'/4 122.2 (55.4) 105.2 (47.7) 1001 -11/4 X 11/4 122.6 (55.6) 101.0 (48.5) 1001-11/2 X11/4 124.7 (56.6) 112.6 (51.1) 1001-2XV/4 129.2 (58.6) 136.3 (61 8) H00121/2X11/4* 1544 (70 0) 145.0 (65.8) 1001-3X1'/4 163.1 (74.0) 158.6 (71.9) : 1001-4X1'/4 116.7 (80.1) 113.2 (18.6) 1001-5 X 1/ 191.4 (86.8) 190.0 (85.2) i00i6X1h/4* 2050 (93.4) 217.4 (111.5) 1001-8X 11/4* 265.3 (120.3) -/-_ 1000/1000 1000/1000 11,5001 11500 1500/ 1500 1500/1500 1500/1500 2000 /2000 2000/2000 2000! 2000 2000/ 2000 2000/2000 2000/2000 -/- 2000/2000 - 2000/2000 2000/ 2000 -/- 2000/2000 Lbs. (kg) Lbs. (kg) 1000/1000 1000/1000 1500/1500 1500/1500 000Tbbb 2000 / 2000 2000/2000 2000/2000 2000/2000 2000/2000 *Note: Metric sizes available for 65mm, 150mm, 200mm pipe size with 25mm and 32mm brace pipe size Contact the factory. kFig.10011 :~ All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 66 B-Line series Fire Protection Solutions C & us LISTED 980 Set Bolt Mounting Hardware Included Is Not Included Fig. 980 Fig. 980 Longitudinal Brace Fig. 413 shown Fig. 1001 A Fig. 980 Brace Lateral Brace Seismic Bracin Fig. 980 - TOLCO Universal swivel sway brace attachment -/8"-16 to /4"-10 rods Fig. 980H - TOLCO Universal swivel sway brace attachment -/8"-9 to 11I4U1 Size Range: One size fits bracing pipe 1' (25mm) thru 2" (50mm), B-Line series 12 gauge (2.6mm) channel. Material: Carbon steel Function: Multi-functional attachment to structure or braced pipe fitting Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections and in accordance with NFPA 13, 2019 Section 18.5.11.5. The Fig. 980 mounts to any surface angle and the break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO' "braced pipe" attachment, Fig. 1001, 2002, 3000, 4L or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following brace member type pipes: Sch. 40, KSD 3562. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-1 3. For FM Approval information refer to FM Approved page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 2002, 3000, 4L, or approved attachment to pipe make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact customer service for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Catalog # A in. (mm) B in. (mm) D** in. (mm)Load Max. Design (cULus) Approx.Wt./100 Has. (kg) 980-/8 716 - (11.1) 1600 (7.12) 149 (67.6) 980_1/2 /16 (14.3) 2100 (9.34) 148 (67.1) 980 5/ 49/16 (1 14-9) 21/16 (52.4) 11/16 (17.5) 2100(9.34) 147 (667) 980-/4 1 13/16 (20.6) 2100 (9.34) 146 (66.2) /16 (23) Fig. 980H 402 (182.3) 980H-1 11/16 (27.0) [ IS not 400 (181.4) 980H 11/8 6/4 (171.4) 31/3 (889) — -- - 13/1e (302) UL Listed 980H-1'/4 1 /16 (33.3) Approved 390 (176.9) Sizes available in stainless steel (980S-3/8, 980S-1/2, 980S-5/8, and 980S-3/4) and have the same UL rating as what is listed. Mounting attachment hole size. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined With products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 60 B-Line series Fire Protection Solutions Seismic Bracing TOLCO Fig. 828 - universal sway brace attachment to steel (UL listed) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from 3/8" (9.4mm) to /8 (22.2mm) thick steel structure. For thicknesses less than /e" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing and/ot hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, C-channel, open web, welded steel trusses, etc. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA and Canada (cULus). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 53. