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2820 WHIPTAIL LOOP; ; FPC2017-0339; Permit
(City of Carlsbad Print Date: 04/20/2022 Job Address: 2820 WHIPTAIL LOOP E, CARLSBAD, CA 92010-6708 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091202500 Track #: Valuation: $6,112,088.34 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2017-0339 Status: Closed - Finaled Fire Sprinklers Applied: 11/15/2017 Issued: 01/31/2018 DEV2016-0023 Finaled Close Out: 04/20/2022 Inspector: Final Inspection: Project Title: PACIFIC VISTA COMMERCE CENTER Description: REVISION FOR UNDGD CALCS PACIFIC VISTA - BLDG 'B' - SPRINKLER NFPA 13 >100 SYSTEM #1 - 342 HEADS SYSTEM #2 -435 HEADS SYSTEM #3 - 393 HEADS Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 P0 WAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE Plan Resub (3rd&SubsequentSubmittal/hr) $136.00 Total Fees: $1,428.00 Total Payments To Date: $1,428.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 766-602-4665 1 760-602-8561 f I www.carlsbadca.gov FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS & MATERIAL SUBMITTAL I I I I Li I I PACIFIC VISTA COMMERCE CENTER BUILDING "B" WHIPTAIL LOOP CARLSBAD, CA F] I I I C) 00 N -J G)C I rxi N 5 0 0 IL o LLI (_) Cl. a- Og LL. 0) - (.1) (.1) o ) C) Cv)O Y) IUL1JN 0 1 iZ LLNLOO - CD o o E9E CD N o ON O O.0)COLLJ U- I I I I I I I I 'I!rIR N so 1 0 ' r' 4SP 13630 DANIELSON ST. POWAY, CA. 92064A 95241 PH. (858)513-4949 Fx. (858)513-1322 HYDRAULIC CALCULATIONS qp,0T tJ\ (4IP CIO \ ICLASSIFICATION '\ 0-16 LICENSED NO. 2 I Hydraulic Calculations for Project Name: PACIFIC VISTA COMMERCE CENTER I Location: 2800 WHIPTAIL LOOP W., CARLSBAD, CA 92008, BUILDING B Drawing Name: BLDG-B PVCC-FP3-6 PIPING REVISED 10 INCH UNDERGRO I Design Remote Area Number: AREA #2 Remote Area Location: SYSTEM #3 I Occupancy Classification: Ordinary Group II Commodity Classification: SPEC SHELL Calculation Date: 10/5/2018 Density: Area of Application: Coverage per Sprinkler: ' Type of sprinklers calculated No. of sprinklers calculated: In-rack Demand: Hose Streams: 0.200gpm/ft2 2500.00ft2 (Actual 2584.06ft2) 120.00ft2 Upright 22 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 833.41 @96.525 Type of System: WET Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 1000 Date: 03.01.17 Location: WHIPTAIL LOOP BETWEEN CAZELLE & CARIBOU Source: CARLSBAD FIRE DEPARTMENT Name of Contractor: WESTERN FIRE PROTECTION, INC. Address: 13630 DANIELSON ST., POWAY, CA. 92064 Phone Number: 858.5153.4949 Name of designer: R. HOEKSTRA Authority Having Jurisdiction: CARLSBAD FIRE DISTRICT Notes: Automatic peaking results Left: N/A Right: N/A I 1&cM.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 AREA#2 10/5/2018 1:46:03PM Page 1 11111 Hydraulic Summary Job Number: 17-0902PVCC - BLDG-B Rocnnrt flrorar'rintipsn Cbrdinrartu (r,sr ret II (APA 101 10/5/2018 1:46:28PM Page 1 , © M.E.P.CADr Inc. 4AutoSPRINK 2018 v14.2.9.0 Job Job Number 17-0902 Circuit Description R. HOEKSTRA Jab Name: PACIFIC VISTA COMMERCE CENTER State CerbfioatiorctUcanse Number C-16 588039 Address I 2800 WHIPTAIL LOOP W. AHJ CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Pea Description BUILDING B Address 3 BUILDING B DraueArg Name BLDG-B_PVCC-FP3-6_PIPING REVISED 10 INCH UNDERGROU System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 2400 at 9.000 000upattoy Ordinary Group II Jab Suffix PVCC - BLDG-B Hose pJlawanoeAl Source 250.00 Density 0.200gpm/ft2 Area at Application 2500.00ft2 (Actual 2584.06ft2) Additional ease Supplies Part Number Flow(a.pm) -__22 Number DI Sprinklers Calculated Coverage Per SprInkler 120.00ft2 AutaPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Mace Streams 250.00 System Floor Demand 583.41 Total Water Required (including Flora Allowance) 833.41 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.67 between nodes 30 and 40 Maximum Velocity Under Ground 2.64 between nodes 4 and 6 Volume capacity of Wet Pipes 25527.69gaI Volume capacity of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1000 Water Supply 250.00 141.000 108.000 8000.00 140.497 833.41 96.525 43.972 Contractor Contractor Number WFP INC. Contact Name Contact T.M. DESIGN MANAGER Name of Contractor: WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 Extension Address I 13630 DANIELSON ST. FAX 858.513.1322 Address 2 POWAY, CA. 92064 E-mail Address 3 Web-Site I I 1 I I I I 1 I I I 1 I I I I I I Job Number: 17-0902PVCC - BLDG-B (,1.,, . II IADA 4)\ I IIIISummary Of Outfiowing Devices 10/5/2018 1:46:05PM Page 3 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 2001 24.00 24.00 8 9.000 Sprinkler 2002 24.19 24.00 8 9.141 Sprinkler 2003 24.85 24.00 8 9.651 Sprinkler 2004 26.91 24.00 8 11.314 Sprinkler 2005 24.09 24.00 8 9.067 Sprinkler 2006 24.28 24.00 8 9.208 Sprinkler 2007 24.94 24.00 8 9.723 Sprinkler 2008 27.01 24.00 8 11.397 Sprinkler 2009 24.42 24.00 8 9.319 Sprinkler 2010 24.61 24.00 8 9.465 Sprinkler 2011 25.29 24.00 8 9.992 Sprinkler 2012 27.38 24.00 8 11.710 Sprinkler 2013 25.12 24.00 8 9.858 Sprinkler 2014 25.31 24.00 8 10.011 Sprinkler 2015 26.01 24.00 8 10.567 Sprinkler 2016 28.14 24.00 8 12.377 Sprinkler 2017 27.41 24.00 8 11.738 Sprinkler 2018 27.62 24.00 8 11.918 Sprinkler 2019 28.37 24.00 8 12.572 Sprinkler 2020 31.01 24.00 8 15.021 Sprinkler 2021 1 31.12 24.00 8 15.129 Sprinkler 2022 31.35 1 24.00 1 8 15.357 c> Most Demanding Sprinkler Data I I I I I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1000 Water Supply 141.000 108.000 8000.00 140.497 833.41 96.525 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1000 2-0 Supply 96.525 583.41 2001 13-2% Sprinkler 9.000 24.00 2002 1321/2 Sprinkler 9.141 24.19 2003 1321/2 Sprinkler 9.651 24.85 2004 13-2% Sprinkler 11.314 26.91 2005 13-21/2 Sprinkler 9.067 24.09 2006 13-2% Sprinkler 9.208 24.28 2007 1321/2 Sprinkler 9.723 24.94 2008 13-2% Sprinkler 11.397 27.01 2009 13'-2% Sprinkler 9.319 24.42 2010 13-2% Sprinkler 9.465 24.61 2011 13-2% Sprinkler 9.992 25.29 2012 13-2% Sprinkler 11.710 27.38 2013 13-2% Sprinkler 9.858 25.12 2014 1321/2 Sprinkler 10.011 25.31 2015 1321/z Sprinkler 10.567 26.01 2016 13-2% Sprinkler 12.377 28.14 2017 13-2% Sprinkler 11.738 27.41 2018 13-2% Sprinkler 11.918 27.62 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 10/5/2018 1:46:07PM Paqe4 [1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 I I I I I Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2019 1321/2 Sprinkler 12.572 28.37 2020 13-2% Sprinkler 15.021 31.01 2021 13-21/2 Sprinkler 15.129 31.12 2022 13-2% Sprinkler 15.357 31.35 2 4-0 98.624 3 4-0 98.558 4 4-0 90.551 6 4-0 89.570 7 -3-0 89.445 8 4-0 89.393 9 0-9 87.679 10 1-11% 87.097 30 36-6% . 59.439 40 11-8% 22.438 41 13-2% 16.998 42 13-2% 16.748 50 11-8% 21.309 51 13'-2% 16.973 52 1321/2 16.629 53 13-2% 13.936 54 13-2% 13.216 55 13-2% 13.018 60 118h/2 17.823 Date: 10/5/2018 I M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 10/5/2018 1:46:07PM Paqe 5 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 61 13'-2% 14.050 62 13-2% 13.721 63 13-2% 11.729 64 1321/2 11.116 65 1321/2 10.947 70 11-8% 16.915 71 13-2% 13.299 72 13-2% 12.987 73 13'-2/ 11.095 74 13-2% 10.513 75 13-2/ 10.353 80 11-8% 16.489 81 13-2% 12.947 82 13-2% 12.642 83 13-2% 10.798 84 13-2% 10.231 85 13-2% 10.075 90 11-8% 16.377 91 13-2% 12.854 92 13-2% 12.551 93 13-2% 10.719 94 13-2% 10.156 95 13-2% 10.001 .,© M.E.P.CAD, Inc. jAutoSPRINK 2018 04.2.9.0 10/5/2018 1:46:07PM Page 6 1 I I I I I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 100 3551/ 71.466 101 3561/2 71.422 102 35-7'/2 71.378 103 3581/z 71.336 104 3591/2 71.296 105 35-9 71.311 106 35-7 71.373 107 3551/2 71.436 108 3531/2 71.500 109 3511/2 71.565 110 35-0 71.629 111 34-10 71.694 112 34-8 71.760 113 3461/2 71.826 114 34'-4% 71.892 115 34-2% 71.957 200 3551/2 71.141 201 35-6% 71.137 202 35-7% 71.128 203 35-8a/2 71.114 204 35-9% 71.097 205 3581/2 71.140 206 35-6 71.245 ,© M.E.P.CAD, Inc. 1AutoSPRINK 2018 04.2.9.0 10/5/2018 1:46:07PM Paqe 7 I [1 I I I I I I I I I U [1 I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 207 3531/2 71.348 208 35-1 71.449 209 34-10% 71.548 210 34-9 71.637 211 34-71/2 71.684 212 3461/2 71.731 213 34-5 71.776 214 34-4 71.821 215 34-2% 71.866 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 10/5/2018 1:46:07PM Paqe 8 I I I I I I I I I I 1 I I I I I I I I lob Name: PACIFIC VISTA COMMERCE CENTER I Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information (Foot) (q) K-Factor this step Nominal ID Fittings & Total(Pt) Elev i Flow added Length C Factor Notes Devices (Foot) Fitting/Device (Equivalent n'Jav9 valuw. Elev 2 Total Flow Equiv. (Foot) Loss Per Unit _________________ Actual ID Length Total when applicable, are added (psi) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, k (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 2001 132h/2 8 24.00 1 (See 0-7 120 9.000 Route I ..... Notes) 5111/2 Sprinkler, 95 13'-2/ 24.00 1.0870 0.153323 661/2 1.001 P0(5-11%) 95 13-2% 101-0 120 10.001 10'-O 0.155 94 13-2% 24.00 1.7400 0.015508 94 13-2% 24.19 11/2 101-0 120 10.156 Flow (q) from Route 3 10'-O 0.563 93 13-2% 48.19 1.7400 0.056311 93 13-2% 24.85 1% (See 510% 120 10.719 Flow (q)from Route 7 Notes) 11-8 91 13-2% 73.04 1.7400 0.121553 17-6% 2.134 T(11-8) 91 13-2% 26.91 11/2 (See 16 120 12.854 11-8 Flow (q) from Route 13 Notes) 0.658 90 11-8% 99.95 1.7400 0.217154 13-2% 2.865 P0(11-8) 90 11-8% 3 12-0 120 16.377 12-0 0.113 80 11-8% 99.95 3.3160 0.009394 80 11-8% 100.32 3 12'-6% 120 16.489 Flow (q) from Route 2 12-6% 0.426 70 11-8% 200.27 3.3160 0.033981 70 11-8% 101.70 3 12-6 120 16.915 Flow (q) from Route 5 12-6 0.908 60 11-8% 301.96 3.3160 0.072640 60 11-8% 104.58 3 (See 13'-1 120 17.823 Notes) 14-7 Flow (q) from Route 9 50 11-8% 406.54 3.3160 0.125924 2fE(7-3%) 27-8 3.485 50 11-8% 114.40 3 5-8 120 21.309 Flow (q) from Route 16 5-8 1.129 40 11-8% 520.94 3.3160 0.199214 40 11'-8% 62.47 3 (See 130'-21/2 120 22.438 Flow (q) from Route 21 Notes) 64-3 -10.766 30 36-6% 583.41 3.3160 194-51/2 47.768 0.245647 6fE(7'-3%), 2E(10-2%) AREA #2 10/5/2018 1:46:09PM Page 9 I I 1 I(,©M.E.P.CAD, Inc. iAutoSPRlNK 2018 v14.2.9.0 IJob Name: PACIFIC VISTA COMMERCE CENTER I Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Elev 1 Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ Node I (Foot) Devices K-Factor this step Nominal ID (Foot) Fitting/Device (Equivalent Flow added Fittings & Length C Factor Total(Pt) Notes a agoatime *5I..2 (q) ____________ Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Node 2 Actual ID Length Total when applicable, are added (Foot) (Q) (psi) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 30 3661/2 3 (See 13201/2 120 59.439 Notes) 6291/2 0.470 P0(21-li) 100 35-51/2 270.65 3.3160 194-10 11.557 0.059320 fT(19'-O), P0(21-11) 100 35-51/2 312.76 8 (See 212'9% 120 71.466 Flow (q) from Route 23 BV(14'-l), P0(41-1%) Notes) 169-11/2 14.522 381-11 1.109 10 1-11% 583.41 8.2490 0.002903 4fE(15'-3), f(-0.000), CV(52-10 10 1-11% 10 (See 6'-8% 120 87.097 Notes) 53-3 0.526 9 0-9 583.41 10.4200 59-11% 0.056 0.000930 2E(26'-71/2) 9 0-9 10 (See 89 150 87.679 Notes) 97'-1 1.626 8 -3-0 583.41 9.7900 105-10 0.088 0.000834 E(29-8), T(67-5) 8 4-0 rn (See 35'0 150 89.393 Notes) 18-9 0.000 53-9 0.052 7 -3-0 583.41 9.5100 0.000961 LtE(18'-9) 7 -3-0 10 (See 111 0 150 89.445 Notes) 138'-11 6 -3-0 583.41 9.7900 149-11 0.125 0.000834 3LtE(21-7), sCV(74-2) 6 4-0 10 (See 750'0 150 89.570 -101/2), 2E(25'-9) Notes) 271-7% -0.000 1021-7% 4 -3'-0 583.41 9.5100 0.000961 0.982 PIV(5'-10), 3T(58'-6%), 3EE(12 4 4-0 10 (See 101 0 140 90.551 Notes) 111-3% 3 4-0 583.41 10.5200 121-3% 8.007 0.000668 3E(37'-l), BFP(-7.926) 3 4-0 10 (See 10-0 150 98.558 Notes) 58-6% 2 -3-0 583.41 9.5100 68-6% 0.066 0.000961 T(58-6%) 2 4-0 12 (See 901 0 150 98.624 Notes) 76-7 -2.168 166-7 0.069 1000 2-0 583.41 11.3100 0.000413 GV(6-11%), C(69'-7%), S 250.00 96.525 Hose Allowance At Source Total(Pt) Route 1 1000 833.41 ,©M.E.P.CAD, Inc. 4AutoSPRINK 2018 v14.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 10 I I I I I I I I I I I I I I I I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 2005 13-2% 8 24.09 1 (See 07 120 9.067 Route ..... Notes) Sprinkler, 5111/2 85 13-2% 24.09 1.0870 0.154374 P0(5-11%) 661/2 1.008 85 13-2% 1% 10-0 120 10.075 0.015615 84 132h/2 24.09 1.7400 10-0 0.156 84 13-2% 24.28 11/2 10-0 120 10.231 Flow (q) from Route 4 83 13-2% 48.37 1.7400 0.056697 10-0 0.567 83 13-21/2 24.94 11/2 (See 5'- 101/2 120 10.798 Notes) Flow (q). from Route 8 11'-8 81 13-2% 73.31 1.7400 0.122386 T(11'-8) 17-61/2 2.149 81 13-2% 27.01 11/2 (See 1'6 120 12.947 Notes) Flow (q) from Route 14 11'-8 0.658 80 11'-81/2 % 100.32 1.7400 0.218636 P0(11-8) 13-2% 2.885 16.489 Total(Pt) Route 2 9.141 Route 3 ..... 2002 13-2% 8 24.19 1 (See 0-7 120 Sprinkler, Notes) 5-11% 0.155537 94 13-2% 24.19 1.0870 P0(5-11%) 6-6% 1.016 .10.156 Total(Pt) Route 3 2006 13-2% 8 24.28 1 (See 0-7 120 9.208 Route ..... Sprinkler, Notes) 5-11% 84 13-2% 24.28 1.0870 6-6% 0.156603 P0(5-11%) 1.023 10.231 Total(Pt) Route 4 2009 13-2% 8 24.42 1 (See 0'7 120 9.319 Route ..... Sprinkler, 5-11% Notes) 75 13'-2/ 24.42 1.0870 0.158348 P0(5-111/2) 6-6% 1.034 75 132h/2 11/2 10-0 120 10.353 0.016017 74 13-2% 24.42 1.7400 0.160 74 13-21/2 24.61 11/2 10-0 120 10.513 Flow (q) from Route 6 13-2% 49.03 1.7400 0.058156 10-0 0.582 ,©M.E.P.CAD, Inc. flAutoSPRlNK 2018 04.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 11 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information I Node I Node 2 El v1vi (Fo Elev 2 (Foot) K-Factor Flow added this step (q) Total Flow (Q) Nominal ID Actual ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Vl'2. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Total (Foot) _________________ Friction(Pf) 73 13-2% 25.29 11/2 (See Notes) 5'- 101/2 120 11.095 Flow (q) from Route 10 11-8 71 13-2% 74.32 1.7400 0.125530 T(11'-8) 17'-6'h 2.204 71 1321/2 27.38 11/2 (See Notes) 120 Flow (q) from Route 15 71'-6 0.658 13.299 7011-8% 101.70 1.7400 0.224234 P0(11-8) 13-2% 2.959 2010 13'-2Y2 8 24.61 1 (See 0-7 120 Notes) 5-11% 16.915 Total(Pt) Route 5 9.465 Route ..... Sprinkler, 74 13-2% 24.61 1.0870 6-6% 0.160630 P0(5-11%) 1.049 10.513 Total(Pt) Route 6 2003 13-21/2 8 24.85 1 (See 0-7 120 Notes) 5-11% 9.651 Route 7 ..... Sprinkler, 93 13-2% 24.85 1.0870 6-61/2 0.163560 P0(5-111/2) 1.068 10.719 Total(Pt) Route 7 2007 13-2% 8 24.94 i (See Notes) 0-7 120 9.723 . Route8 ..... Sprinkler, 5'111/2 83 13-2% 24.94 1.0870 0.164676 P0(5-111/2) 6-6% 1.075 10.798 Total(Pt) Route 8 2013 1321/2 8 25.12 i (See Notes) 0 7 120 9.858 Route 9 ..... Sprinkler, 5111/2 65 13-2% 25.12 1.0870 0.166798 P0(5-11%) 6'-6% 1.089 65 13-2% 10,-0 120 10.947 0.016872 64 1321/2 25.12 1.7400 10,-0 0.169 64 13-2% 25.31 11/2 10,-0 120 11.116 Flow (q) from Route 11 63 13-2% 50.43 1.7400 0.061258 10,-U 0.613 63 13 21 /2 . 2601 1% (See Notes) 5'101/2 120 11.729 Flow (q) from Route 12 11-8 61 13-2% 76.44 1.7400 0.132215 T(11'-8) 17-6% 2.322 - I (,.©M.E.P.CAD, Inc. AutoSPRINK 2018 v1 4.