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe' and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Slide the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set screws until the heads break off. Remove the flange nut from the carriage bolt. Install a TOLCO swivel fitting (Fig, 909, 910, 980, *986) Use flange nut to secure the swivel fitting. *Not UL listed when used in combination with Fig. 986 Finish: Plain or Electro-Galvanized Approx. Weight/100: 341 Lbs. (154.7 kg) Order By: Figure number and finish Patent Pending Note: Retaining strap not required. OPM C® US LISTED Flange Maximum thickness UL Rated load .375' -.499" 1090 lbs. (4.84kN) .500" -875" 1370 lbs. )6.09kN) Set Screws and Attachment Bolt and Nut Included Beam, truss or girder May pivot in any direction Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warianty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Updated 4-6-21 Eaton 52 B-Line series Fire Protection Solutions CONSTRUCTION MATERIAL GENERAL INFORMATION SNAKE+® Internally Threaded Screw Anchor SECTION CONTENTS General Information.........................1 Material Specifications...................1 Installation Instructions..................2 _________________________________________________________________________________ Strength Design (SD) ....................... 3 PRODUCT i1II I'11liEi1f Performance Data............................4 The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance Redundant Fastening......................8 in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand- Ordering Information.......................9 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. GENERAL APPLICATIONS AND USES - '-. -_- - Suspending conduit, cable trays and strut • Pipe supports SNAKE+ Interior applications/low level • Seismic and wind loading applications corrosion environment • Fire sprinklers INTERNAL THREAD VERSION Tension zone areas • Suspended lighting • Unified coarse thread (UNC) FEATURE AND BENEFITS W.,['] A' I f I IM + Cracked concrete approved alternative to a dropin anchor + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation APPROVALSANDi! I l [i International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete. Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC1 93 for use in structural concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 (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. 3038104 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 03 16 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by DE\NALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS I Anchor Component I SpectflcaVon I Anchor Body case hardened carbon steel Plating Zinc plating according to ASTM 13633, SC1 Type Ill (Fe/Zn 5) I Minimum plating requirements for Mild Service condition www.DEWALTcom Zinc plated carbon steel body ANCHOR SIZE RANGE (TYR) 1/4", 3/8' and 1/2' diameters SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck 09 a ISTED 5R-2272 RETE Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies SAND-UGIEIWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 2,500 PSI Snake. Anchor 31/4 (Typ) 1. 3/8-inch diameter anchors may be placed in the topside of steel deck profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied as given in the installation information table. ENEINOERED ai?owers- INSTALLATION INSTRUCTIONS 0 ILI1i©)T I INSTALLATION INSTRUCTIONS Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth (e.g. dust extractor, hollow bit). The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard 8212.15. Step 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 DEWALT to the impact wrench. Mount the anchor onto the setting tool. Step 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. Step 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, Im. Minimum thread engagement should be at least one anchor diameter. Min. 4-1/2* , Min. 12C.C.(Typ) Upper flute (Vallen) Lower Rate (Ridge) J No. 20 Gage Steel Installation Detail for Snake+ Installed in the Soffit of Concrete over Steel Deck floor and Roof Assemblies STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,500 PSI) Lower flute (Ridge)1 No. 211 Gage Steel Deck Mis. Rule Edge 1. Anchors may be placed inthe upper flute or lower flute of the steel deck profiles provided in minimum hole clearance is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. 1-800-4 DWALT STRENGTH DESIGN (SD) cNONE5REO B'r?owers STRENGTH DESIGN (SD) FInstallation Information for Snake+ Screw Anchor for Single Point Applications ICC-ES ESR-2272 COI)It LISTED Author Notation Units Nominal Anchor Size / Threaded Coupler Diameter (Inch) 1/4 3/8 1/2 Setting Information Nominal outside anchor diameter da(do)2 in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. 0.250 (6.4) 0.375 (9.5) 0.500 (mm) (12.7) Minimum diameter of hole clearance in fixture for dh in. 5/16 7/16 9/16 steel _insert _element _(following _anchor _installation) Nominal drill bit diameter db5 in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length Pm in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth' hnom in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) E Effective embedment he in. (mm) Not Applicable4 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) ft.-lb. 120 (163) 345 (468) 345N-rn (468) Maximum tightening torque of steel insert element Tmax ft-lb. 4 8 36 (threaded rod or bolt) (N-m) (6) (11) (49) Anchors installed in Concrete Construction' Minimum member thickness' hmin in. (mm) Not Applicable' 4 (102) 4 (102) Critical edge distance' cm in. (mm) Not Applicable4 3 (76) 4 (102) Minimum edge distance' cm2 in. (mm) Not Applicable4 3 (76) 4 (102) Minimum spacing distance' Smin in. (mm) Not Applicable' 3 (76) 4 (102) Anchors Installed In the Topside of Concrete-Filled Steel Deck Assemblies2 Minimum member topping thickness hre n,dk in. (mm) Not Applicable' 3-1/4 (83) Not applicable Critical edge distance in. (mm) Not Applicable4 (76) Not applicable Minimum edge distance Cmn,dw in. (mm) Not Applicable4 3 (76) Not applicable Minimum spacing distance SmIn.dn,u in. (mm) Not Applicable' Not applicablep (76) The information presented in this table is to be used in conjunction with the design criteria of ACl 318-14 Chapter 17 or ACl 318-11 Appendix D, as applicable. For installations through the soffit of steel deck into concrete, see installation 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 3h8f or 1.5 times the Cute width, The notation in parenthesis is for the 2006 IBC. The 1/4-inch diameter anchor is limited to redundant fastening design only, For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element Do not exceed CL- L.- Do not exceed www.DEWALTcom CI, z m + @1 ENSPIEERED ey?0Wer5 PERFORMANCE DATA PERFORMANCE DATA Tension Design Information (For use with load combinations taken I COIH JJSID from ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2)12 C-ESESR-2272 J Design Characteristic Notation Units Nominal Anchor Diameter 3/8 Inch Inch -112 Anchor category 1,2 or 3 1 1 Nominal embedment depth h3 in. 1-5/8 2-3/16 (mm) (41) (55) STEEL STRENGTH IN TENSION4 • . ASTM A36 36.0 2 Minimum specified yield strength of steel insert element f1 (N/mmj ASTM Al 93, 105.0 Grade B7 (724) - Minimum specified ultimate strength ksi ASTM A36 58.0 (400) ASTM Al 93, 125.0 of steel insert element fuu (N/mm2) Grade B7 (862) - Effective tensile stress area of steel insert element JL (W 0.0775 0.1419 ASTM A36 4.495 8,230 Steel strength in tension Nw lb (20.0) (37.0) ASTM Al 93, 9,685 N) Grade 87 (43.1) - Reduction factor for steel strength' - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION, Effective embedment her (mm) (28) (39) Effectiveness factor for uncracked concrete k - 24 30 Effectiveness factor for cracked concrete k2, - . 17 24 Modification factor for cracked and uncracked concrete' V/G.e Cracked concrete = 1.0 Uncrackedconcrete=1,O Critical edge distance cac ( mm) (76) I (102) Reduction factor for concrete breakout strength' - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)- Characteristic pullout strength, uncracked concrete (2,500 psi)' Np'' lb (kN) See note 7 See note 7 Characteristic pullout strength, N p' lb See note 7 1,665 cracked concrete (2,500 psi)' cN) (7.4) Reduction factor for pullout strength' 0 - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi), Now lb See note 7 1,665 Reduction factor for pullout strength' 1 0 1 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-UGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, N0,2.5 lb 1,515 1,625 uncracked concrete over steel deck'.' (kfs (6.7) (7.2) Characteristic pullout strength, N lb 1,075 1,300 cracked concrete over steel deck'.' °'<' (kN) (4.8) (5.8) Characteristic pullout strength, N p" lb 1,075 1,300 cracked concrete over steel deck, seismic',' (kN) (4.8) (5.8) Reduction factor for pullout strergth, concrete over steel deck' - Condition B = 0.65 For SI: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mm2; 1 lbf = 0.0044 tel. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 313-14 17.2.3 or ACI 318-11 D.3.3, as applicable, must apply. Installation must comply with published instructions and details. All values of 46 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2. tithe load combinations ACI 318-11 Appendix C are used, the appropriate value of 46 nust be determined in accordance with ACI 318-11 0.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable, requirements for Condition A, see ACI 318-14 17.3.3(c) or ACI 318-11 0.4.3(c), as applicable, for the appropriate 46 factor. his assumed that the threaded rod or bet used with. the Snake+ anchcr is a ductile steel element with minimum specified properties as listed in the table or an equivalent steel element. The Snake+ anchor is considered a brittle steel element in tension as defined by ACI 318-14 2.3 or ACI 318-11 Dl, as applicable. Tabulated values for steel strength in tension must be used for design. For all design cases use VIN = 1.0. The appropriate effectiveness factor for cracked concrete (r) and uncracked concrete f<) must be used. For all design oases use V,P = 1.0. For concrete compressive strength greater than 2,500 psi, N3, = (pullout strength from table)(specifed concrete compressive strength/2,500)°6. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in lightweight concrete provided the modification factor ).4 equal to 0.8A. is applied to all values of Vf7c affecting N6 and 'k. A. shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and root assemblies, further reduction of the pullout values provided in not required. Values for Np., are for sand-lightweight concrete (f'c,min = 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 318-14 17.4.2 or ACI 318-11 0.5.2, as applicable, is not required for anchors installed in the deck soffit (flute). The notation in parenthesis is for the 2006 IBC. 1-800-4 DEWALT PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2)2 ENNEERED By '?owers F CODE ICC-ES ESR-2272 J LISTED! Nominal Anchor Diameter Design Characteristic Notation Units 3/8 Inch 1/2 Inch Anchor category 1,2013 - 1 1 Nominal embedment depth hnom in. 1-5/8 2-3/16 STEEL STRENGTH IN SHEAR8 lb ASTM A36 770 1,995 Steel strength in shear' <N) ASTM A193, 1,655 Grade 87 (7.4) - Reduction factor for steel strength' - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR' Nominal outside anchor diameter d3(do)11 in. 0.500 0.750 Load bearing length of anchor - 1.10 1.54 (he or 8d0, whichever is less) (28) (39) Reduction factor for concrete breakout strength' 4) - Condition 8 = 0.70 PRYOUT STRENGTH IN SHEAR' Coefficient for pr'yout strength - 1.0 1.0 (1.0 for in, for _h_<_2.5_ _2,0_ _h_~!_2.5_in.) Effective embedment he in, in, 1.10 (28) 1.54 (39) Reduction factor for pullout strength' 4) - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS ASTM A36 770 l(395 Steel strength in shear, seismic' V,w lb 34) ASTM Al 93, 1,655 (kJ) Grade 87 (7.4) - Reduction factor for pullout strength' - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK' ASTM A36 770 1,995 Steel strength in shear, concrete over steel deck' lb (34) ASTM Al 93, 1,655 Grade 87 (7.4) - ASTM _A36 770 1,995 Steel strength in shear, concrete over steel deck, seismic' Vw.dmk.eQ ASTM Al 93, 1,665 Grade B7 (7.4) - Reduction factor for pullout strength' 4) - Condition B = 0.60 For SI: 1 inch = 25.4 mm, 1 lbt = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 4) were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2, as applicable. It the load combinations of ACI 318-11 Appendix C are used, the appropriate value of 4) must be determined in accordance with ACI 318-11 0.