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 12 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Flow added Fittings & Length C Factor Total(Pt) Notes Node I Eleot) vi (Fo K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Equiv. Length (Foot) Loss Per Unit ________________ when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pt) directly to (Pf) and shown as 61 13-2% 28.14 1% (See I 16 120 14.050 Notes) Flow (q) from Route 18 11-8 0.658 60 11-8% 104.58 1.7400 13-2% 0.236138 P0(11-8) 3.116 17.823 Total(Pt) Route 9 2011 13-2% 8 25.29 1 (See Notes) 0-7 120 9.992 Route Sprinkler, 5-11% 73 13-2% 25.29 1.0870 0.168895 P0(5-11%) 1.103 6-6% 11.095 Total(Pt) Route 10 2014 13-2% 8 25.31 1 (See 0-7 120 10.011 ••••• Route ll ..... Sprinkler, Notes) 511h/2 64 1321/2 25.31 1.0870 0.169193 P0(5-111/2) 6-6% 1.105 11.116 Total(Pt) Route 11 2015 13-2% 8 26.01 1 (See 0-7 120 10.567 Route 12 ..... Notes) Sprinkler, 5-11% 63 13-2% 26.01 1.0870 0.177866 P0(5-11%) 6-6% 1.161 11.729 Total(Pt) Route 12 2004 13-2% 8 26.91 1 (See 0-7 120 11.314 Route 13 ..... Notes) Sprinkler, 5-11% 92 13-2% 26.91 1.0870 0.189461 P0(5-11%) 6-6% 1.237 92 13-2% 11/2 (See 4'-l% 120 12.551 Notes) 11-8 91 13-2% 26.91 1.7400 0.019164 T(11'-8) 15-9% 0.303 12.854 Total(Pt) Route 13 2008 13-2% 8 27.01 1 (See 0-7 120 11.397 "" Route 14 ..... Notes) Sprinkler, 5-11% 82 13-2% 27.01 1.0870 0.190743 P0(5-11%) 6-6% 1.245 82 13-2% 11/2 (See 4'-l% 120 12.642 11-8 Notes) 81 13-2% 27.01 1.7400 0.019294 T(11'-8) 0.305 15-9% 12.947 Total(Pt) Route 14 13-2% 8 27.38 1 (See 0-7 120 11.710 1 "" Route 15 2012 Notes) Sprinkler, 511% 72 13-2% 27.38 1.0870 0.195583 I P0(5-11%) - 6-6% 1.277 I ,©M.E.P.CAD, Inc. iAutoSPRINK 2018 v1 4.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 13 8 27.41 1 (See Notes) 07 120 5111/2 0.196021 27.41 1.0870 6'-61/2 11/2 10-0 120 0.019827 27.41 1.7400 101-0 27.62 1% 10-0 120 0.071984 55.03 1.7400 101-0 28.37 11/2 (See Notes) T- 101/2 120 11-8 0.155331 83.39 1.7400 19-6% 31.01 1% (See Notes) 1-6 120 11-8 0.278773 114.40 1.7400 13'-21/2 8 27.62 1 (See 0-7 120 Notes) I 5-11% 27.62 1.0870 0.198801 8 28.14 1 (See Notes) 07 120 5111/2 0.205872 28.14 1.0870 6-6 1/2 11/2 (See Notes) 4'l% 120 11-8 0.020824 28.14 1.7400 15-9% IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Elev Flow added Fittings & Length C Factor Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ___________ (q) Fitting Pf Friction I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) 72 13-2% 1 y2 (See 4-1% 120 Notes) 11-8 71 13-2% 27.38 1.7400 15-9% 0.019783 Total(Pt) Elev(Pe) Friction(Pf) 12.987 0.312 13.299 11.738 1.280 13.018 Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as T(11'-8) Total(Pt) Route 15 Route 16• • Sprinkler, P0(5-11%) 0.198 13.216 Flow (q) from Route 17 0.720 13.936 Flow (q) from Route 19 3.037 T(11'-8) 16.973 Flow (q) from Route 20 0.658 3.678 P0(11-8), 21.309 Total(Pt) Route 16 11.918 ..... Route 17 ..... Sprinkler, 1.298 P0(5-11%) 13.216 Total(Pt) Route 17 12.377 ..... Route 18..... Sprinkler, 1.344 P0(5-11%) 13.721 0.329 T(11'-8) 14.050 Total(Pt) Route 18 JAutoSPRINK 2018 v14.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 14 11 2017 1 1321/2 55 13'-2/ I I 54 13'-2/ I 53 13-2% 51 13-2% I 51 iLi:t 1181/2 2018 1321/2 I 2016 1321/2 62 13-2% 62 13-2% 61 13-2% I I,© M.E.P.CAD, Inc. IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Node I Elevi (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 2019 1321/2 8 28.37 1 (See Notes) 07 ' 120 12.572 Route 19 ..... Sprinkler, P0(5-11%) 5-11% 0.208873 53 13-2% 28.37 1.0870 6-61/2 j 1.364 13.936 Total(Pt) Route 19 2020 13-2% 8 31.01 1 (See Notes) 0-7 120 15.021 ••••• Route 2O•"•• Sprinkler, P0(5-11%) 5-11% 0.246254 52 13-2% 31.01 1.0870 6-61/2 1.608 52 13-21/2 11/2 (See Notes) 2-1% 120 16.629 T(11'-8) 11-8 0.024908 51 13-2% 31.01 1.7400 13-9% 0.344 16.973 Total(Pt) Route 20 2021 13-2% 8 31.12 1 (See Notes) 0-7 120 15.129 ••••• Route 21 ..... Sprinkler, P0(5-11%) 0.247889 120 5-11 1/z 42 42 13-2% 13-2% 31.12 1.0870 11/2 6'-61/2 10-0 1.619 16.748 0.025074 41 13-2% 31.12 1.7400 0.251 ' 41 13-2% 31.35 11/2 (See Notes) 23'4 120 16.998 Flow (q) from Route 22 1(11-8), 2LtE(2-11), P0(1 V-8) 29-2% 0.091020 0.658 40 11-8% 62.47 1.7400 52-6 1/2 4.782 22.438 Total(Pt) Route 21 2022 13-2% 8 31.35 1 (See Notes) 0-7 120 15.357 ..... Sprinkler, P0(5-11%) 5'- 111/2 0.251345 41 13-2% 31.35 1.0870 661/2 1.641 16.998 Total(Pt) Route 22 Total(Pt) Route 107 35-5% 145.18 + 19.66 8 10-0 120 71.436 Route 23 ..... Flow (q) from Route 24 and 39 0.000280 -0.066 106 35-7 164.84 8.2490 10-0 0.003 106 35-7 21.65 8 10-0 120 71.373 Flow (q) from Route 37 0.000352 -0.066 105 35-9 186.49 8.2490 10-0 0.004 I (,©M.E.P.CAD, Inc. *flj 2018 v14.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 15 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information 1 Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Filling/Device (Equivalent Filling (Foot) Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, I Pf Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Foot) (Foot) (psi) Friction(PU directly to (Pf) and shown as 105 35'-9 22.74 8 9-11% 120 71.311 Flow (q) from Route 36 -0.019 104 3591/2 209.23 8.2490 0.000435 9'-ll% 0.004 104 35-9% 21.66 8 10-0 120 71.296 Flow (q) from Route 35 0.036 103 35-8% 230.88 8.2490 0.000522 0.005 103 35-8 % 25.51 8 10'-O 120 71.336 Flow (q) from Route 34 0.036 102 35-7% 256.39 8.2490 0.000634 10'-O 0.006 102 35.71/2 27.22 8 101-0 120 71.378 Flow (q) from Route 33 0.036 101 3561/2 283.61 8.2490 10-0 0.000764 0.008 101 35 61/2 29.16 8 10,-U 120 71.422 Flow (q) from Route 26 0.036 100 3551/2 312.76 8.2490 0.000916 10,-U 0.009 71.466 Total(Pt) Route 23 10-0 120 71.565 Route 24 ..... 109 35-1% 105.76 + 19.42 8 Flow (q) from Route 25 and -0.066 41 0.000168 108 35-31/2 125.18 8.2490 10-0 0.002 108 35-3% 20.00 8 10-0 120 71. 500 Flow (q) from Route 38 -0.066 107 35-51/2 145.18 8.2490 0.000221 10,-0 0.002 71.436 Total(Pt) Route 24 115 34-2% 17.34 8 10-0 120 71.957 Route 25 ..... Flow (q)from Route 32 -0.066 114 3441/2 17.34 8.2490 0.000004 10,-0 0.000 114 34'-41/2 17.36 8 10-0 120 71.892 Flow (q) from Route 31 0.066 113 34-6% 34.69 8.2490 0.000016 10,-U 0.000 113 34-6% 17.43 8 101-0 120 71.826 Flow (q) from Route 30 -0.066 112 34-8 52.12 8.2490 0.000033 10-0 0.000 ,©M.E.P.CAD, Inc. AutoSPRINK2O16v14.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 16 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Lengt h Loss Per Unit when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 112 34-8 17.58 8 10-0 120 71.760 Flow (q) from Route 29 -0.066 ill 34-10 69.70 8.2490 0.000057 0.001 111 34-10 17.84 8 10,-0 120 71.694 Flow (q) from Route 28 -0.066 110 35-0 87.54 8.2490 0.000087 10-0 0.001 110 35-0 18.22 8 10-0 120 71.629 Flow (q) from Route 27 -0.066 109 35-1 V2 105.76 8.2490 0.000123 10-0 0.001 71.565 Total(Pt) Route 25 30 3661/2 3 (See 82'-1 120 59.439 ••••• Route 26 ..... P0(21-Il) 62-9% 0.470 Notes) 200 3551/2 312.76 3.3160 0.077520 fT(19'-O), P0(21-11) 144'-10'/2 11.232 200 35-5% 6 10-0 120 71.141 -0.036 201 356h/2 312.76 6.3950 0.003165 10-0 0.032 1 201 35-6 V2 3 (See 214-1% 120 71.137 P0(21-li) 81-9 0.000 Notes) 101 35-6% 29.16 3.3160 0.000962 2fr(19-0), P0(21-11) 295-11 0.285 71.422 Total(Pt) Route 26 210 34-9 105.76 3 (See 169-101/2 120 71.637 Route 27 ..... Notes) P0(21-i1), Flow (q) from 81-9 -0.109 ______________ Route 40 110 35'-O 18.22 3.3160 251-7% 0.000403 2fT(19'-0), P0(21-l1) 0.101 71.629 Total(Pt) Route 27 101-0 120 71 . 637 Route 28 ..... 210 34-9 105.76 6 Flow (q) from Route 40 0.045 211 34-7% 87.54 6.3950 0.000300 10-0 0.003 1 211 34-7% 3 (See 169'-ll 120 71.684 P0(21-il) 81-9 -0.087 Notes) ill 34-10 17.84 3.3160 0.000387 2fT(19-0), P0(21-11) 251-81/2 0.098 - 71.694 Total(Pt) Route 28 I f,©M.E.P.CAD, Inc. :1AutosPRINK 2018 04.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 17 I Job Name: PACIFIC VISTA COMMERCE CENTER I Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information El v1 v 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Fo K-Factor this step Nominal ID Devices (Foot) ____________ Fitting/Device (Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ when applicable, are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 211 34-71/2 17.84 6 10-0 120 71.684 Route 29 ..... Flow (q) from Route 28 0.045 212 346h/2 69.70 6.3950 10-0 0.000197 0.002 212 34-6% 3 (See 170'0 120 71.731 P0(21-11) Notes) 81-9 -0.066 112 34'-8 17.58 3.3160 0.000377 2fT(19'-O), P0(21-11) 251-9 0.095 71.760 Total(Pt) Route 29 ••••• Route 3O ..... 212 34-6% 17.58 6 10-0 120 71.731 Flow (q) from Route 29 0.045 213 34'-5 52.12 6.3950 10'-0 0.000115 0.001 213 34-5 3 (See 170'-01/2 120 71.776 Notes) P0(21-il) 81-9 -0.044 113 34-6% 17.43 3.3160 0.000371 2fT(19'-O), P0(21-11) 251-9% 0.093 71.826 Total(Pt) Route 30 213 34-5 17.43 6 10-0 120 71.776 •••• Route 31. Flow (q) from Route 30 0.045 214 34-4 34.69 6.3950 .. 0.000054 0.001 34-4 3 (See 170'1 120 71.821 P0(21-l1) 214 Notes) 81-9 -0.023 114 34-41/2 17.36 3.3160 0.000368 2fT(19-0), P0(21-11) 251-101/2 0.093 71.892 Total(Pt) Route 31 101-0 120 71.821 Route 32 ..... 214 34-4 17.36 6 Flow (q) from Route 31 0.045 215 34-2% 17.34 6.3950 0.000015 10-0 0.000 34-2% 3 (See 170'-2 120 71.866 215 Po(21'li) Notes) 81-9 -0.001 115 34-2% 17.34 3.3160 0.000368 2fT(19-0), P0(21-11) 0.093 251-11 71.957 Total(Pt) Route 32 10-0 120 71.137 Route 33 ..... 201 35-6% 29.16 6 Flow (q) from Route 26 0.036 202 35-7% 283.61 6.3950 0.002641 10-0 0.026 I I ©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 18 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, I Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 202 35-71/2 3 (See T 214'-11/2 120 71.128 P0(21-il) Notes) 81-9 0.000 102 35-7% 27.22 3.3160 0.000847 2fT(19-0), P0(21-11) 295-11 0.251 71.378 Total(Pt) Route 33 101-0 120 71128 •••Route34 ..... 202 35 -7 V2 27.22 6 . How (q) from Route 33 -0.036 203 35-8% 256.39 6.3950 0.002191 10-0 0.022 1 214'-11/2 120 71.114 203 35-8% 3 (See P0(21-il) Notes) 81-9 103 35-8% 25.51 3.3160 0.000751 2fT(19'-O), P0(21-11) 295-11 0.222 71.336 Total(Pt) Route 34 203 35-8% 25.51 6 10-0 120 71.114 Route 35•"•• Flow (q) from Route 34 -0.036 204 3591/2 230.88 6.3950 0.001805 10'-0 0.018 204 35-9% 3 (See 214'11/2 120 71.097 P0(21-il) % 144-6 0.000555 Notes) 3fT(19'-O), 2C(21'-11), P0(21'- 104 35-9% 21.66 3.3160 358-8% 0.199 11) 71.296 Total(Pt) Route 35 Route 36 ..... 205 35-8% 209.23 3 (See 214'11/2 120 I 71.140 Notes) P0(21'-1 1), Flow (q) from 81 -9 -0.009 ______________ Route 42 0.000607 105 35-9 22.74 3.3160 [ 2fr(19-0), P0(21-11) 295-10% 0.180 71.311 Total(Pt) Route 36 205 35-8% 209.23 6 10-0 120 71.140 ..... Route 37••••• Flow (q) from Route 42 0.093 206 36-6 186.49 6.3950 10,-0 0.001216 0.012 206 35-6 3 (See 214-0% 120 71.245 P0(21-il) 81 -9 -0.036 Notes) 106 35-7 21.65 3.3160 0.000554 2f-r(19'-O),, P0(21-11) 295-10 0.164 71.373 Total(Pt) Route 37 Route ..... 206 35-6 21.65 6 10,-0 120 71.245 Flow (q) from Route 37 0.093 207 35-3% 164.84 6.3950 0.000968 0.010 © M.E.P.CAD, Inc. 41 AutoSPRINK 2018 04.2.9.0 AREA #2 1015/2018 1:46:09PM Page 19 1Job Name: PACIFIC VISTA COMMERCE CENTER I Remote Area Number: AREA #2 Date: 10/5/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ____________ Fitting/Device (Equivalent (q) Fitting Length) I Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Total Loss Per Unit when applicable, are added (Foot) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 207 3531/2 6 10-0 120 71.348 0.093 208 361 145.18 6.3950 10-0 0.000765 0.008 208 35-1 3 (See 213'- 11 120 71.449 Notes) P0(21-11) 108 3531,4 20.00 3.3160 81-9 0.000479 -0.090 2fT(19-0), PO(21'-11) 29581/2 0.142 71.500 Total(Pt) Route 38 I207 21581/2 120 71.348 ••••• Route 39••• 3531/2 3 (See Notes) P0(21 -li) 110-11% -0.063 107 3551/2 19.66 3.3160 0.000464 2fT(19-0), 4fE(7-31/2), P0(21- 326-8% 0.151 _________ 11) 71.436 Total(Pt) Route 39 208 35'-1 20.00 6 101-0 120 71.449 Route 40 ..... Flow (q) from Route 38 0.093 209 34101/2 125.18 6.3950 0.000582 0.006 209 34-10% 6 (See 54'0 120 71.548 Notes) 20-0 0.057 210 34-9 105.76 6.3950 0.000426 2fE(10-0) 74-0 0.032 71.637 Total(Pt) Route 40:::::] 209 34-10% 3 (See 213-10% 120 71.548 Route 41 ..... Notes) P0(21-li) 81-9 -0.117 109 35-1% 19.42 3.3160 0.000454 2fT(19-0), P0(21-11) 29571/2 0.134 71.565 Total(Pt) Route 41 204 35-9% 21.66 6 9-11% 120 71.097 Route 42•"'• Flow (q) from Route 35 0.029 0.001504 205 35-8% 209.23 6.3950 9111/ 0.015 71.140 Total(Pt) Route 42 I I I ,,©M.E.P.CAD, Inc. 4AutoSPRlNK 2018 04.2.9.0 AREA#2 10/5/2018 1:46:09PM Page 20 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Equivalent Pipe Lengths of Valves and Fittings (C120 only) I Actual Inside Diameter 4.87 ( \ =Factor Schedule 40 Steel Pipe Inside Diameter / Date: 10/5/2018 Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111h° Elbow Ee2 22W Elbow 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 fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I I I I I I I I I I 1 I I I I I ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 AREA #2 10/5/2018 1:46:09PM Page 21 Hydraulic Graph Job Name: PACIFIC VISTA COMMERCE CENTER N 1.85 Remote Area Number: AREA #2 Date: 10/5/2018 150 120 105 90 in 75 60 45 30 15 Static Pressure 83341140.497 I 141.000 I Water [Supply I Summary Sheet L. Node: 1000 135 8000.00 108.000 583.41 833.41 96.525 with Hose Allowance at Source System demand cue ....TWJLUJIIIIIIIII 111111111 IllIllIll 11111111 III 11111 111111111 11111 II I I I I I I I I I I 9550 ll.IL_4 6200 9300 7750 10850 Flow - gpm 12400 13950 15500 1&,©M.E.P.CAD. Inc. 4 AutoSPRINK 2018 04.2.9.0 10/5/2018 1:46:04PM Pacje 2 Hydraulic Calculations for Project Name: PACIFIC VISTA COMMERCE CENTER Location: 2800 WHIPTAIL LOOP W., CARLSBAD, CA 92008, BUILDING B Drawing Name: BLDG-B PVCC-FP3-6 PIPING 8 INCH UNDERGROUND Calculation Date: 10/4/2018 Design Remote Area Number: AREA #1 Remote Area Location: SYSTEM #3 Occupancy Classification: ESFR Commodity Classification: 35' MAX STORAGE - 40' MAX ROOF Density: 60.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated Pendent No. of sprinklers calculated: 12 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 2596.15 @ 126.861 Type of System: WET Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 1000 Date: 03.01.17 Location: WHIPTAIL LOOP BETWEEN CAZELLE & CARIBOU Source: CARLSBAD FIRE DEPARTMENT Name of Contractor: WESTERN FIRE PROTECTION, INC. Address: 13630 DANIELSON ST., POWAY, CA. 92064 Phone Number: 858.5153.4949 Name of designer: R. HOEKSTRA Authority Having Jurisdiction: CARLSBAD FIRE DISTRICT Notes Automatic peaking results Left: 126.931 Right: 126.754 I& M.E.P.CAD, Inc. JAutoSPRINK 2018 04.2.9.0 AREA #1 10/4/201811:56:47AM Page 1 I I I I I I I I I I I I I I I I I I I Job Number: 17-0902PVCC - BLDG-B Pasrsasrt fl ot.'rinbrcn 1APA lil\ 11111 Hydraulic Summary 10/4/2018 11:57:15AM Page 1 © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.2.9.0 Job Job Number 17-0902 Circuit Description R. HOEKSTRA Job Name: PACIFIC VISTA COMMERCE CENTER State CerbflcatiorriLioansa Number C-16 588039 Address 1 2800 WHIPTAIL LOOP W. PJIJ CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Part Desatipyon BUILDING B Address 3 BUILDING B Dneueirg Name BLDG-B_PVCC-FP3-6_PIPING 8 INCH UNDERGROUND System Remote Area(s) Most Demanding Sprinkler Data 25.2 K-Factor 195.20 at 60.000 Occupancy ESFR Job Suffix PVCC - BLDG-B Hose ailowaooc At Source 250.00 Presgum 60.000 Area otApplication NA Additional 00cc Supplies Part Number Flow(gpm) Number 01 SpttnitJons Calculated 12 C0000age Per Sprinkler 100.00ft2 AutoPoak Results. Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 126.931 Right: 126.754 Total Hose Streams 250.00 System Plow Demand 2346.15 Total Water Requined (Including 11050 Pitowonco( 2596.15 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Aboue Ground 15.06 between nodes 115 and 1004 Maximum Velocity Under Orotund 10.60 between nodes 5 and 6 Volume capacity of Wet Pipes 25527.699a1 Volume capacity of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1000 Water Supply 250.00 141.000 108.000 8000.00 136.886 2596.15 126.861 10.025 Contractor Contractor Number WFP INC. Contact Name Coetact Title DESIGN MANAGER Name of Contractor: WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 Extension Address 1 13630 DANIELSON ST. FAX 858.513.1322 Address 2 POWAY, CA. 92064 E-mail Address S Web.Site U I I I I I I I I I I I I I I I I I Job Number: 17-0902PVCC - BLDG-B Renort Descriotio, ESFR (AREA t1 I 111 1Summary Of Outfiowing Devices 10/4/2018 11:56:50AM Page 3 , © M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.2.9.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1001 195.71 195.20 25.2 60.316 Sprinkler 1002 195.21 195.20 25.2 60.006 Sprinkler 1003 195.21 195.20 25.2 60.009 Sprinkler 1004 195.81 195.20 25.2 60.379 Sprinkler 1005 195.70 195.20 25.2 60.310 C> Sprinkler 1006 195.20 195.20 25.2 60.000 Sprinkler 1007 195.20 195.20 25.2 60.003 Sprinkler 1008 195.80 195.20 25.2 60.372 Sprinkler 1009 195.80 195.20 25.2 60.373 Sprinkler 1010 195.30 195.20 25.2 60.060 Sprinkler 1011 195.30 195.20 25.2 60.063 Sprinkler 1012 195.90 195.20 25.2 60.430 r-> Most Demanding Sprinkler Data I I I I I I I I I I I I I I I 1 I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand © (psi) (gpm) Required Pressure (psi) 1000 Water Supply 141.000 108.000 8000.00 136.886 2596.15 126.861 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1000 2-0 Supply 126.861 2346.15 1001 3531/2 Sprinkler 60.316 195.71 1002 35-3% Sprinkler 60.006 195.21 1003 35-3% Sprinkler 60.009 195.21 1004 3531/2 Sprinkler 60.379 195.81 1005 35-5 Sprinkler 60.310 195.70 1006 35-5 Sprinkler 60.000 195.20 1007 35-5 Sprinkler 60.003 195.20 1008 35-5 Sprinkler 60.372 195.80 1009 35-6 Sprinkler 60.373 195.80 1010 35-6 Sprinkler 60.060 195.30 1011 35-6 Sprinkler 60.063 195.30 1012 35-6 Sprinkler 60.430 195.90 1 -3-0 129.001 2 -3-0 128.603 3 4-0 128.210 4 -3-0 120.069 5 -3-0 114.985 6 -3-0 113.290 I ,© M.E.P.CAD, Inc. ] AutoSPRINK 2018 04.2.9.0 10/4/2018 11:56:52AM Page 4 I I I I I I I I I I M I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 7 4-0 111.649 8 4-0 110.971 9 0-9 108.186 10 1111/z 106.928 67 4-0 128.833 76 4-0 128.702 78 4-0 120.882 100 3551/2 77.855 101 3561/2 77.467 102 3571/2 77.108 103 35-8% 76.774 104 3591/2 76.463 105 35-9 76.227 106 35-7 76.056 107 35'-5% 75.903 108 3531/2 75.765 109 3511/2 75.642 110 35'-0 75.534 111 34-10 75.447 112 34-8 75.381 113 34'-6% 75.334 114 34-4% 75.347 115 3421/2 75.398 I I I I I I I I I I I I I I I I &© M.E.P.CAD, Inc. 4a AutoSPRINK 2018 04.2.9.0 10/4/2018 11:56:52AM Paqe 5 I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 200 35-51/2 74.751 201 3561/2 74.711 202 3571/2 74.662 203 358l/2 74.599 204 3591/2 74.518 205 35-8% 74.484 206 35-6 74.493 207 35-3% 74.479 208 35-1 74.441 209 34-10% 74.378 210 34'-9 73.072 211 34-7% 72.886 212 34-6% 72.648 213 34-5 72.351 214 34-4 72.235 215 34-2% 72.235 I I I I ,,© M.E.P.CAD, Inc. 4JAutoSPRINK 2018 04.2.9.0 10/4/2018 11:56:52AM Paqe 6 I 1 I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information FNodel Elev I Flow added Fittings & Length C Factor Total(Pt) Notes (Foot) K-Factor this step Nominal ID Devices (Foot) FiFining/Device (Equivalent ___ Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 1006 35-5 25.2 195.20 3 (See 10-0 120 60.000 Route I Notes) Sprinkler 1007 35-5 14.24 3.3160 0.000255 10-0 0.003 1007 35-5 25.2 195.20 3 (See 101-0 120 0030 60. Sprinkler Notes) 1008 35-5 209.44 3.3160 0.036918 10-0 0.369 1008 35-5 25.2 195.80 3 (See 75'- 21/2 120 60.372 Sprinkler, 40-101/2 0.444 Notes) 114 3441/2 405.25 3.3160 0.125182 fT(19-0), P0(21 -il) 116-1 14.531 114 3441/z 405.45 8 10'-O 120 75.347 Flow (q) from Route 3 -0.066 113 3461/2 810.70 8.2490 0.005335 10'-O 0.053 113 34-6% 404.65 8 10-0 120 75.334 Flow (q) from Route 5 -0.066 112 34-8 1215.34 8.2490 0.011284 101-0 0.113 112 348 109.48 8 10-0 120 75. 381 Flow (q) from Route 2 -0.066 111 34-10 1324.82 8.2490 0.013236 10-0 0.132 111 34-10 106.27 8 10-0 120 75.447 Flow (q) from Route 9 -0.066 110 35-0 1431.09 8.2490 0.015267 10-0 0.153 110 35-0 104.59 8 10-0 120 75. 534 Flow (q) from Route 10 -0.066 109 35-1% 1535.68 8.2490 0.017395 10-0 0.174 109 3511/2 68.52 8 10-0 120 75.642 Flow (q) from Route 16 -0.066 108 353% 1604.20 8.2490 0.018858 10-0 0.189 108 35-3 % 69.37 8 10-0 120 75.765 Flow (q) from Route 17 -0.066 107 35-5% 1673.57 8.2490 0.020395 10-0 0.204 107 35-5 % 67.56 8 10-0 120 75.903 Flow (q) from Route 20 -0.066 106 35-7 1741.13 8.2490 0.021944 10-0 0.219 I(,© M.E.P.CAD, Inc. 10,11 AutoSPRINK 2018 04.2.9.0 AREA #1 10/4/2018 11:56:54AM Page 7 IJob Name: PACIFIC VISTA COMMERCE CENTER I Remote Area Number: AREA #1 I I Date: 10/4/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) Devices K-Factor this step Nominal ID (Foot) Fitting/Device (Equivalent (q) ___________ Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable, are added Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Node 2 Actual ID Length Total (Foot) (Foot) (Foot) (psi) Friction(Pf) directly to (PQ and shown as 106 35-7 74.14 8 10-0 120 76. 056 Flow (q) from Route 18 -0.066 105 35-9 1815.27 8.2490 101-0 0.023704 0.237 105 35-9 77.88 8 Flow (q) from Route 19 9'-11V2 120 76.227 -0.019 104 3591/2 1893.15 8.2490 - 0.025620 9111/2 0.256 104 35-9 V2 74.26 8 Flow (q) from Route 11 10-U 120 76.463 0.036 103 35-8% 1967.42 8.2490 101-0 0.027510 0.275 103 35-8 V2 87.54 8 Flow (q) from Route 12 10,-U 120 76.774 0.036 102 35-71/2 2054.95 8.2490 101-0 0.029817 0.298 102 35'-7V2 93.26 8 Flow (q) from Route 13 10-U 120 77.108 0.036 101 35-6% 2148.21 8.2490 101-0 0.032368 0.324 101 35-6% 99.48 8 Flow (q) from Route 14 10,-U 120 77.467 0.036 100 35-5% 2247.69 8.2490 101-0 0.035196 0.352 100 35-5 % 98.46 8 (See Flow (q) from Route 15 21291/2 120 77.855 Notes) 169-11/2 14.522 10 1-11% 2346.15 8.2490 381-11 14.551 0.038101 4fE(15'-3), f(-0.000), CV(52-10 BV(14'-l), P0(41-1%) 10 1-11% 10 (See 6-8% 120 106.928 Notes) 53-3 0.526 9 0-9 2346.15 10.4200 59-11% 0.012212 0.732 2E(26'-7%) 9 0-9 10 (See 89 150 108.186 Notes) 97-1 1.626 8 -3-0 2346.15 9.7900 105-10lO 0.010950 1.159 E(29'-8), T(67'-5) 8 -3-0 10 (See 35'-U 150 110.971 Notes) 18-9 0.000 7 -3-0 2346.15 9.5100 0.012612 53-9 0.678 LtE(18'-9) 7 4-0 10 (See 111-0 150 111.649 Notes) 138-11 6 -3-0 2346.15 9.79U0 0.010950 3LtE(21'-7), sCV(74'-2) 149-11 1.641 AREA#1 10/4/2018 11:56:54AM Page 8 I I I I I 1 I I I I I I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 I Date: 10/4/2018 Pipe Information Elev 1 Node I (Foot) Devices K-Factor this step Nominal ID (Foot) Fitting/Device (Equivalent Flow added Fittings & Length C Factor Total(Pt) Notes np+k (q) ___________ Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev, 2 Total Flow Equiv. (Foot) Node 2 Actual ID Length Total Loss Per Unit when applicable, are added (Foot) (Q) (psi) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 6 -3-0 10 (1See 70'0 150 113.290 Notes) 6441/2 -0.000 5 -3-0 2346.15 9.5100 134'-41/2 0.012612 1.695 PIV(5-10), T(58'61/2) 5 4-0 10 (See 680'-0 150 114.985 25-9) Notes) 207-3 887-3 5.084 4 -3'-0 1531.58 9.5100 0.005730 2T(58'-61h), 3EE(12'-10%), 2E( 4 4-0 10 (See 10,-0 140 120.069 Notes) 111-3% 121-3% 3 4-0 1531.58 10.5200 8.141 0.003982 3E(37'-l), BFP(-7.658) 3 -3-0 10 (See 10,-0 150 128.210 Notes) 586h/2 2 4-0 1531.58 9.5100 68-6% 0.005730 0.393 T(58'-6%) 2 4-0 12 (See 850 150 128.603 Notes) 76-7 161-7 0.398 1 -3'-O 1531.58 11.3100 0.002463 GV(6'-ll%), C(69'-7%) 4-0 814.57 12 (See 5,-0 150 129.001 Flow (q) from Route 7 Notes) -2.168 5,-a 0.027 1000 2-0 2346.15 11. 3100 0.005422 Water Supply 250.00 126.861 Hose Allowance At Source Total(Pt) Route 1 1000 2596.15 1006 35-5 25.2 195.20 3 (See 11-0 120 60.000 Route 2 ..... 11-0 0.310 Notes) Sprinkler 1005 35-5 180.96 3.3160 0.028169 1005 35-5 25.2 195.70 3 (See 63'11 120 60.310 Sprinkler, Notes) 40-10% 0.467 104-9% 11.458 214 34-4 376.66 3.3160 0.109336 fT(19'-O), P0(21-11) 214 34-4 376.50 6 10-0 120 72.235 Flow (q) from Route 4 10,-a 0.161 -0.045 213 34-5 753.16 6.3950 0.016086 213 34-5 377.65 6 1130.81 6.3950 0.034118 10,-a 120 72.351 Flow (q) from Route 6 10,-a 0.341 -0.045 4jj AutoSPRINK 2018 04.2.9.0 AREA #1 10/4/2018 11:56:54AM Page 9 I I I I I I I I I I F2127 I , © M.E.P.CAD, Inc. IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information I Node I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) _________________ Friction(Pf) 212 3461/2 3 (See 170'-0 120 Notes) 81-9 72.648 -0.066 112 34-8 109.48 3.3160 251-9 0.011117 2fr(19'-O), P0(21-11) 2.799 75.381 Total(Pt) Route 2 1002 35-31/2 25.2 195.21 3 (See Notes) 101-0 120 60.006 "" Route 3 Sprinkler 1003 3531/2 14.42 3.3160 0.000261 10-0 0.003 1003 3531/2 25.2 195.21 3 (See Notes) 10-0 120 60.009 Sprinkler 1004 35'-3% 209.63 3.3160 0.036980 10.-0 0.370 1004 35-3% 25.2 195.81 3 (See Notes) 763 120 60.379 Sprinkler. 40101/2 0.468 115 3421/2 405.45 3.3160 0.125297 fT(19-0), P0(21-11) 116-11/2 14.551 115 342h/2 8 10-0 120 75.398 -0.066 114 3441/2 405.45 8.2490 0.001481 10.-a Total(Pt) Route 3 0.015 75.347 ' 1002 35-31/2 25.2 195.21 3 (See Notes) 11-0 120 60.006 Sprinkler 1001 35-3% 180.79 3.3160 0.028120 11.-a 0.309 1001 35-3% 25.2 195.71 3 (See Notes) 63'- 11 120 60.316 Sprinkler. 40'-10'/2 0.469 215 34-2% 376.50 3.3160 0.109250 .Route4 fT(19'-O), P0(21-il) 104-9% 11.450 215 34-2% 6 10.-0 120 72.235 -0.045 214 34-4 376.50 6.3950 0.004460 10-0 0.045 72.235 Total(Pt) Route 4 1010 35-6 25.2 195.30 3 (See Notes) la'-O 120 60.060 Route Sprinkler 1011 35-6 13.45 3.3160 0.000230 10,-0 0.002 1011 36-6 25.2 195.30 3 (See Notes) 10,-a 120 60.063 Sprinkler 1E 0.036692 1012 35-6 208.75 3.3160 10,-a 0.367 f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #1 10/4/2018 11:56:54AM Page 10 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Elev I Flow added Fitting & s Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Device s (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pt Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Length LossPer Unit (psi) when applicable, are added __________ Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 1'J'tiY9 vIug. 1012 35-6 25.2 195.90 3 (See 7511/2 120 60.430 Notes) Sprinkler, 40101/2 0.421 113 3461/2 404.65 3.3160 11601/2 0.124839 fT(19'-O), P0(21-11) 14.484 75.334 Total(Pt) Route 5 1010 35-6 25.2 195.30 3 (See 11-0 120 60.060 "•• Route 6 ..... I Sprinkler Notes) 1009 35-6 181.85 3.3160 0.028426 11-0 63'-ll 120 0.313 60.373 1009 35-6 25.2 195.80 3 (See Sprinkler, 40-101/2 0.465 Notes) 213 34'-5 377.65 3.3160 0.109870 fT(19'-O), P0(21-11) 10491/2 11.513 72.351 Total(Pt) Route 6 78 4-0 10 (See 10-0 140 120.882 Route 7 ..... 111-3% Notes) 76 -3-0 814.57 10.5200 0.001238 3E(37-1), BFP(-7.670) 12131/2 7.820 76 4-0 10 (See 160 150 128.702 586h/2 0.001782 Notes) T(58'-61/2) 67 -3-0 814.57 9.5100 73-6% 0.131 128.833 67 -3-0 12 (See 73'0 150 Notes) 146-3 1 -3-0 814.57 11.3100 0.000766 GV(6'-111/2), T(69'-7%), C(69'-7 219-3 0.168 Total(Pt) Route 7 129.001 5 -3-0 io (See 2875-0 150 114.985 Route ..... Notes) T(58'-6%) 434 41/ 78 -3-0 814.57 9.5100 0.001782 9EE(12'-101/2), 4T(58'-6%), E(2 3309-41/2 5.896 6-9) 120.882 Total(Pt) Route 8 212 34 61/z 109.48 6 10-0 120 72.648 Route 9 ..... Flow (q) from Route 2 0045 211 34-7% 1021.33 6.3950 0.028260 10-0 0.283 34-7% 3 (See 1691 11 120 72.886 211 P0(21-il) 81-9 -0.087 Notes) 111 34-10 106.27 3.3160 0.010523 2fT(19-0), P0(21-11) 251'-8/2 2.649 Total(Pt) Route 9 75.447 ,© M.E.P.CAD, Inc. 11 AutoSPRINK 2018 v1 4.2.9.0 AREA #1 10/4/2018 11:56:54AM Page 11 1 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Fitting Length) I Equiv. . (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit ________________ when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to (Pf) and shown as (Foot) 211 34'-71/2 106.27 6 10-0 120 72.886 Route 10 ..... Flow (q) from Route 9 -0.045 210 34-9 915.06 6.3950 0.023062 10-0 0.231 210 34'-9 3 (See 169101/2 120 73.072 P0(21-l1) 110 35'-0 104.59 3.3160 Notes) 81-9 0.010216 -0.109 2fT(19'-O), P0(21-11) 251'-7V2 2.571 75.534 Total(Pt) Route 10 214'1V2 120 74.518 ••• Route ll••••• 204 35-9% 453.00 3 (See Notes) P0(21'-1 1), Flow (q)from 14461/2 Route 22 104 35-9% 74.26 3.3160 0.005422 ______________ 3fT(19'-O), 2C(21'-11), P0(21'- 35881/2 1.945 __________ 76.463 Total(Pt) Route 11 204 35-9% 453.00 6 10-0 120 74.518 Route 12 ..... Flow (q) from Route 22 0.036 203 35-8% 378.73 6.3950 10-0 0.004509 0.045 203 35-8% 3 (See 214-1% 120 74.599 P0(21-11) Notes) 81-9 103 35-8% 87.54 3.3160 296-110.007350 2fT(19'-O), P0(21-11) 2.175 76.774 Total(Pt) Route 12 Route 13 ---- 203 35-8% 87.54 6 10-0 120 74.599 Flow (q) from Route 12 0.036 0.002773 202 35-7% 291.20 6.3950 0.028 202 35-7% 3 (See 21411/2 120 74.662 P0(21-il) Notes) 81 -9 0.000 102 35-7% 93.26 3.3160 0.008264 2fT(19'-O), P0(21-11) 295-11 2.445 77.108 Total(Pt) Route 13 10-0 120 74.662 ••"Route14 ..... 202 35-7% 93.26 6 Flow (q) from Route 13 0.036 201 35-6% 197.94 6.3950 0.001358 10,-0 0.014 201 35-6% 3 (See 214-1% 120 74.711 P0(21-11) Notes) 81-9 0.000 0.009312 2fT(19'-O), PO(21'-11) 101 35-6% 99.48 3.3160 295-11 2.756 77.467 Total(Pt) Route 14 Inc. AutoSPRlNK 2018 AREA #1 10/4/2018 11:56:54AM Page 12 ,©M.E.P.CAD, v14.2.9.0 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Flow added Node 1 K-Factor Fittin gs & Length C Factor Total(Pt) Notes (Foot) this step Nominal ID Devices (Foot) ______________ _________________ Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, I Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) a ngav vaIu 201 3561/2 99.48 6 100 120 74 . 711 Route 15 ..... Flow (q) from Route 14 0.036 200 35'-5Y2 98.46 6.3950 0.000373 10'-0 0.004 200 35-51/2 3 (See 2141h/2 120 74.751 P0(21-li) 125-7 0.009137 0.000 Notes) 2fT(19'-O), 3P0(21'-11) 100 35-5 % 98.46 3.3160 339-8% 3.104 77.855 Total(Pt) Route 15 213101/2 120 74.378 " Route 16. 209 34'-10V2 810.47 3 (See Notes) P0(21'-1 1), Flow (q) from 81'-9 -0.117 ______________ Route 21 0.004673 109 35-1 V2 68.52 3.3160 2fr(19'-0), P0(21-11) 295-7% 1.381 75.642 Total(Pt) Route 16 209 34-10% 810.47 6 10-0 120 74.378 ".• Route 17..... Flow (q) from Route 21 -0.093 208 35-1 741.95 6.3950 0.015646 0.156 208 35-1 3 (See 213'11 120 74.441 P0(21-li) 81-9 0.004780 -0.090 Notes) 2fT(19-0), P0(21-11) 108 35-3% 69.37 3.3160 295-8% 1.414 75.765 Total(Pt) Route 17 10-0 120 74.441 Route 18 ..... 208 35'-1 69.37 6 Flow (q) from Route 17 -0.093 207 35-3% 672.58 6.3950 0.013048 0.131 207 35-3% 6 10-0 120 74.479 -0.093 206 35-6 605.02 6.3950 0.010727 10-0 0.107 206 35-6 3 (See 214'01/2 120 74.493 P0(21-li) -0.036 Notes) 81-9 0.005406 106 35'-7 74.14 3.3160 2fT(19-0), P0(21-11) 295 -10 1.599 76.056 Total(Pt) Route 18 10-0 120 74.493 Route 19 ..... 206 35-6 74.14 6 Flow (q) from Route 18 1 -0.093 205 35-8% 530.88 6.3950 0.008423 I 10-0 0.084 I L,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v1 4.2.9.0 AREA#1 10/4/2018 11:56:54AM Page 13 Date: 10/4/2018 Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, Elev(Pe) when applicable, are added Friction(Pf) directly to (Pf) and shown as 74.484 P0(21-i1) -0.009 2fT(19-0), PO(21'-11) 1.752 76.227 Total(Pt) Route 19 74.479 ••••• Route 2O ..... P0(21-Il) -0.063 2fT(19'-O), 4fE(7'-3%), P0(21'- 11) 1.487 75.903 Total(Pt) Route 20 73.072 ..... Route 21..... Flow (q) from Route 10 -0.057 2fE(10'-0) 1.363 74.378 Total(Pt) Route 21 74.484 Route 22 ..... Flow (q) from Route 19 -0.029 0.063 74.518 Total(Pt) Route 22 I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Pipe Information Elev 1 Flow added Fittings & Length C Factor Node (Foot) K-Factor this step Nominal ID Devices (Foot) (q) Fitting Pf Friction I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) 205 35-8% 3 (See 21411/2 120 Notes) 81-9 105 35-9 77.88 3.3160 295101/2 0.005921 I 210 34'-9 104.59 6 209 34-101/2 810.47 6.3950 205 35.81/2 77.88 6 204 35-91/2 453.00 6.3950 I I I I I I I I (,©M.E.P.CAD, Inc. 4AutoSPRINK 2018 v14.2.9.O 207 35.31/2 3 107 3551/2 67.56 3.3160 (See 215-8% I 120 Notes) 110.111/2 t I 0.004552 326.81/z I (See 54-0 I 120 Notes) 20-0 t I 0.018424 74-0 I 9-11% 120 0.006280 9-11% AREA #1 10/4/2018 11:56:54AM Page 14 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11 %* Elbow Ee2 221/2 Elbow 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 fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I U Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter J Date: 10/4/2018 [C Value Multiplier • Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 I I I I I I I L I I I ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 AREA #1 10/4/2018 11:56:54AM Page 15 — — — — — — — — — — — — — — — — — — — Hydraulic Graph Job Name: PACIFIC VISTA COMMERCE CENTER N 1.85 Remote Area Number: AREA #1 Date: 10/4/2018 150 120 105 90 (n 0 45 30 15 H Static I Pressure 96.5 136.886 141.000 I Water Supply Summary Sheet Node: 1000 2346.15 r2596.15 c 126.861 with 'Hose Allowance at Source 135 System demand curve ' :: 'ILLLLLL'IIIIIIIII q550 3100 4650 6200 9300 7750 10850 Flow - gpm 12400 13950 15500 1A,©M.E.P.CAD, Inc. 41 AutoSPRINK 2018 04.2.9.0 10/4/2018 11:56:49AM Page 2 I CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Pacific Vista Commerce Center SR#: (Assigned upon plan submittal) PROJECT ADDRESS: Carlsbad Oaks North -Lot 23 CITY: Carlsbad PHONE:( 858 ) 560.1141 (SB&O, Inc.) FAX NUMBER: Largest Building (ft. 2 ): 215ksf @ elev. 392' Sprinkled? Yes - ESFR Construction Type:Type V Tilt w/ hybrid SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Whiptail Loop between Gazelle & Caribou TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 141 PSI Hydrant Number (if applicable):H61670 Elevation of test: 375 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 8,000 GPM Residual Pressure 108 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ Title/Org: Pf•_ctManager Date: 03/01/2017 I I I I I I I I I I I L I I I I I I I I I I I I I I I I rl I I I I I I I I ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY -NOT IN SCOPE ES-A-0500/C500N/C500Z Colt"" i Seres C500, C500N, C500Z 1 A M E S Reduced Pressure Detector Assemblies FIRE Sizes: 21/2" - 10' (65 - 250mm) I I I I I I I Features MW C500N OSY I I I I I I I I I I I I Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Replaceable Check Disc Rubber Available with Grooved Butterfly Valve Shutoffs Bottom Mounted Cast Stainless Steel Relief Valve Metered Bypass to Detect Leakage or Theft of Water from the Fire Sprinkler System It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- uct, consult your local water authority, building and plumbing codes. Job Name - Job Location Engineer - Approval - The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for health-hazard non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C500, C500N, C500Z are used to monitor unauthorized use of water from the fire protection system. Specifications The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies shall consist of two independent Link Check modules, a differential pressure relief valve located between and below the two modules, two drip tight shutoff valves, and required test cocks. Link Check modules and relief valve shall be contained within a sleeve accessible single housing constructed from 304 (Schedule 40) stainless steel pipe with groove end connections. Link Checks shall have reversible elastomer discs and in operation produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter registering either gallon or cubic measurements, a reduced pressure zone assembly and required test cocks. Assembly shall be Colt C500, C500N, C500Z as manufactured by the Ames Company. The information contained herein is not intended to replace the full product instal- lation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and prod- uct safety information before beginning the installation of this product. Contractor Approval _________ Contractor's P.O. No. Representative Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. C500, C500N, C500Z ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY -NOT IN SCOPE Configurations Available Models Horizontal Suffix: "Z" pattern horizontal "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Pressure - Temperature Temperature Range: 33°F- 140°F (0.5°C - 60°C) Maximum Working Pressure: 175psi (12.1 bar) Dimensions - Weights SIZE (DN) I]IiIF.1[I1F. WEIGHT in. mm A in. mm C(OSY) in. mm D in. mm G in. mm H in. mm I in. mm J in. mm M in. mm P in. mm C500 lbs. kgs. C500N lbs. kgs. 2½65 303/4 781 163/8 416 61/2 165 291A6 738 21½ 546 151/2 393 8W16 223 211/4 540 133A6 335 142 64 150 68 - 80 313/4 806 18/8 479 6Y16 170 301/4 768 221/4 565 171/8 435 93A6 233 23 584 141/2 368 162 73 175 79 - 100 333/4 857 223/4 578 7 178 33 838 231/2 597 181/2 470 9'5A6 252 261/4 667 153A6 386 178 81 201 91 - 150 431/2 1105 301/8 765 81/2 216 443/4 1137 33¼ 845 233A6 589 131A6 332 321/4 819 19 483 312 142 353 160 8 200 493/4 1264 373/4 959 911A6 246 54½ 1375 1 401/8 1019 1 277Ae 697 1 1511A6 399 367/8 937 213A6 538 497 225 572 259 10 250 573/4 1467 453/4 1162 113As 285 66 1676 1 491/2 1257 1 321/2 826 1 175A6 440 441/2 1124 24 610 797 362 964 437 OSY - UL/FM outside stem and yoke resilient seated gate valves BFG - UL/FM grooved gear operated butterfly valves w/tamper switch *Q5 FxG - Flanged inlet gate connection and grooved outlet gate connection *Q5 GxF - Grooved inlet gate connection and flanged outlet gate connection *Q5 GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions SIZE (ON)DIMENSIONS WEIGHT in. mm in. G mm H in. mm I in. mm J in. mm M in. mm P in. mm C500BFG lbs. kgs. 21/2 65 321/2 826 23 584 151/2 394 9½ 241 193/4 502 15'Vin 402 81 37 3 80 34 864 24 610 165A6 414 101A6 256 211/4 540 161/4 410 84 38 4 100 35% 905 25½ 648 173A6 437 1011/16 279 23½ 597 16% 422 101 46 6 150 1 461/2 1181 1 35¼ 895 1 201/2 521 1 131/2 343 1 271/4 692 19 483 1 174 79 Noryl® is a registered trademark of SABIC Innovative PlasticsTM I I I I I I r- 11 I I I I I I I I *UL Rated Flow 7 I Iz TF4N H 50 100 150 200 250 300 350 gpm 190 380 570 760 950 1140 1330 1pm 7.5 15 fps 2½" (65mm) Service Flow Rated How psi 18 16 14 12 10 E 6 psi 16 14 SUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY - NOT IN SCOPE Approvals Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps ** • Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. FM CIP ® c®us • Rated Flow identifies maximum continuous duty C US Approved performance determined by AWWA. 1047 B64.4 (BFG & OSY Only) • UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. For additional approval information please contact the factory • AWWA Manual M22 [Appendix C] recommends or visit our website at www.amesfirewater.com that the maximum water velocity in services be not more than lOfps. Capacity UL/FM Certified Flow Characteristics N&Z Flow characteristics collected using butterfly shutoff valves. Horizontal ______ N - Pattern -----Z - Pattern I I I I I I 1 I I I I I I I I I I I I psi 6" (150mm) 18 Service Flow Rated Flow UL Rated Flew 16 14 12 10 Ec 6 _JLJ__ 5 8 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fps psi 18 16 14 12 10 3" (80mm) N z H 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 1pm 7.5 15 fps 8" (200mm) Service Flow Rated Flow UL Rated Flow I I I 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps psi 26 22 - 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps 10" (250mm) PSI 16 Service Flow Rated Flow UL Rated Flow - - - - - - 14 12 H - 10 13 8i-C - '- 6 4 - - - - - - 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps Inquire with governing authorities for local installation requirements 4" (100mm) Service Flew Rated Flow *UL Rated Flow j z I ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY -NOT IN SCOPE A M E S FIRE& WATER WORKS A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWater.com USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • AmesFireWatercom ES-A-0500/C500N/C500Z 1417 0 2014 Ames Fire & Waterworks I I I IT] I Li I I I I I I H 1 I I I I P1 I I P I PIPE I I I I I I I I I I I I I I When you specify Allied Schedule-10/Schedule-40 - M-COAT sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - M-COAT gives you the extra quality assurance you demand. Our Sch-10 (11/4"- 8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. I I 1 I ® Galvanized Pipe Schedule-10/Schedule-40 - M-COAT product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. ® Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit fire sprinkler pipe products up to 4.500" in diameter are coated with M-COAT an advanced MIC coating that is FM approved for use in hybrid sprinkle systems. ® American made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. ® Specifications & Approvals Schedule-10/Schedule-40 - M-COAT pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Sch-40 ASTIVI Al 35/A795 M-COAT Specifications 4 NPS NM' Nominal I.D. Nominal Wt. Wt. (H20itt) 'CRR' ln;mm O.D. In; mm ._In ;mm Wall In; mm Lbs/Ft; kg/rn LbffikgIm 1.315 14&, 0.133 1.680 2.05 1 25 33.4 26.6 3.38 . 3.05 - 11/4 1.660 1,380 ' 2.270 2.93 32 42.1 35.1 3 - 3.39 4.36 - 11/2" 1.900 1.610 ,.-"145 20 3.61 40 48.3 40.,' 3.68 5.37 - 2.375 ,ë7 0.154 3.656 5.13 1 50 602" 52.5 1 3.91 2½" ,1875 2.469 0.203 5.80 7.86 1 73 62.7 5.16 8.6 11.73 S. NPS Nominal Nominal I.D. Nominal Wt. Wt. (H20 Filled) CRR O.D. In; mm In; mm Wall In; mm Lbs/Ft; kg/rn LbslFt; kg/rn - 1¼" 1.660 1.442 0.109 1.810 2.525 7.0955 32 42.2 36.6 2.77 2.7 3.75 - 1½" 1.900 1.682 0.109 2.09 3.04 5.6570 40 48.3 42.7 2.77 3.1 4.52 2.375 2.157 0.109 2.640 4.22 4.5827 50 60.3 54.8 2.77 3.9 6.28 - 21/2" 2.875 2.635 0.120 3.530 5.89 3.5196 65 73 66.9 3.05 5.26 8.77 - 3.500 3.260 0.120 4.34 7.94 2.5550 75 88.9 82.8 3.05 6.4 1 11.82 1 - 4.500 4.260 0.120 5.62 11.78 1.6020 100 1 114.3 1 108.20 1 3.05 1 8.3 17.53 - 5.563 5.295 1 0.134 1 7.78 17.33 1.4874 [ 150 6.625 168.3 6.357 161.5 1 0.134 3.40 1 9.3 13.8 23.03 34.27 1 1.025111 - 200 I 219 I 209.50 I 4.78 25.2 I - OCO<~~> APPROVED I I I H U I I I I Pallied TUBE & CONDUIT' A PART OF atkore Customer Service (800) 882-5543 Fax: (800) 659-7730 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 www.alliedtube-sprinkler.com I FM Approved and Fully Listed Sprinkler Pipe Wheatland's Mega-Flow steel fire sprinkler pipe is FM Approved for roll-grooved, plain-end and welded joints for wet systems: and UL, C-UL I and FM Listed for use with roll-grooved, plain- end couplings and welded joints for wet, dry preaction and deluge systems. Mega-Thread is FM Approved for use in wet systems and is UL, I C-UL and FM Listed for wet, dry and preaction sprinkler systems. Approvals and Specifications I Both products meet or exceed these standards: ASTM A795, Type E, Grade A NFPA 13 and NFPA 14 I . Mega-Thread is approved for standard hanger spacing Manufacturing Protocols I Mega-Flow and Mega-Thread are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings Mega-Flow black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Mega-Thread is hot-dip galvanized to meet FM requirements for dry systems and is safer to weld than many zinc-coated, light-wall threadable products. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. I I I I I WEMMM-NITITEA MEGA-THREAD-HOT-DIP GALVANIZED WFS-091516 nfoa'wheatland.com wheatland,com Follow us on Twitter .ccWheatlandTube I F -1 MEGA-FLOW-BLACK 700 South Dock Street I Sharon, PA 16146 P 800 257 8182 F 724..546 7260 4tMG 2-20IRMA Tube A DIVISION OF ZEKELMAN INDUSTRIES %PA[fom 1pdge SittaiIt'aIhe:e.t MEGA-FLOW SPECIFICATIONS NIPS NOM OD NOM ID UL CRR MEGA-FLOW Schedule Schedule Sch Mega-Flow Mega-Flow edule Nominal Pcs./Lift 10 40 40 wt./ft. 1¼ 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 11/2 1.900 1.740 1.682 1.610 2.64 1.00 1.556 61 2 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 2'/ 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3.260 3,068 1.34 1.00 3.349 19 4 4.500 4.316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6.395 6.357 6.065 .75 1.00 8.000 10 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). MEGA-THREAD SPECIFICATIONS NPS NOM OD NOM ID UL CRR MEGA-THREAD Mega-Thread Schedule Mega-Thread Schedule L.W.T. Pipe Nominal Pcs./Lift 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 11/4 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 11/2 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 2 2.375 2.117 2,067 1.00 1.00 .25 3.094 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CPR 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). (9 C (9 APPROVED PROJECT: CONTRACTOR: DATE: I ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: I LOCATIONS: COMMENTS: - As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. BullIi ['IiFire iSprinkler 'iProductIinformation OR (in) 1.660 1.900 2.375 2.815 3.500 4.500 .0. (in) 1.530 1.728 2.203 2.105 3.334 4.310 - Empty Weight (lb/It) 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight (lb/It) 2.019 2.860 3.982 5.299 7.144 11.290 C.R.R. 1.98 3.44 2.18 1.66 1.00 1.00 - Pieces per Lift 61 61 31 30 19 19 - Lift Weight (Ibs) 21 lengths 1,565 2,362 1,810 1,110 1,341 1,982 Lift Weight (Ibs) 24 lengths 1,789 2,700 2,069 2,022 1,533 2,265 Lift weight (Ibs) 25 lengths 1,864 2,812 2,155 2,107 1,596 2,360 [1 I I LI I I I I i1J11! F100 Uj AMMER UL listed (US & Canada) and FM approved ASTM A135 and A795 Type E, Grade A Certified Complies with NFPA-13, 13R and 14 Industry-Leading hydraulic characteristics CRR of 1.0 and greater \. All pipe NDT weld tested I eake NO (dpe I CERTIFIED I1I 'v ©C[ We have the most stocking Locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard II" bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems \. The only maker with EPDs (to help earn LEED points). \\ [01 NFPA 800.325.4467 sales@BuIlMooselndustries.com As the Leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. Bull Moose Fire Sprinkler Pipe Product information - , OR (in) 1.295 1.650 1.900 2.315 I.D. (in) 1.083 1.418 1.654 2.123 Empty Weight (lb/ft) 1.451 2.070 2.547 3.308 water Filled weight (b/It) 1.860 2.154 3.468 4.842 ,. C.R.R. 1.00 1.00 1.00 1.00 Pieces per Lift 10 51 44 30 Lift Weight (Ibs) 21 lengths 2,148 2,211 1 2,353 2,084 - Lift Weight (Ibs) 24 'lengths 2,454 2,534 2,690 1 2,382 • Lift weight (Ibs) 25 lengths 2,557 2,639 2,802 2,481 E907MAD 40 ATtI: I I I I I I I I I I UL listed (US & Canada) and FM approved ASTM A135 and A795 Type E, Grade A Certified Complies with NFPA-13, 13R and 14 Industry-leading hyd rauUc characteristics CRR of 1.0 and greater N All pipe NDT weld tested li rutl CER TINED . . ME 101 ve uddil iii i We have the most stocking locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard II" bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe® red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems The only maker with EPDs (to help earn LEED points). ONFSA NFPA 800.325.4461 sales®BullMooselndustries.cOm I I I I FITTINGS I I U LI I I I I I I I I I I U I 1 Ductile Iron Threaded Fittings I I I ' I I I I I I I I U I SMITH,.