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable, requirements for Condition A, see ACI 318-14 17.3.3(c) or ACI 318-11 D.4.3(c), as applicable, for the appropriate 4) factor, It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a ductile steel element as defined by ACI 318-142.301 ACI 318-11 D.1, as applicable. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 17.5.1 .2b in ACI 318-14, D-29 in ACI 318-11, and ACI 318-14 17.5.1.2 or ACI 318-11 0.6.1.2, as applicable. Anchors are permitted to be used in lightweight concrete provided the modification factor 2,, equal to 0.8A, is applied to all values of IT affecting Nn and V. A, shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-tiled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for V..do are for sand-lightweight concrete (f'c,min = 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 318-14 17.5.2 or ACI 318-11 0.6.2, as applicable, and the pryout capacity in accordance with ACI 318-14 17.5.3 orACI 318-11 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. The notation in parenthesis is for the 2006 IBC. www.DEWALTcom Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength, Vc (psi) Nominal Anchor Nominal Embed. Insert Element 2,500 _________ _________ 3,000 4,000 6,000 8,000 ______ Nn çbNn (bvn Nn ______ (bvn Olin Vn Nn I I Size (in.) b On. (Threaded Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) I (lbs.) I ASTM A36 635 700 805 985 ISIS 1140 3/8 1-5/8 ASTM A193 Grade B7 635 685 700 750 805 870 985 1 065 1,140 I*1A 1/2 2-3/16 ASTMA36 1,080 IIItitJjI 1,185 IIIjIIJ 1,370 1,675 • 1,935 0- Anchor PullouuPmout Strength Controls 0- Concrete Breakout Strength Controls • - Steel Strength Controls Tension and Shear Design Strengths Installed In lJncracked Concrete steal Minimum Concrete Compressive Strength, f'c (psi) I Nominal Anchor Nominal Embed. insert 2,500 I 3,000 Element I 4,000 I 6,000 I 8,000 Øn 4Nn q5Nn I I thvn I 4iNn I I I 4iNn I I I thVn I Size (in.) ii On. (Threaded Rod or Belt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) bs. (lbs.) bs. (lbs.) ASTM A36 900 ISIS 985 Ills 1,140 ISIS 1,395 IllS 1,610 l , bs.) I SIS 1-5/8 ASTMA193 Grade B7 900 970 985 1'060 1,140 JsP 1,395 Jj7j 1,610 JJR .1/2 2-3/16 ASTM A36 1,865 2,040 2,355 2,885 PA 3,335 wgii. 0- Anchor Pullout/Pout Strength Controls 0- Concrete Breakout Strength Controls N - Steel Strength Controls L I I I I I I I I I I ENONEERED BY ?owers- PERFORMANCE DATA Factored Design Strength (ON, And øV) Calculated In Accordance With ACI 318-14 Chapter 17: 1 - Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: - Cal is greater than or equal to the critical edge distance, c (table values based on Cal = cr). - ca2 is greater than or equal to 1.5 times Cal. 2- Calculations were performed according to ACI 318-14 Chapter 17. The load level corresponding to the controlling failure mode is listed (e.g. For tension steel concrete breakout and pullout For shear steel - concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and -. Cal ,•• pryout strength in shear are calculated using the effective embedment values, hef, for the selected anchors as noted in the design information tables Please also reference the installation specifications for more information. 3 Strength reduction factors (0) were based on ACI 318-14 Section 5.3 for load combinations .a - - Ca2 .. -. 4 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 318-14 Chapter 17. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318-14 Chapter 17. For other design conditions including seismic considerations please see ACI 318-14 Chapter 17. 1-800-4 DiWALT PERFORMANCE DATA ENWEEERED Br?owers 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. Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete 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. Number 01 Anchorage points n1 :. Least 1 Cl) I I I I Anchor - 3I "31 "31 "3I Per Point - _______ 310 Urea, Element + Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables n1 = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or ACl 318-14 Section 5.3 orACI 318 (-11-08-05) Section 9.2. Strength Design (SD) Design values for use with strength design shall be established taking 0, 9 Fra. Design values for use with allowable stress design shall be established taking Rd, ASD = 4ra • Era Where oi is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, o is equal to 1.4 assuming all dead load. See redundant fastening design information table for Snake+ design resistance. www.DEWALTcom EanNEERED Br?0wers REDUNDANT FASTENING REDUNDANT FASTENING Installation Information for Snake+ Screw Anchor In Redundant Fastening Applications Anchor Property! Notation Units Nominal Anchor Size I Threaded Coupiler Diameter (nth) 1/4 3/8 1/2 Setting Information Nominal drill bit diameter duo fl. 3/8 1/2 3/4 ANSI ANSI ANSI Nominal embedment depth h in. (mm) 1-5/8 (41) 2-3/16nom 1-5/8 (41) (55) Effective embedment hef in. 1.10 1.10 1.54 (mm) (28) (28) (39) Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness hmin in. 3 (76.2) 3 (76.2) 3 (mm) (76.2) Overall anchor legnth anch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening' cmn Cac in. (mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, red indant fastening' S in. (mm) 8 (203) 8mn 8 (203) (203) Maximum tightening torque of steel insert ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Maximum impact wrench power (torque) Tr ft-lb. (N-m) 120 (163) 345 (468) 1 (488) 345 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors"2'3 Anchor Property! Notation Units Nominal Anchor Size _________________ 1/411 1/2" Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hnom in. 1-5/8 1-5/8 2-3/16 (mm) .(41) (41) (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE'S Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete (2 500s rra lb (kN) t ~ ft ~ flt ~'. ni ~ fli ~ '+ F1(2.5) 360 flt ~ 550 675 450 675 450 (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor' - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK-6 Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncacked concrete over steel deck (2,500 psi) flded1 lb ft ~! '+ ft ~: 3 ft ~t ft ~! 3 ft 2o t ft ~! 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor3 - 0.65 For SI: 1 inch = 25.4 mm, 1 lbf = 0.0044 kN. The data in this table is intended to be used with the design provisions of Section 4.3 of this report; loads may be applied in tension, shear or any combination thereof. Installation must comply with published instructions and this report. All values of 0 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318 (-11, -08, -05) Section 9.2, as applicable. it is assumed that the threaded rod or bolt used with the Snake+ anchor has properties as listed in Tension Design Information table. Anchors are permitted to be used in lightweight concrete provided the design strength 0. F is multiplied by the modification factor A.. The modification factor )L is equal to 0.8A,, A. shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. For installations through the solfi: of steel deck into concrete see the installation 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 3he or 1.5 times the flute width. 1-800-4DEWALT Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment internal Thread Depth SW. BOX1 SW. Chi. 640USD 1/4" 1-5/8" 11/32" 100 1,000 64015D 3/8" 1-5/8" 23/32" 50 500 6403S0 1/2" 2-1/2" 15/16" 50 300 1. Each box comes with one free setting tool Setting Tool for Snake+ Screw Anchor Cat, No. Anchor Size SW. Ctn. 6402SD 1/4" 1 6407S0 3/8" 1 6404S0 1/2" 1 C-) :3- 0 DEWALT ORDERING INFORMATION ENONEERED erowers Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete' 2,3,4 Minimum Concrete Compressive Strength Minimum t'c = 2,500 psi (17.2 MPa) t'c = 3,000 psi (20.7 MPa) t'c = 6,000 psi (41.4 MPa) Nominal Anchor Embedment Diameter Depth Tension Shear Tension Shear Tension Shear In. In. (mm) tbs. tbs. tbs. tbs. tbs. tbs. (N) N) (kN) 1/4 / 1-5/8 2,130 1,045 2,335 1045 (41) (9.5) (4.6) (10.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors In uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ORDERING INFORMATION Suggested Impact Wrench 20V Max* Impact Wrenches 1/4 DCF880M2 1/2' Impact Wrench 3/8 3/8 DCF894HP2, 3/8 and 1/2" Impact Wrench 1/2 High Torque www.DEWALTcom