-COOPER7 Ductile iron Threaded Fittings SpecIfications I II branded ductile iron threaded fittings are UL Listed and FM Approved at 500 psi Rated to 300 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 < FM > Fittings are 100% air tested APPROVED NPT threads on all fittings cenform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 90C 1:2008 and ISO 14001 Temperature Working Pressure, Nonshock psiG Degrees F 300# Class Threaded Fittings -20 to 100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 - 380 500 360 340 550 600 320 650 300 I I I I I I I I I I 1 I I I I I I I I I I I 2 35E 3020 225 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 90° Reducing Elbow Size in Pad Number ____ A in B in Packing Weight lb Inner Master 3/4x 1/2 1 x 1/2 1x3/4 35RE3006004 35RE3010004 35RE3010006 1.20 1.26 1.38 1.22 1.36 1.45 1.53 1.63 80 70 160 140 0.3 0.4 0.4 50 100 1-114x 1/2 1-1/4 x3/4 1-1/4x1 1-1/2x 1/2 1-1/2x 3/4 1-1/2x1 1-1/2x1-1/4 2x 1/2 2x 3/4 2x1 2x1-1/4 2x1-1/2 2-1/2 x 1-1/2 2-1/2 x 2 35RE3012004 35RE3012006 1.34 1.45 1,58 35 70 70 0.5 0.6 35 35RE3012010 35RE3014004 35RE3014006 35RE3014010 35RE3014012 35RE3020004 35RE3020006 35RE3020010 1.67 30 60 60 0.7 1.52 -1 5-2 1.65 1.75 30 0.6 -1 7-5 1.80 25 20 50 40 0.7 0.8 1.82 - 1.88 18 18 36 1.0 1.60 1.60 1,73 1.90 2.02 2.16 1.97 1.97 2.02 36 1.0 __18 16 36 32 1.0 1.2 35RE3020012 35RE3020014 35RE3024014 35RE3024020 2.10 2.16 2.51 2.60 12 10 6 6 24 20 1.3 1.5 12 2.2 2.39 12 2.5 0 Fig. 35F 3-45° Elbow Size in Pad Number A in Packing Weight lb Inner Master - 1/2 3/4 1 1-1/4 1-1/2 - 35F 3004 35F 3006 35F 3010 35F 3012 35F 3014 0.88 0.98 1.13 1.29 1.44 150 80 - 300 0.2 0.3 160 40 25 20 80 50 40 0.5 0.7 1.0 2 2-112 35F 3020 35F3024 1.69 10 20 1.6 2.7 1.95 4 1 8 Size in Part Number A in Packing Weight lb Inner Master 1/2 - 3/4 35T3004 1.13 80 160 0.3 3513006 1.31 30 60 0.5 1 1-1/4 1-1/2 35T 3010 1.50 25 50 0.7 3513012 35T3014 1.75 1.94 10 10 20 20 1.1 1.5 12 3513020 2.25 6 12 2.4 2-1/2 35T3024 2.70 4 8 4.3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Fig. 35RT3 - Reducing Tee C@US APPROVED LISTED I Size in Part Number A in B in C in Packing Weight lb Inner Master 314x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 1x1/2 35RT3010004 126 1.26 1.36 30 60 0.6 1x1/2x1 35RT3010004010 1.50 1.36 1.50 30 60 0.6 1 x314 1x3/4x3/4 , 1x3/4x1 - 1-1/4 x 1/2 1-1/4x1/2x1-1/4 1-1/4x314 1-1/4x3/4x1-1/4 1-1/4x1 1-1/4x1x1/2 1-1/4x1x3/4 1-1/4x1x1 1-1/4x1x1-1/4 1-1/2x1/2 1-1/2x1/2x1-1/4 .1-.17i.L2x1-1/2 1-1/2x3/4 1-1/2x3/4x1-1/4 1-1/2x3/4x1-1/2 1-1/2x1 1-1/2x1x1/2 1-1/2x1x3/4 1-1/2x1xl 1-1/2xlx1-1/4 1-1/2x1 x1-1/2 1-1/2x 1-1/4 1-1/2x1-114x1/2 1-1/2x1-1/4x3/4 1-1/2x1-1/4x1 1-1/2 x 1-1/4 x 1-1/4 1-1/2x1-1/4x1-1,'2 2x1/2 2x3/4 2x1 2 x 1 x 2 2x1-1/4 , 2x1-1/4x2 2x1-1/2 2 x 1-1/2 x 1/2 2x1-1/2x3/4 2x1-1/2x1 2x1-1/2x1-1/4 2x1-1/2x1-1/2 35RT3010006 358T3010006006 1.38 1.38 1.45 25 50 0.6 1.38 1.31 1.45 35 70 0.6 35RT3010006010 35R13012004 35RT3012004012 35RT3012006 35RT3012006012 35R13012010 35RT3012010004 35RT3012010006 35R13012010010 35R13012010012 35RT3014004 35R13014004012 1.50 1.34 1.45 1.50 25 50 0.7 1.34 1.53 20 40 0,8 1.75 1.53 1.75 25 50 0.9 1.45 1.45 1.62 15 30 0.9 1.75 1.62 1.58 1.75 20 15 40 1.0 1.0 1.58 1.67 30 50 1.34 1.26 1.53 25 20 20 0.7 1.45 1.58 1.75 1.41 1.38 1.50 1.63 1.69 40 40 30 32 48 24 0.8 0.9 1.69 1.41 1.56 1.75 1.66 1.88 15 16 24 12 1.0 1.0 1.1 1.2 1.81 35R13014004014 35RT3014006 35RT3014006012 1.94 1.66 1.94 1.52 1.94 1.52 1.66 1.75 1.88 16 20 32 1.1 1.1 40 35R13014006014 35RT3014010 35RT3014010004 35R13014010006 35RT3014010010 35R13014010012 35RT3014010014 35R13014012 35RT3014012004 35R13014012006 35RT3014012010 35RT3014012012 358T3014012014 35RT3020004 35RT3020006 1.94 1.75 1.94 18 36 1.2 1.65 1.44 1.50 1.65 1.82 1.65 1.25 1.44 1.50 1.67 1.80 1.69 1,75 1.80 12 20 16 16 12 24 40 32 1.2 0.8 0.9 1.0 1.2 32 24 1.88 1.94 1.82 1.41 1.52 1.65 1.82 1.80 1.82 1.94 1.88 12 12 16 16 24 1.3 24 1.4 1.34, 1.45 1.66 1.75 32 32 0.9 1.0 1.58 1.80 1.88 16 14 32 1.1 1.75 28 1.3 1.94 1.49 1.60 1.73 2.25 1.90 2.25 2.02 1.49 1.60 1.73 1.88 1.49 1.60 1.73 2.02 1.90 2.10 2.02 1.41 1.52 1.65 1.94 1.88 1.97 2.02 2.25 2.10 2.25 ' 2.16 1.88 1.97 2.02 14 10 10 8 8 8 28 20 20 16 16 16 1.4 1.5 1.6 35RT3020010 35R13020010020 35RT3020012 35R13020012020 35RT3020014 35R13020014004 35RT3020014006 1.7 , 1.9 1.9 8 8 10 10 8 16 20 20 16 --2.-l- 2.0 1.3 1.4 35RT3020014010 16 1.5 35RT3020014012 35RT3020014014 1.90 1.82 2.10 8 8 16 1.7 1.8 2.02 1 1.94 2.16 16 Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x 1 1 x '1-1/4 35BT3006010 35BT3010012 , 1.45 1.67 1.45 1.67 , 1.37 1.58 30 20 60 40 0.6 0.9 1x1-1/2 35B13010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1x1-1/2 1-1/4 x1-1/2 35B13012010014 35B13012014 1.88 1.80 1.82 1.82 1.90 15 30 1.2 1.88 2.10 2.16 2.16 1.88 2.10 15 30 1.3 1-1/4x2 1-1/2x1-1/4 x2 1-1/2x2 35BT3012020 10 20 1.6 1.8 1.8 35B13014012020 35813014020 2.10 2.16 2.02 2.02 10 8 20 16 I Li I Dl SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.srnithcooper.com 112 I I I I I I I I I I I [1 Li Fig. 35CP3 - Straight Coupling with Ribs C&US <~> APPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 35CP3004 0jg.O06_ 1.38 1.63 200 100 400 200 0.1 0.2 3/4 1 35CP3010 60 120 0.4 1-1/4 1-1/2 - 2-1/2 35CP3012 -2.00 2.19 - 2.62 3.00 25 70 30 0 0.7 - 35CP3014 35cP3020 - 35CP3024 15 - 9 18 2.2 Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master lx 1/2 35RC3010004 1.69 80 160 0.3 - 1 x3/4 35RC3010006 1.69 60 120 0.4 1-1/4x3/4 35RC3012006 2.06 40 80 0.6 2x 1 (not hex) I 354C3020010 1.0 2.81 20 40 I Ijj.,tPI k%,S~ I Fig. 35U 3- Union with Brass Seat Size in Part Number ______________ A in Packing Weight lb Inner Master 1 1-1/4 1-112 35U 3010 35U 3012 35U 3014 _55U_30201__3_1_21 2.19 20 40 1.0 - 2.50 - 15 30 20 1.2 - 1.7 2.62 10 2 3.12 6 12 1 2.4 I I I Fig. 35HB3 - Hex Bushing Size in Part Number A in Packing Weight lb Inner Master 35H83010004 1.06 180 360 0.2 7ii1 /2 35HB3010006 1. 180 -.-. 0.1 90 180 1-1/4x1 1.19 0.2 1-1/2x1 35HB30140!O-4.75 150 OA 1-1/2x1-1/4 35HB3014012 1.25 150 0.3 2 x 1- 35HB3020010 1.38 40 0.6 2x1-1/4 35HB3020012 1.38 40 80 0.6 2x1-1/2 35HB3020014 1.38 40 80 0.6 Fig. 355P3 - Square Head Plug Size in Part N umber U 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 80 160 0.4 2 35SP3020 1.50 45 90 0.6 I 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com Fig. 35RX3 - Reducing Cross Size Part Number A in B in Packing Weight lb Inner Master 1-1/4x1 35R 1.67 1.58 15 30 1.2 1-1/2x1 35RX3014010 1.8 5 12 24 1.4 2x 1 35RX3020010 2.02 1.73 16 2.0 Fig. 35C3—Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 - 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 1.16 110 220 0.2 1 3503010 1-1/4 35C 3012 1.28 70 140 0.4 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 .-. 0.8 . 1.70 2-1/2 35C 3024 18 36 1.6 Fig. 358C3 - Beam Clamp ize in Part N umber U r A in Packing Weight I lb Inner I Master 3/8 - 35B03003 100 200 0.3 1/2 35B03004 0.75 160 0.5 I I p_p I I I I I I I I I I I C@US APPROVED Fig. 35X 3— Cross LISTED Size ----in Part Number A in Packing Weight 1b Inner Master 2 35X 3014 2.25 35X 3020 6 H I I SMITH-COOPER INTERNATIONALS • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com 114 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. C FM approved for service in 1112 -. 4' pipe. UL Listed for service up to 4' pipe Only. @ UL Listed for service up to 3 only. Le notes on page 4 FireLock® Rigid Coupling ® .rZS (LpcandVdsApproved, SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS I STYLE 005 WITH VIC-PLIJSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock® Style 005 rigid coupling has a unique, patented angle-pad design which allows the 0 I housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This PATENTED I reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. ItGaet System I Vic.PIusTM Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-PlusTM System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. I Exaggerated for clarity I I I LISTING/APPROVALS I I I I I I I JOB/OWNER System No. I Location CONTRACTOR ENGINEER Submitted By Spec Sect Para__________ Date Approved Date I www.victaulic.com -takc VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. tc Dl I 1fl(V) 1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 1U.0 I FireLock® Rigid Coupling I STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) I DIMENSIONS No - Size Dimensions - Inches/mm -Wgt. Each Boft/Nut@ Approx. Ulm _2_ L 'oI 114 1.660 350 755 0.05 2-1/8x2¼ 2.75 4.50 1.88 1.2 32 L 42.4 + 241. -. 3 4. + -- l- - - 3370 1.2 70 114 148 - 0.5 --.. - -- 4.-- 4- -- 11/2 1.900 350 990 0.05 3%x2¼ 3.00 4.75 1.88 1.2 2- 40 48.3 2413 4415 1.2 76 121 148 0.5 Rated for wet and dry sprinkler systems at 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 -- .-~ --- 'F-- 4- -------..- -1--- -+ - + 2-4 x 2½ 350p51/2413kPa for 1'/4 - 4/32 - 100mm 50 60.3 2413 6900 1.7 89 133 148 I 0.7 s1ze5and300 psi /2068kPa for 4¼-8'7108 2½ F 2.875 350 2270 0.07 - 4.00 +1.88 -1.9 - 3.000 350 2475 0.07 200mm sizes; Schedule 10 roll grooved or 65 73.0 2413 10110 1.7 2- /s x 2½ 102 146 148 .09 Schedule 40 cut or roll grooved steel pipe. 4. .. - .4- - -_ 4 - - - 4----. - 4..-. - - .4. - - ___ __ .4. 4- -. Style 005 is rigid and does not accommodate 76.1 mm 761 2413 11010 1 7 2- 3/ x 2 /2 4.13 5.75 1.88 1.9 105 146 148 09 expansion, contraction or angular deflection. . 4. - . .4- . + . ± . - ,. -- .5. - - . - 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2 - Mx 2½118 156 148 1.0 4 4.500 350 5565 + 0.16 5 - . + - - - . - .75 7.25 2.13 3.1 100 2-3/sx2½ 114.3 2413 24770 4,1 146 184 54 1.4 F + . + ., - 4- - 2- 4.250 300 4255 0.16 5.63 7.25 2.13 3.1 108.0mm ¼x2½ 108.0 2068 18940 4.1 143 184 54 1.4 r - - - 4. . .+ ----1--- -- 5 5.563 300 7290 . 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2- x3 175 229 54 2.0 F- ' + -p - + 9- .- + -I- - 133,0mm 2- ½x 2445.250 300 6495 0.16 . 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 . 168 229 54 2.0 -- 139.7mm 5.500 300 7125 0.16 2-½x23% 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 -- 6 6.625 300 10340 0.16 2 3 8.00 10.00 2.13 5.0 -½x 150 168.3 2068 46020 4,1 203 254 53 2,3 I- - 4. .. -p _ - . 4... -- 4.. 4. - .4. 5.. - 159.0mm 6.250 300 9200 0.16 2-1/2x2Y, 7.63 10.00 2.13 5.5 5. . - 4.. _ 159.0 . 2068 . 40955 4.1 194 254 54 25 - 4- 4. - . 4.. - 165.1 mm 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 2- 1.12 x 3 207 254 54 I 2.5 8 8. 2 - 5/ x 4¼ 625 300 17525 0.19 10.50 13.14 2.63 11.3 200 , 219.1 . 2068 78000 4.8 267 . 334 . 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar/175 psi. I I I I I I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. XOAC--ta U -1i ce 1A'V) ') O_5I I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS I FireLock® Rigid Coupling I STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM - Type A Vic-Plus°" Gasket System (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade E" Type A Vic-PIus Gasket System, requiring no field lubrication for most installation conditions. Grade L" Silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below O°F/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. I I I I I I 1 I I I I I I I I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. \/tauIiC ocII 1rcn 13 FireLock® Rigid Coupling I STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) I GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 1. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the I-lOU Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I I I I I I Ii I I I For complete contact information, visit www.victaulic.com 10.02 1538REV1 UPDATED 9/2006 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. in n III II IlIllillIl IIlIlIIIlIllI II lIIlI III Ill WCAS-697KR4 htauiicr I I I I I FireLock EZ® Rigid Coupling STYLE OO9N I I I The FireLock EZ Style 009N coupling is a rigid, installation-ready coupling for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009N couplings are recommended for use ONLY on fire protection systems I PATENTED LISTINGS/APPROVALS * 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. I Standard Pipe 1V4 175 365 365 365 365 32 1206 2517 2517 2517 2517 1½ 175 365 365 365 365 I 40 1206 2517 2517_+ 2517 2517 2 175 365 365 365 365 50 -+ 1206 2517 + 2517 2517 2517 2112 N/A 365 365 365 365 65 2517 2517 2517 2517 I 76.1 mm 365 365 365 365 2517 2517 + 2517 + 2517 3 365 365 365 365 so N/A t 2517 2517 2517 2.517 - - - - - ' 108 mm Refer to Submittal 10.61 365 365 365 - 365 100 N 2517 - 2517 L 2517 2517 - 133 mm Refer to Submittal 10.61 I 139.7 mm Refer to Submittal 10.61 1 165.1 mm Refer to Submittal 10.61 150 Refer to Submittal 10.61 I * Listed/Approved for wet and dry pipe systems (> —40°F/-40°C) for continuous use in freezing conditions, use of silicone gaskets is recommended. Please refer to the Victaulic Installation Manual (I-009N/009H) for details concerning when supplemental lubrication is required. I I JOB/OWNER I System No. Location 1 I CONTRACTOR ENGINEER Submitted By Spec Sect Para__________ Date Approved Date_________________________________ \4taulicr 10.64 1 www.victaulic.com VIcTAuLIC IS REGISTERED TRADEMARK OF vICTAuLIc COMPANY. 02013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV B I IRS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.64 FireLock EZ® Rigid Coupling STYLE OO9N LISTINGS/APPROVALS Speciality Pipe .iLiL 1Size MUM r! 300 300 300 300 300 300 BLT 1V4-2 2068 2068 EZT 1V4-2 2068 +2068MT 1¼-2 2068 2068 4- 300 300 - ¼-4 300 300 300 FF 1 DF 1¼-4 ~ 2068 2068 - - ± 2068 2068 MLT 1¼-2 N/A ~2068 - DT /4-2 300 300 FLF 11/4 -4 N/A 300 300 1 2068 2068 ST 1 ¼ - 2 N/A ~2068 - - -- ~2068 EF 1¼-4 175 175 FLT 1¼-2N/A 300 STF 1/4-4 N/A 300 1206 1206 - 2068 - 2068 - 300 300 FLTL 1/4-2 N/A 300 TF 2'/4-4 N/A 300 EL 11/4-2 2068 2068 - 300 300 + 4- 2068 + 2068 ET40 1/4-2 2068 2068 GL 1¼-2 300 WLS 1¼-2 300 300 2068 . 2.068 - ~ 2068 - 2068 - 4- 300 300 - - 300 300 175 EZF 2068 2068 MF 1/4-4 2068 2068 WST 1¼-2 N/A 206 XL 1 14-2 300 300 2068 2068 STYLE 009N DIMENSIONS __Max. Max. Allow. ______________ Size Press. Load Sep. t No. - Size J1i.ifln1 _ IIF ]_ii_I ii ____ ii 1¼ + -± 1.660 365 790 I 0.10 2-/sx2 3.10 4.90 2.70 4.90 1.92 1.4 Y 40 48.3 2517 4604 - 2,54 - M10 x 2 84 129 76 129 49 0.7 32 42.4 2517 3514 2.54 -M10x2 79 + ~ .4. 124 69 124 49 0.7 . 4. .4.. - 1½ 1.900 365 1035 0.10 2 -3/8x 2 3130 5.10 3.00 5.10 1.92 1.5 STYLE 009N PRE-ASSEMBLED 2- 2.375 365 1616 0.12 2 -3/8 a 2 3.90 5.60 3.50 5.60 1.95 1.9 (PUSH ON CONDITION) •- 50 60.3 2517 7193 3.05 - M10 x 2 99 142 89 142 50 0.9 + '4- 2½ 2.875 365 2370 0.12 2 - /8 x 2½ 4.50 6.10 4.00 6.10 1.95 2.1 65 73.0 2517 10542 3.05 -MID x2½ 114 155 102 155 50 1.0 1 * .. - 4- - 3.000 365 2580 0.12 2 /8 a 2½ 4.56 6.00 4.05 6.06 1.94 2.1 76.1 mm 76.1 2517 11476 . 3.05 - Mb x 2½ 115,7 152.5 102.8 153.9 49.2 1.0 - 3 3.500 365 3512 0.12 2 - 3/8 a 2½ 510 6.70 4.60 6.70 1.95 2.3 80 88.9 2517 15622 3.05 - -M10x2½ 129 170 117 - 170 50 - 1.0 108 mm Refer to Submittal 10.61 STYLE 009N JOINT ASSEMBLED 4 4.500 365 5805 , 0.17 2 - 3/8 x 2½ 5.95 7.80 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 - - M10 x 2½ 151 - 199 - 141 190 55 1.3 133 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 Refer to Submittal 10.61 150 * 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 page 1 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown in the chart on page 1, specific to pipe schedule and size. 8 The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. I I www.victaulic.com vIcTAULIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. 10.64 2 4tauIic REV B I F] [1 I I I I I I I I I I I I FireLock EZ® STYLE 009N I. MATERIAL SPECIFICATIONS I I I I Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America, Asia Pacific) Red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N couplings, use I FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps con- taining 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 I Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop, that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. I. INSTALLATION See publication: I-009N/009H. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment I of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. I. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be I 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. I For complete contact information, visit www.victaulic.com 10.64 7072 REV B UPDATED 02/2013 ictaulic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. e 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1064 ENGINEER Spec Sect Para I -JOB/OWNER System No. ILocation - CONTRACTOR Submitted By Date Approved Date 1 [1 I I I Coupling STYLE 75 ® J ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psiI3450kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade NT" nitrite Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/l-66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. LI I I I I I I I I I I www.victautic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. Dril U jtauiacr I I CARBON STEEL PIPE - GROOVED COUPLINGS Coupling STYLE 75 Ub.0 DIMENSIONS am (MID 1 1.315 500 680 0-0.06 - ' 0.57 -, ' 2.38 4.27 1.77 1.3 25 33.4 3450 3025 0- 48 61 108 45 0.6 F - 1- - 4- .. .. + - -- + 4 t - 4- 1 ¼ 1.660 500 1080 0-0.06 2 - 10 0.45 2- 5s x 2 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0- 1.6 38 68 117 45 0.6 4- -- 4-- - --4. -- -.. - .4 +.... ------.4. . 4....... 4. 1½ 1.900 500 I 1.420 0-0.06 0.40 -3/x' 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 33 74 122 45 0.6 4- 4..-------.4.-.- . . ., -. -. 2 2.375 500 2.215 0-0.06 1 -31 0.32 - ¼ x 2 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0- 1.6 26 87 133 48 0.8 + - -- + 4- 4. .4 . .9.. -------._._.4.. -_ 4,.. 2 /2 2.875 500 3.245 0-0.06 0.26 1'- 15 2-Sax 2 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0-1.6 22 98 144 48 0.9 76.1 mm* 3.000 500 3.535 0-0.06 . 1 -12 0.26 2--/ax2 4.00 5.90 1.88 1.9 76.1 3450 15730 0-1.6 22 102 150 48 0.9 I- . - 4. - 4- - - . --, -- 3 3.500 500 I 4.800 0- 0.06 1 -2 - . 0.22 2- /2 1 3 x2/4 4.50 7.00 1.88 2.9 80 88.9 - 4------- 3450 4----- 21360 0-1.6 - .- r 18 '4- - - 114 - 178 -- - 48 + 1.3 31/2 4.000 500 6.300 0-0.06 0"- 54' 0.19 2 1 ' /, x 2/ 5.00 7.50 1.88 2.9 90 - 01.6 3450 28035 0-1.6 16 - 127 191 48 1.3 4 4.500 500 7.950 0-0.13 . , 1 -36 0.34 1' 2-/2 x 2 3' 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0- 3.2 28 147 204 54 1.9 + + 4. -- -- -4. .-.-.----~ -.4 080mm 4.250 450 6.380 0-0.13 035 2 12 700 - X sss 7.79 2.13 3.7 3100 28395 0-3.2 1 - 41' 29 - 141 19 8 54 1.7 - , * 4½ , 5.000 450 8.820 0-0,13 1"- 26' - 0.25 2 - 5/8 x v 6.13 9.43 2.13 5.5 120 27.0 3100 39250 0-3.2 21 - 156 240 54 2.5 4- + ---- ------ ------~ -t- - - ------- - 5 5.563 450 0,935 0-0.13 1 -18 0.27 1 2-/8x3 /4 6.88 10.07 2.1-3 5.8 125 141.3 3100 48660 0-3.2 23 175 256 54 2.6 mm - 5.250 450 9.735 0-0.13 0.28 - 16 X 6.55 9.37 2.13 6.0 133.0 3100 43325 0- 3.2 - 24 - 166 238 54 2.7 F -- 9- --- + .......... . . - .4. - . -4. 9- - _ 4- -. - 139.7 mm 5.500 450 10.665 0-0.13 . 1 - 18 0.28 . 2 - /8 33/4 6.80 9.59 2.13 6.3 139.7 3100 47460 0-3.2 24 4. 173 244 4- ------- 54 2.9 152.4 mm 6.000 450 12.735 0-0.13 1 - 12 0.21 2- /8 x 7,38 10.48 1.88 6.2 152.4 3100 56670 0-3.2 I 8 187 266 48 2.8 4- - - - -3- + + -4 - + + - 9, '-' -' 6 6.625 450 15.525 0-0.13 1"- , 0.23 2- 5/. x 31/ 8.00 11.07 2.13 7.0 150 I 168.3 3100 69085 - 0-3.2 18 - 203 281 54 3.2 I I I I I www.victaulic.com Aic-ta-uhcr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. Ar nr " DI 13 I I El I I I I I I 1 I CARBON STEEL PIPE - GROOVED COUPLINGS Ub.0 Coupling STYLE 75 DIMENSIONS Ii 1ilID i11ii 1590 mm 6.250 450 13.800 0-0.13 1 , 0.24 2-16x82.5 7.63 10.49 2.13 6.8 159.0 3100 61405 0-3.2 20 4- -- --4- 194 266 ---4-- 54 3.1 1651 mm * 6.500 450 14.940 0-0.13 -6' 0.23 x 3 7.84 10.66 - --4- 2.06 -- 7.2 165.1 3100 t-------4------------+ 66483 0-3.2 4---------4- ........1------4------- 19 199 271 4----- 52 -4---..- 3.3 203.2 mm # 8,000 I 450 22.635 0- 0.13 . - ,, 016 '3 3/ 41/ 9.72 13.33 2.31 12.6 203.2 3100 00725 0-3.2 13 ' 247 339 58 5.7 + -.---. +. - - - + . - 4- -- 4- 4- -- 8 8.625 . 450 26.280 0-0.13 0 50 0.18 , 2- ,'4X4/4 10.34 13.97 2.32 - 12.4 200 219.1 3100 16945 0-3. 2 14 263 355 59 5.6 - - -- - - -.---,-- . 4- -- --- ---- - 4- + - -- - 254.0 mm # 10.000 350 27.500 0-0.13 0 -43 0.15 2- /a x 5/2 12.16 15.81 2.53 20.8 254.0 2400 122375 4- ' 0- 3.2 309 402 64 9.4 1--- - ,. --.4--- .4- - - - 304.8 mm # 12.000 350 - 39.500 0 -0.13 0.. -36, 0.13 - x 5 /2 2- ,'a 14.16 17.69 2.53 23.6 304.8 2400 175775 0-3.2 360 449 64 10.7 * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or Cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. I- 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 1/2720-90mm; 25% for 47100 mm and larger. © Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. F. 2511 1 4 if Li Li I I I I I I www.victaulic.com - VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. X0 ctauI,c OC%I u nc ng 12 I Ii.] I I I H I I Lii I • Coupling I STYLE 75 I WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. [II I I I I I I I I I 1 I I I I I III1IIIIIOIIIIIIlllI III 111111111 II U lI WCAS-6QAQQT For complete contact information, visit www.victaulic.com 06.05 1470 REV H UPDATED 9/2006 Aic-taulic' VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. R 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. n nrl - Reducing Coupling STYLE 750 The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed I to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe during vertical systems assembly is available upon request. I nu SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS I I I Exaggerated for clarity I MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM I A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel I . Optional: Hot dipped galvanized and others Gasket: (Specify choice*): I . Grade "E" EPDM (All other sizes) EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT I RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the I specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. I * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. I • Optional: Assembly Washer: Galvanized, carbon steel Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I I JOB OWNER CONTRACTOR System No. Submitted By Location Date ENGINEER Spec Sect Para__________ Approved Date [1 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. Dril U \4taulicr (tz no 1 IPS CARBON STEEL PIPE - GROOVED COUPLINGS Ub.Uö I . Reducing Coupling SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 I DIMENSIONS aFIr! __ago )?!IIf ZIj TT 33: 1 350 1000 0-0.07 . ., 0 -5, 0.20 2- /8X2 3.38 5.28 1.88 2.7 2 50 25 2410 4450 0-1.8 17 85 134 48 1.2 1 ½ 350 1000 0-0.07 o - 57 0.20 2-/ 8 3.38 5.28 1.88 2.0 40 . 2410 4450 0-1.8 17 85 134 48 1.0 I- - - 4. .. ._ .3_...__ .f. -- + ... .4 2½ 2 500 2215 0-0.07 0 ' 0.16 2- /8x2 4.00 5.93 1.88 3.1 • 65 50 3450 9850 0-1.8 - 14 102 151 48 1.4 -- - + - .--.-.-i. ..+.. - +_ . 4.4...4.. ._ 76.1 mm x 3. 2 350 1550 0-0.07 , 0.16 .> 8 4.38 6.63 1.88 4.6 50 2410 6900 0-1.8 14 111 168 48 2.1 1- .-- + ..- .4 . . t + - + -. 3 2 350 1550 0-0.07 0-39 0.13 2-/2x2~ 4.75 7.13 1.88 4.9 80 50 2410 6900 0-1.8 121 181 48 2.2 2½ 65 I - 500 3450 - + 3250 144o0 . 0-0 .07 0-1.8 . 0 -39 0.13 . . 2-½x27/4 4.75 121 -- ., 7.13 181 .4. 1.88 48 -4- - --- 4.3 2.0 t. - , - -.4.................4- 88.9mm x 76.1 mm 350 2275 0-0.07 0.07 0-39 0.13 2-V2x2,4 4.75 7.13 1.88 4.2 2410 10125 0-1.8 2-'/8x3V . 121 181 . 226 . 48 1.9 • • 100 2 50 I 350 2410 1550 6900 0-013 0-3.2 - 1'- IQ 028 25 65 159 890 225 57 81 3.7 - . ............. 2½ 350 2275 0-0.13 1'- 19 0.28 2-t'8x3V4 6.25 8.90 2.25 8.6 65 2410 . 10125 0-3.2 25 159 226 57 3.9 * .....4 4. -- .. .4. -- + .,. -.- - 80 500 3450 . 4810 21400 0-0.13 0-3.2 I -19 0.28 25 2-/8x3/4 6.00 152 8.90 226 2.25 57 6.7 3.0 I - + - -- .4. . - .• . .. 4. . - .4-. . - . - .4 114.3mm x 76.1 mm 350 2275 0-0.13 . 1 9 0.28 2-5/sx3¼ . 6.25 8.90 2.25 6.9 - j_ .......- 2410 10125 0-3.2 25 159 226 57 3.1 5 4 350 5565 0- 0.13 1 0.22 2- 4X4,4 7.18 10.70 2.13 11.2 • 125 100 2410 24765 0-3.2 19 182 272 54 5.1 6 x 350 - . 5565 0- 0.13 . 0-3.2 - 0'- 52 4. . 0.18 - 13/ x 4'! 8.63 . - .4. .....j__ 11.90 - - . - + 2.25 - . 16.7 - - - 150 100 2410 24765 + 3. 15 181 302 57 7.6 5 350 8500 0-0.13 0,- 52 0.18 2-/ x 4" 8.31 11.90 2.25 12.9 125 2410 37825 0-3.2 15 ' 211 302 57 5.9 165.1 mm x 4 100 350 2410 5565 24765 - 0-0.13 0- 3.2. 0'-55 0.19 2-/x4V 16 8.63 219 ... + 11.90 302 - 2.25 57 15.2 6.9 - ....4.- ..4. . -f 8 6 350 12000 0-0.13 0.13 2-/sx5 10.81 14.88 2.50 22.4 200 150 . 2410 53400 0-3.2 0 -38 11 275 378 . 64 . 10.2 on back cover. Refer to notes Style 750 Reducing couplings should not be used with end caps (#60) in systems where a vacuum may be developed. Contact Victaulic for details. I F0- I x x I I I www.victaulic.com A-C-ta-uhlcr vIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC cOMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. (\nQ ) OI U I I IPS CARBON STEEL PIPE - GROOVED COUPLINGS Reducing Coupling STYLE 750 Ub.Uö SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS FLOW DATA HEAD LOSS The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at ambient temperature. FLOW REDUCING FLOW EXPANDING I I I H I I I I I I I 1 1 I I I I 2 1 5.9 50 25 1.8 1½ 2,0 40 0.6 2½ 2 1.9 65 50 0.6 0.6 :° 80 x 2½ 3.8 65 1.2 3.8 889mm: 76:m 100 . 2½ 6.0 65 1.8 3 6.0 80 1.8 114.3mm x 76.1 mm 6.0 1.8 5 4 3.0 125 100 0.9 6 4 6.0 150 100 1.8 5 . 4.5 125 1.4 165.1 mm x 100 18 8 6 73 200 150 2.2 1 2 ' 2.7 25 50 + 0.8 1½ 2 - 1.9 40 50 0.6 2 2½ 1.0 50 65 9.3 76.1 mm 1.0 0.3 3 . 3.5 80 1.1 4 3.0 100 - 9.9 - 2½ 3 2.5 65 80 0.8 4 3.0 - 100 0.9 76.1 mm x 88.9mm - 114.3mm 0.9 80 100 0.8 4 5 3.3 100 125 1.0 1' 6 . 4.6 150 1.4 I. 165.1 mm 1.4 5 6 2.3 125 150 ' 0.7 + 6 8 6.0 150 200 1.8 www.victaulic.com X/ictauhd VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. OCf U AC no IF U @ SReducing SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 I GENERAL NOTES * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. I WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1112 times the figures shown. I t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 —3 ½720 —90 mm; 25% for I 4/100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. I WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. I 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 I incurring obligations. I 1 US & WORLD HEADQUARTERS CANADA CENTRAL AND SOUTH AMERICA I P.O. Box 31 Easton, PA 18044-0031 USA 905-884-7444 905-884-9774 (fax) 1-610-559-3300 1-610-559-3608 (fax) 4901 Kesslersville Road viccanada@victaulic.com vical@victaulic.com Easton, PA 18040 USA I 1-800-PICK-VIC (1-800-742-5842) EUROPE 32-9-381-15-00 ASIA PACIFIC 86-21-54253300 1-610-559-3300 32-9-380-44-38 (fax) 86-21-54253671 (fax) 1-610-250-8817 (fax) viceuro@victaulic.be vicap@victaulic.com pickvic@victaulic.com I www.victaulic.com UNITED KINGDOM MIDDLE EAST 44 (0)1438741100 971-4-883-88-70 III IlIIIIlIIIII 111111111111111111101111111 44 (0)1438313883 (fax) 971-4-883-88-60 (fax) WCAS-6QAQRU I viceuro@victaulic.be 06.08 1536 REV H I UPDATED 612006 j::tauIjC VICTAULIC IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2006 VICTAULIC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA. r%gz AQ I 06.06 VICTAULIC* IS AN ISO 9001 CERTIFIED COMPANY I Styles 741 and 743 Vic-Flange® Adapters I PRODUCT DESCRIPTION Style 741 2- 12" Sizes @ (@ <~> U) Request Victaulic publication 10.01 for details. Style 741 14- 24" Sizes V <a> Request Victaulic publication 10.01 for details. Illustrations exaggerated for clarity Style 743 (~~ RLUI~/ <a> Request Victaulic publication 10.01 for details. I I I I I Style 741 I Style 741 Vic-Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 12' (50 . 300 in m) are hinged for easy handling with integral end tabs which facilitate assembly. Sizes 14 - 24" (350- 600 mm) are cast in four (4) identical segments which are interconnected as assembly is completed. I The design incorporates small teeth inside the key shoulder 1.0. to prevent rotation. These teeth should be removed when Vic-Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. I Vic-Flange adapters may only be used on Vic-300 butterfly valves on one side in 2 - 8 (50- 200 mm) sizes. They are not recommended for 10 and 12" (250 and 300 mm) sizes. Vic-Flange adapter Style 741 is not recom mended for use with Victaulic Series 709 butterfly valves (contact Victaulic for recommendations). They may only be used on one side of Victaulic Series 700 I butterfly valve, sizes 2 - 4" (50- 100 mm) fitted with standard or lever-lock handles. Vic-Flange adapter must be assembled so it does not interfere with handle operation. Style 743 I Vic-Flange Style 743 flange-to-groove adapter permits direct connection of ANSI Class 300 flanged components into a grooved system. The two-piece, hinged housing engages into the pipe groove and bolts directly to any standard flanged component. The conventional bolt hole pattern allows for easy, fast assembly. Style 743 rotates 360 for proper alignment of bolt holes before tightening. Vic- Flange gaskets utilize the Victaulic pressure-responsive design, sealing on the pipe end and directly to the opposing I flange face. No standard flange gasket is required. Style 743 is designed to mate with raised-face flanges, but can be used with flat-face flanges by removing the raised projections on the outside face of the flange. Vic-Flange Notes Because of the outside flange dimension, Vic-Flange should not be used within 90 of one another on a standard fitting. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. Vic-Flange adapters should not be used as anchor points for tie-rods across non-restrained joints. Mating rubber faced flanges, valves, etc., requires the use of a Vic-Flange washer. Vic-Flange gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. I I 1 ® REGISTERED TRADEMARK OF VICTAULIC - © COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. Victaulic company of America Phone: 1-800.PlcK-Vlc (1.800.742.5842) Fax: 610.250.8811 e-mail:pickxic@xictuulic,coln Victaulic company of Canada -Phone: 905.884.7444 Fax: 905-884-9774 e-mail: xlccanada@victaulic.com Victaulic Europe Phone:32-9.381-I500 • Fax: 32-9-380.4438 e-mail: xicxuro@xictaulic.be Victalllic America Latina Phone: 610-559-3300 Fax: 610-559-3608 email: xicale'xictaulic.cool Victaulic Asia PacificPhone: 65-6235-3035 Fax: 65-6235-0535 ' e-mail: xicup@xictautic.com 1534 REV C \i1tauI i c® 1 I I 06.06 I DIMENSIONS Style 741 Sizes 2- 12" (50-300 in m) I ANSI Class 125 and 150 Flange -z- Ff1 Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective I sealing. Seating Max. Max. Surface Dimensions Aprx. Pipe Size Work Pres. End Load No. Boltt Inches/mm Inches/millimeters Weight Each Nominal Actual Out Dia. Out Dia. PSI' Lbs." Bolts Size "B" Lbs. Inimm lnimm kPa N Req'd.t Inches "A" Max. Min. W X V Z kg 2 2.375 300 1,330 4 5/8 X 2 /4 2.38 3.41 6.15 6.00 4.15 0.75 3.1 50 60,3 2065 5920 68 87 172 152 121 19 1,4 2112 2.875 300 1,950 8680 4 °/a X3 2.88 3.91 1.88 7.00 5.50 0.88 4.8 65 13,0 2065 80 73 99 200 178 140 22 2,1 3 3.500 300 2,885 4 5/8 X3 3.50 4.53 8.44 7.50 6.00 0.94 5.3 80 08,9 2065 12840 89 115 214 101 152 24 2,4 4 4.500 300 4, 710 8 °I8 X3 4.50 5.53 9.94 9.00 7.50 0.94 7.4 100 114,3 2065 21225 114 141 252 229 191 24 3,4 5 5.563 300 7,290 8 X 3V2 5.56 6.71 11.00 10.00 8.50 1.00 8.6 125 141,3 2065 32440 141 1 111 219 254 216 25 3,9 6 6.625 300 10,350 8 3/4 X 31/2 6.63 7.78 12.00 11.00 9.50 1.00 9.9 150 168,3 2065 46060 168 198 305 279 241 25 4,5 165,1 mm 6.500 300 9,960 8 /X3'/ 6.50 7.66 '1 11.00 9.50 1.00 10.0 165,1 2065 44320 165 195 279 241 25 4.5 8 8.625 300 17,500 8 3/ X V/2 8.63 9.94 14.63 13.50 11.15 1.13 16.6 200 219,1 2065 71875 219 252 372 343 298 29 7.5 10 10.750 300 27,215 12 1/oX4 10.75 12.31 17.19 16.00 14.25 1.19 24.2 250 273,0 2065 121110 213 313 L 437 406 362 1 30 1 11,0 12 12.750 300 38,285 12 12.15 14.31 1 20.25 19.00 17.00 1 1.25 1 46.8 300 323,9 2065 1 110270 324 364 514 1 483 432 32 21,2 .80181 to notes on page 4. dimension does not apply. f Total bolts required to be supplied by installer, may be ordered from Victaolic. IMPORTANT NOTES: style 741 Vic-Flange adapters provide rigid joints when used on pipe with standard cut or roll groove dimensions and consequently allow no linear or angular movement at the joint When used with Victauhic series ion butterfly valves, plastic pipe or light wall metallic pipe, small teeth in I.D. of key section Should he removed and may be used on one side of the valve. Contact Victaulic for information on AS2129 - Table I; ISO 2084 (PN10): DIN 2532 (PN10) and J15 6-2210 (10K) flanges. I I Style 741 Sizes 14- 24" (350- 600 mm) ANSI Class 125 and 150 Flanges -z oT I )4-'k---lI YTw & Note: Gray area of mating face must be free from gouges, undulations or deformities of any typo for effective sealing. -. --I.- 'iII Sealing Surface Dimensions Pipe Size Max. Work. Max. End Assembly Bolts t Draw Bolts § Inches/mm Inches/millimeters Approx. Weight t Nominal Actual Pres. Load No. Each Out Dia. Out. Dia. PSI. Lbs.* Bolts Size No. Size 'A" "B" Lbs. lnimm lnimm kPa N Req'd. Inches Bolts Inches Max. Mm. I V W X V Z kg 14 14.000 300 46,180 12 1 X 41/ 4 /8X 31/2 14.00 16.39 19.50 0.88 24.50 21.00 18.75 1.44 62.0 350 355,6 2065 205500 356 416 495 22 622 533 476 37 20,1 16 16.000 300 60,300 16 1 X 41/2 4 5/ g 31/ 16.00 18.39 21.75 0.85 21.12 23.50 21.25 1.44 79.0 400 406,4 2065 26 e335 406 467 552 22 689 557 540 37 35,0 18 18.000 300 76,340 16 1 'Is V 43/4 4 X 41/4 18.00 20.00 22.50 1.04 29.00 25.50 22.75 1.56 82.3 450 457.0 2065 339700 457 508 572 26 131 648 578 40 373 20 20.000 300 94,250 20 11/ x 51/4 4 X 41/ 20.00 22.50 25.25 1.17 31.50 27.50 25.00 1.69 103.3 500 508,0 2065 410400 508 572 641 30 800 650 635 1 43 46,9 24 24.000 300 135,700 20 1/ X 53/ 4 X 41/4 24.00 27.75 29.25 1.38 36.00 32.00 29.50 1.94 142.0 600 610,0 2065 603865 610 705 /43 35 914 813 749 49 64,4 to notes on page 4. Total bolts required to be supplied by installer, may be ordered from Victaulic. Bolt sizes for conventional flange-to.flange connection. Longer bolts required when Vic Flange utilized with wafer-type valves. § Draw bolts supplied with 14 24' (350.600 mm) Vic-Flange adaptors. 2 Styles 741 and 743 Vic-Flange Adapters I 1 I I 1 I I I 1 DIMENSIONS Style 743 Grooved pipe adapterto ANSI Class 300 flanges Note: Gray area at mating face must be free from gouges, undulations or deformities of any type for effective sealing. [1 I I I I I 06.06 Sealing Max. Max. Surface Dimensions Aprx. Pipe Size WIL Pres. End Load No. Bolts Bolt/Nut lnJmm Inches/mm w. Each Nominal Actual Out Dix. Out. Dia. PSI" Lbs.' Req'd. Size "A" "B" Lbs. In/mm InJmm kPa N t Inches Max. Min. X V Z kg 2 2.375 720 3,190 8 t/6 X3 2.38 3.41 6.50 5.00 0.94 4.8 50 60,3 4960 14200 60 87 165 121 24 2.2 21/2 2.875 720 4,670 8 2.88 3.91 7.50 5.88 1.06 7.4 65 73,0 4960 20780 3/4 X 31/ 13 1 99 191 149 27 3,4 3 3.500 720 6,925 8 3/4 X 31/2 3.50 4.53 8.25 6.63 1.19 9.1 80 88,9 4960 30815 89 115 210 168 30 4,7 4 4.500 720 11,445 8 3/4 X 33/4 4.50 5.53 10.00 7.88 1.31 15.3 100 114,3 4960 50930 114 141 254 200 33 6,9 5 5.563 720 17,500 8 3/4 X4 5.56 6.72 11.00 9.25 1.44 17.7 125 1413 4960 77815 141 111 279 235 37 1 8,0 6 6.625 720 24,805 12 3/4 X 41/2 6.63 7.78 12.50 10.63 1.50 23.4 150 168,3 4960 110380 168 198 318 270 38 10,6 8 8.625 720 42,045 12 7/4 X 43/4 8.63 9.94 15.00 13.00 1.69 34.3 200 219,1 4960 187100 219 252 381 330 43 15,6 10 10.750 720 65,315 16 1 X 5'/ 10.75 12.31 17.50 15.25 1.94 48.3 250 273,0 4960 290650 213 313 1 445 387 49 21,9 12 12.750 720 91,880 16 1'/ X 51/a 12.75 14.31 20.50 17.75 2.00 70.5 300 323,9 4060 408870 324 521 451 51 32,0 Refer to notes on page 4. Style 743 Vic-Flange must be ordered as a Factory assembly when connected to a Victaulic fitting or valve. Contact Victaulic for details, I Total bolts required to be supplied by installer, may be ordered from Victaulic. I VIC-FLANGE ADAPTER NOTES I The Style 741 (2- 12750 -300 m rn) design incorporates small teeth inside the key shoulder ID. to prevent rotation, These teeth should be removed when Vic-Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapter Style 741 may only be used on one side of Victaulic Series I 700 butterfly valve, sizes 2 - 4' (50- 100 mm) fitted with standard or latch-lock handles. 2 Vic-Flange adapter must be assembled so it does not interfere with handle operation. Because ofthe outside flange dimension, Vic-Flange adapter should not be used within 90 of one another on a standard fitting. When wafer or lug- type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 Vic-Flange adapters should not be used as anchor points fortie-rods across nonrestrained joints. Mating rubber I faced flanges, valves, etc. requires the use of a Vic-Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 Vic-Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing I the mating flange. 6 Vic-Flange hinge points nest be oriented approximately 90 to each other when mated. 7 Flange Washers: Vic-Flange adapters require a smooth hard surface at the mating flange face for effective sealing. I Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface, metal such cases, it is recom mended that a etal (Type F phenolic for Style 641 with copper systems) Flange Washer be inserted between the Vic-Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: I A When mating to a serrated flange: a flange gasket should be used adjacentto the serrated flange and then the Flange Washer is inserted between the Vic-Flange adapter and the flange gasket. B When mating to a wafer valve: where typical valves are rubber lined and partially rubber faced (smooth or not), the Flange Washer is placed between the valve and the Vic-Flange adapter. I C When mating a rubber faced flange: the Flange Washer is placed between the Vic-flanges and the rubber faced flange. 0 When mating AWWA castflauges to IPS flanges: the Flaoge Washer or Transition Ring is placed between two Vic- Flange adapters with the hinge points oriented 90 to each other. If one flange is not a Vic-Flange adapter (e.g., I flanged valve), then a flange gasket must be placed adjacenttothatflange and the Flange Washer inserted between the flange gasket and the Vic-Flange adapter. Transition rings rather than Flange Washers must be used when noting Style 741 to Style 341 Flange Adapters in sizes 14- 24' (350-600 mm). E When mating to corn p0000ts (valves, strainers, etc.) where the component flange face has an insert: follow the I same arrangement as in A pplication 1. When ordering Flange Washers, always specify product style (Style 741, 743, 341, 641, 994) and size to assure proper Range Washer is supplied. 1 Styles 741 and 743 Vic-Flange Adapters I I I I I I I I 1 I I I I I I I I I 1 06.06 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Black enamel Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C), Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +82°C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F (+60°C) and water over +150°F (+66°C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. *Services listed are General Service Recommendations only. It should be noted thatthere are services for which these gaskets are not recom mended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Draw Bolts: 14- 24" (350-600mm) only: Heattreated oval neck track bolts conforming to ASTM A-183. NOTES Style 741 and 743 Vic-Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular move vi ent at the joint. Working Pressure and End Load are total, from all internal and external loads, based on standard weight stool pipe, standard roller cut grooved in accordance with Victaulic specifications, contact Victaulic for performance on ether pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1/2 times the figures shown. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall he installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the rightto change product specifications, designs and standard equipment without notice and without incurring obligations. Styles 741 and 743 Vic-Flange Adapters I DIMENSIONS I k-C to EI CtoE to E _ No. 001 No. 003 I C - to E - __f 1b No. 002 No. 006 [1 No. 001 No. 003 No. 002 No. 006 Cap Fitting Size 90 Elbow 45 Elbow Straight Tee Actual Aprx. Aprx. Aprx. Thickness Aprx. Nominal Outside C to E Weight C to E Weight C to E Weight "T' Weight Diameter Diameter inches Each inches Each inches Each Inches Each Inches/mm Inches/mm mm LbsJkg mm Lbs/kg mm Lbsikg mm Lbsfkg 11l4 1.660 - - - - - - 0.82 0.3 32 42.4 - - - - - - 21 0.1 11/7 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0,4 40 48.3 70 0.5 45 4.1 70 0.9 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 1 0.8 51 0.8 1 70 1.1 1 22 0.3 21/ 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76 null .1 3.000 3.00 3.30 2.25 2.4 - - - 76.1 76 1.5 57 1.1 - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 08.9 86 1.8 1 64 1.4 86 2.4 22 0.5 4.250 4,00 5.7 3.00 5.1 4.00 7.5 - - 108 mm 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 159 111111 6.250 5.50 12.6 3.50 9.2 3.50 17.9 - - 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.1 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.0 I I I I I 10.03 VICTAUUC IS AN ISO 9001 CERTIFIED COMPANY I FireLock® Fittings PRODUCT DESCRIPTION FireLock5 products corn prise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the waterto make a smootherturn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic Firetock Style 005 couplings. Patented (EL6(~~ See Victaulic publication 10.01 for details. I I I 1 I I I I 1 10 REGISTERED TRADEMARK OF vICTAuUC - 10 COPYRIGHT 2006 VICTAIJLIC - PRINTED IN U.S.A. SITU #WCAS-67PJUX United States Phone: 1-800-PICK-VlC (1-800-742-5842) Fax: 610-250-8817 . e-mail: pickvic@victaulic.com Canada . Phone: 905-884-7444 Fax: 905884.9774 e-mail: viccanada@victaulic.com Europe . Phone: 32-9-381-1500 Fax: 32-9-380-4438 . e-mail: viceurx@victaulic,be UK . Phone: 44(0)1438141100 . Fax: 44(0)1438313883 e-mail: viceuro@victaxlic.be Central and South America Phone: 610-559-3300 Fax: 610-559-3608 . e-mail: vicalmvictaulic.com Australasia . Phone: 86-21-54253300 . Fax: 86-21-54253671 . e-mail: vicap@victaxlic.com 1539 REV F Jta UIiC 10.03 FLOW DATA Frictional Resistance Fitting Size Equivalent Feet/meters of Straight Pipe Actual Straightlee Nominal Outside No. 002 Diameter Diameter 90° Elbow 45° Elbow Inches/mm Inches/mm No. 001 No. 003 Branch Run 1114 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 11/2 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1,1 2V2 2.875 4.3 2.2 10.8 4.3 65 13.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 75.1 in in 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 ohm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2,1 5 5.563 8.5 4.2 21.0 8.5 125 141,3 2.6 1.3 6,4 2.6 6.250 9.4 4.9 25.0 9.6 159 mm 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12 Fitting Coating: Orange enamel Optional: Hot dipped galvanized I I [1 I I I I I I I I I I I I I I I I 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 rightto change product specifications, designs and standard equipment without notice and without incurring obligations. 2 FireLock Fittings SIZE Approx. Nominal Inches C to E Weight Each Equivalent mm Inches/mm Lbsikg Feet/meters of Pipe 1/4 X 1/2 NPT 2.38 1.4 2.8 32 9 15 NPT 61 0.6 0,9 8 3/4 NPT 2.38 1.4 2.8 20 NPT 61 0,6 0,9 X 1 NPT 2.38 1.4 2.8 6 25 NPT 61 0,8 0,9 1 /2 X 112 NPT 2.50 1.6 2.9 40 9 15 DPI 64 03 0.9 X 3/4 NPT 2.50 1.6 2.9 20 NPT 64 0,7 0,0 X 1 NPT 2.50 1.6 2.9 6 25 NPT 64 03 0,9 2 X 1/2 NPT 2.75 1.7 4.0 50 0 15 DPI 70 0,8 1,2 X 3/4 NPT 2.75 1.7 4.0 0 20 DPI 70 0,8 1,2 X 1 NPT 2.75 1.7 4.0 O 25 DPI 70 0,8 1,2 21/2 X 1/2 NPT 3.00 2.0 5.7 65 8 15 DPI 76 0,9 13 X 3/4 NPT 3.00 2.0 5.7 0 20 DPI 76 0,9 13 9 1 NPT 3.00 2.0 5.7 25 DPI 16 0,9 1,1 r - C to E -el I I 10.21 VICTAULIC* IS ON ISO 9001 CERTIFIED COMPANY No. 67 Vic®-End II End of Run Fitting PRODUCT DESCRIPTION The No. 67, Vic"-End II, End of Run Fitting is the fast, easy, economical way to end a branch line. The fitting installs easily with standard FireLocke couplings and allows direct head connection, sprigs or drops. Available in 11/4, 11/2, 2 and 21/2 (32 - 65 mm) sizes, the fittings can be supplied with 1/7, or 1 (15, 20 or 25 mm) female threaded (N PT) outlet (BSPT option available). The 90 reducing outletfitting is U L/U LC Listed and FM Approved for a maximum rated working pressure of 500 psi (3450 kPa). 11 I See Victaulic publication 10.01 for details. DIMENSIONS, PERFORMANCE MATERIAL SPECIFICATIONS I Housing: Ductile iron conforming to ASTM 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. Optional: Galvanized - hot dipped. I Outlet: NPT Optional: BSPT 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 entice and without incurring obligations. ® REGISTERED TRADEMARK OF VICTAULIC - © COPYRIGHT 2005 VICTAULIC - PRINTED IN U.S.A. - SKI) OWCAS-6DCGPW 3209 REV C United States Phone: 1-800-PICK.vlC (1-800-142.5842). Fax: 610-250-8817 e-mail: pickaic@victaulic.com Canada Phone: 905-884-7444 Fax: 905-884-9774 e-mail: niccanada@nictaulic.com Europe Phone: 32-9-381-1500 Fax: 32-9-380-4438 e-mail: niceurn@aictaulic.be I I Ctm 1110 Phone: 44(0)1438741100 Fan: 44(0)1438313883 e-mail: viceurn@oictaulic.be Central and South America Phone: 610-559-3300 Fax: 610-559-3608 e-mail: vical@oictauliC.cnm Australasia Phone: 86-21-58855151 Fax: 86-21-58851298 e-mail: vicapo'aictaulic.cnm /22.t I I j I LI VALVES I I I I I I I I I I I I H I T-301-W Threaded T-301-W NPTx NPT S 175 PSI WWP Bronze Angle Valves ncification Fire Protection Valve • Screw-in Bonnet • Integral Seat • Renewable Disc Resista I 115 PSI/12.1 Bar Non-Shock Cold Water - CONFORMS TO MSS SP-80 • UL/ULC LISTED* MATERIAL LIST PART SPECIFICATION 1. Handwheel Nut 300 Series Stainless Steel Identification Plate Aluminum Handwheel Aluminum Commercial Alloy C38000 Stem Silicon Bronze ASTM B371 Alloy 069430 Packing Gland Bronze ASTM B62/ ASTM B1 6t/ ASTM B584 Alloy C84400 Packing Nut Bronze ASTM B62/ ASTM B584 Alloy C84400/ASTM B16 Packing Non Asbestos Aramid Fibers w/Graphite Bonnet Bronze ASTM B62 Alloy C83600 Disc Holder Nut Bronze ASTM B62 Alloy C83600 Disc Holder Bronze ASTM 662 Alloy C83600 Seat Disc Nitrile (W) (11/4 - 2) PTFE (Y) (21/2 - 3) Seat Disc Nut Bronze ASTM B62/ ASTM 696 Alloy C65100 w/SS Washer 13. Body Bronze ASTM B62/B584 Alloy C83600 2½' and 3' size only. t Not on 2' DIMENSIONS-WEIGHTS-QUANTITIES Dimensions Size A B H Weight Box Master In. mm. In. mm. In. mm. In. mm. Lbs. Kg. Oty. Ctn. üty. 11/4 32 2.19 56 6.13 156 2.19 56 3.71 1.69 1 10 11/2 40 2.38 60 7.19 183 2.38 60 5.54 2.52 1 10 2 50 2.25 57 7.25 184 2.25 57 6.72 3.05 1 10 21/2 65 3.19 81 10.56 268 3.19 81 16.13 7.33 1 2 3 80 3.88 86 11.13 283 3.88 86 21.72 9.87 1 2 ULiULC Listed for sizes for trim and drain use (Subject 258)- Sizes 11/4 , 11/2 . 2'. Sizes 21/2" and 3' supplied as 1-311-V with PTFE seat disc. Subject to AHJ Approval. NOTE: See KT-67-UL for 1/2,-i, sizes. U I I E U I I I I I I I I NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 PART SPECIFICATION Handwheel Aluminum Handwheel Screw Carbon Steel Stainless Steel (1) Stem Bronze ASTM B584 Alloy C84400 or ASTM B505 Alloy C84400 Packing Nut Bronze ASTM B584 Alloy C83600 or ASTM B16 Packing Graphite Impregnated (Non Asbestos) Bonnet Bronze ASTM B584 Alloy C84400 Body Bronze ASTM B584 Alloy C84400 Seat Disc EPDM Rubber (1/4" - 3/8) Nitrile (1/2 - 1) Seat Screw Stainless Steel Pack Washer Sheet Brass 175 P51/12.1 Bar Non-Shock Cold Water UL LISTED* MATERIAL LIST F OPEN KT-65-UL Threaded I 175 PSI WWP Bronze Globe Valves ncification Fire Protection Valve • Threaded Ends • Rubber Disc • Screw Over Bonnet sistant KT-65-UL NPTx NPT DIMENSIONS-WEIGHTS-QUANTITIES Dimensions Size A B Weight Box Master In. mm. In. mm. In. mm. Lbs. Kg. Oty. Ctn. Qty. t¼ 8 2.00 50 2.75 70 .48 .22 10 100 /8 10 2.00 50 2.75 70 .45 .20 10 100 1/2 15 2.28 58 3.12 79 .68 .31 10 60 3/4 20 2.28 58 3.12 79 .74 .34 10 60 1 25 3.12 79 4.50 114 1.68 .76 5 25 * UL Listed for Trim and Drain use (Subject 258)- sizes 1/2" 3/4 • 1,. Size ¼ and /8" supplied as 1(1-65 (Not UI listed). Subject to AHJ Approval. t NOTE: See KT-211-W-UL furl /4" -2 sizes. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURYST. • ELKHARL IN 46516-4140 • USA • PH: 1.800.234.0221 TECH SERVICES PH: 1888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.514.295.3327 • FAX: +1.574.2953455 I tqccs Worldwide i Fire Protection Contacts I w.o-fircom Products Model CV-IFR Grooved-End Riser Check Valves 2 to 12 Inch (DN50 to DN300) I General Description The TYCO Model CV-1FR Grooved- End Riser Check Valve is a compact and rugged swing-type unit that al- lows water flow in one direction and prevents flow in the opposite direc- tion. A resilient elastomer seal fac- ing on the spring-loaded clapper ensures a leak-tight seal and non- sticking operation. The Model CV-1FR Riser Check Valves are designed to minimize water hammer caused by flow reversal. The Model CV-1FR Riser Check Valve is furnished with grooved ends and can be installed using GRINNELL Grooved Couplings or GRINNELL Figure 71 Flange Adapters. The Model CV-1FR Riser Check Valves have been designed with a removable cover for ease of field main- tenance. These valves can be installed horizontally (with cover in the upward position) or vertically with the flow in the upward direction. Refer to Figure 6. To facilitate their use in wet-type auto- matic sprinkler system risers, the Model CV-1 FR Riser Check Valves are provid- ed with threaded outlets for pressure gauges and a drain connection. They provide a more compact and economi- cal alternative to an alarm check valve where a water motor alarm is not re- quired. Provisions must be made for a local alarm using an approved flow switch (not included). The Model CV-1 FR Riser Check Valve is also Listed for use in conjunction with the TYCO DV-5 Deluge Valve in Preaction Systems under air pressure without the use of prime water. The Model CV-1 FR Riser Check Valves are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. NOTICE The Model CV-1FR Riser Check Valve described herein must be installed and maintained in compliance with this document and with the applicable stan- dards of the National Fire Protection Association, in addition to the stan- dards of any authorities having juris- diction. Failure to do so may impair the performance of this device. Never remove any piping component nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired de- vice performance. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. Contact the installing contractor or manufacturer with any questions. Technical Data Approvals UL, C-UL Listed FM Approved Sizes 2 to 12 Inch (DN50 to DN300) Maximum Working Pressure 300 psi (20,7 bar) Valve Assembly Finish Red, non-lead paint CS APPROVED Installation The Model CV-1 FR Riser Check Valves are to be installed in accordance with this section: The arrow cast on the Body must point in the direction of the flow. Valves installed vertically must be positioned with the flow in the up- ward direction. Valves installed horizontally must be positioned with the Cover facing up. Refer to Figure 6. Grooved-end pipe couplings used with the Model CV-1 FR Riser Check Valve must be installed in accordance with manufacturer's instructions. NOTE: Valves should be installed a reasonable distance downstream from pumps, elbows, expanders, reducers, or other similar devices to extend the valve life. Standard piping practices call for a minimum of five (5) times the pipe diameter for general use. 1 I I I I I Page 1 of 6 JULY 2014 TFP95O I TFP95O Page 2 of 6 111 I I I I I Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Torque Weight Lbs. ANSI O.D. K Lbs.-ft. (kg) Inches Inches A B C D E F J Inches (Nm) DN (mm) NPT 2 2.375 6.75 4.38 1.96 2.57 3.25 4.37 1.56 1 18 9.0 DN50 (60,3) (171,5) (111,3) (49,8) (65,3) (82,3) (111,0) (39,6) (25) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.12 1.73 1-1/4 39 10.0 DN65 (73,0) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,9) (54) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.12 1.72 1-1/4 39 10.0 DN65 (76,1) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,7) (54) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.12 1.72 1-1/4 39 11.0 DN80 (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (130,0) (43,7) (54) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 5.78 2.12 2 50 25.0 DN100 (114,3) (245,6) (169,7) (96,5) (92,2) (115,4) (146,8) (53,8) (69) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DN125 (139,7) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DN125 (141,3) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 165.1 - 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (165,1) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (168,3) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 10.50 2.43 2 120 66.0 DN200 (219,1) (355,6) (257,6) (169,4) (140,2) (138,7) (266,7) (61,7) (164) (30,0) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.75 3.38 2 130 109.7 DN250 (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (273,1) (85,9) (178) (49,4) 12 12.750 21.0 14.28 9.93 7.27 7.62 10.00 3.13 2 130 151.0 DN300 (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (254,0) (795) (178) 1 (68,0) FIGURE 1 MODEL CV-1FR RISER CHECK VALVES NOMINAL DIMENSIONS I I I I I I I I I I I 11 I Page 4 of 6 I Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 1 DN50 (60,3) (171,5) (149,1) (82,6) (241,9) 2-1/2 2.875 8.00 6.66 3.87 10.80 1-1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 - 8.00 6.66 3.87 10.80 1-1/4 DN65 (76,1) (203,2) (169,2) (98,3) (274,3) 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 - 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 - 11.50 8:50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (215,8) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) Ij FIGURE 4 MODEL CV-1FR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS I I I I I I I I I I I I I I I I I I I I I I I TFP95O Page 5 of 6 P/N 59-591-1-020 2 Inch (DN50) NO. DESCRIPTION QTY. P/N 1 300ps1/2000kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4 Gauge Test Valve . . 2 46-005-1-002 3 1/4 Plug .............2 CH 4 r Angle Valve .........1 46-048-1-006 5 1/4"x2 Nipple........1 CH 6 1/4" x5" Nipple........1 CH 7 1" x3' Nipple .......... 1 CH P/N 59-591-1-030 2-1/2 Inch (DN65) through 3 Inch (DN80) NO. DESCRIPTION QTY P/N 1 300 psi/ 2000 kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4 Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 CH 4 1-1/4 Angle Valve......1 46-048-1-007 5 1/4' x2 Nipple........1 CH 6 1/4°x5' Nipple........1 CH 7 1-1/4" x3 Nipple ......1 CH P/N 59-591-1-080 4 Inch (DN100) through 12 Inch (DN300) NO. DESCRIPTION QTY P/N 1 300 psi/ 2000 kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4' Gauge Test Valve . . 2 46-005-1-002 3 1/4' Plug .............2 CH 4 2" Angle Valve .........1 46-048-1-009 5 1/4" x 2 Nipple........1 CH 6 1/4"x5' Nipple ........ 1 CH 7 2' x 3 Nipple .......... 1 CH FIGURE 5 MODEL CV-1FR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET LET OUTLET FLOW COVER lJoi INLET FLOW VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-IFR RISER CHECK VALVES INSTALLATION NOTES: MAIN All Fittings and Nipples are DRAIN VALVE galvanized (Standard Order). (NORMALLY CH: Common Hardware. CLOSED) ' 7 R\\A\ \ 4 SYSTEM PRESSURE GAUGE SUPPLY PRESSURE GAUGE MODEL 1 RISER CHECK VALVE 6 - 3 I Page 6 of 6 Care and Maintenance Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local re- quirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Model CV-1 FR Check Valves Specify: Size and P/N (below). 2(DN50) ...............P/N 59-590-1-020 2-1/2(DN65) ............ P/N 59-590-1-025 76,1 mm (DN65) .........P/N 59-590-1-076 3(DN8O) ............... P/N 59-590-1-030 4(DN100) ..............P/N 59-590-1-040 139,7 mm (DN125) .......P/N 59-590-1-139 5" (DN125) ..............P/N 59-590-1-050 165,1 mm (DN150) .......P/N 59-590-1-165 6"(DN150) ..............P/N 59-590-1-060 8(DN200) .............. P/N 59-590-1-080 10"(DN250) .............P/N 59-590-1-100 12(DN300) ............. P/N 59-590-1-120 Model CV-IFR Riser Check Valve Trim Assembly Specify: Size and P/N (below). 2(DN50) ...............P/N 59-591-1-020 2-1/2(DN65) ............ P/N 59-591-1-030 76,1 mm (DN65) .........P/NI 59-591-1-030 3(DNBO) ............... P/N 59-591-1-030 4(DN100) ..............P/Ni 59-591-1-080 139,7 mm (DN125) .......P/N 59-591-1-080 5" (0N125) ..............P/N 59-591-1-080 165,1 mm (DN150) .......P/N 59-591-1-080 6-(DN150) ..............P/N 59-591-1-080 87DN200) .............. P/N 59-591-1-080 10"(DN250) .............P/N 59-591-1-080 12(DN300) .............P/N 59-591-1-080 [H I I I Ii] I I I I I I I I I I Li ii GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 I Copyright © 2014 Tyco Fire Products, LP. All rights reserved. t Co Fire Protection Products I 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support 989-414-2600. techserviceglobesprinkIer.com I DUCTILE IRON BUTTERFLY VALVES 2Y2", 3", 4", 6", 8" I MODEL GLR300G GROOVED END MODEL GLR300W WAFER STYLE GENERAL DESCRIPTION The Globe Models GLR300G and GLR300W Ductile Iron I Butterfly Valves are indicating type valves designed and list- ed for use in fire protection systems. These valves are rated for a maximum working pressure of 300 psi (20 bar) and I provide a visual indication as to whether the valve is open or closed. They are provided with 2 sets of factory installed Form-C internal supervisory switches monitoring the valves in the normally open position. These supervisory switches I transfer their electrical contacts within the first two revolutions of the handwheel towards the closed position. The valves are available with grooved end connections (GLR300G) or as a I wafer style (GLR300W). The GLR300G and GLR300W are typically used as system indicating control/shutoff valves. I GLR300G TECHNICAL DATA I Approvals UL ULC I •FM Factory installed UL Listed and FM Approved Double Tamper Switch for indoor and outdoor use. Maximum Working Pressure I . 300 psi (20 bar) Materials of Construction Body: Ductile Iron I . Disc: Ductile Iron Stem: Stainless Steel Housing: Ductile Iron Handwheel: Ductile Iron I • Indicator: Ductile Iron I NOTE: I Users should refer to Globe's web site (www.globesprinkler.com) to assure that the most recent technical literature is being utilized. GLR300W MAY 2017 GFV-610 PAGE 1 OF 5 MODEL GLR300G GROOVED END 2"- 8" D oc •1 __ I I' 11111111 I 111111 A to 1, o .R If -m rco 2.4" TAMPER RESISTANT / 3- -- FASTENER (75) 5" (60) E 4.4" 2.4" (127) (111) (62) SIZE A B C D E F WEIGHT LENGTH (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lb. (kg) (mm) 21/211 3.8 2.87 5.04 5.31 4.13 5.31 19.84 8 (65) (96.4) (73.0) (128) (135) (105) (135) (9.0) (2438) 3" 3.8 3.5 5.04 5.60 4.41 5.31 20.94 6 (76) (96.4) (88.9) (128) (142) (112) (135) (9.5) (1828) 4" 4.5 4.5 5.04 6.89 5.71 5.31 25.35 5 (100) (115.4) (114.3) (128) (175) (145) (135) (11.5) (1524) 6" 5.2 6.63 8.66 8.23 7.05 7.60 38.58 7 (150) (132.4) (168.3) (220) (209) (179) (193) (17.5) (2134) 8" 5.8 8.63 8.66 9.21 8.03 7.60 50.71 4 (200) (147.4) (219.1) 1 (220) 1 (234) 1 (204) 1 (193) 1 (23.0) (1220) FIGURE 1 I I MAY 2017 GFV-61 0 PAGE 2 OF 5 I I I I I I I I I I I I I I I I I MODEL GLR300W WAFER END 2"- 8" DOB I liii II t[d'jj 111111 I ___ I ØE CD 0 to . -hr . LH1 L - 1E 4 (60) (111) (62) / 4.7 F C (75) 2.4" (119.5) TAMPER RESISTANT FASTENER SIZE A B C D E F WEIGHT LENGTH in. (mm) in. (mm) in (mm) in. (mm) in (mm) in. (mm) in. (mm) lb. (kg) (mm) 21,4" 1.81 5.04 5.31 6.53 5.88 5.35 19.84 8 (65) (46) (128) (135) (166) (149.4) (136) (9) (2438) 3" 1.81 5.04 5.31 6.81 6.62 5.63 20.50 6 (76) (46) (128) (135) (173) (168.2) (143) (9.3) (1828) 4" 2.05 5.04 5.31 7.32 7.88 6.14 22.05 5 (100) (52) (128) (135) (186) (200.2) (156) (10) (1524) 6" 2.20 8.66 7.60 8.58 10.62 7.40 31.97 7 (150) (56) (220) (193) (218) (269.8) (188) (14.5) (2134) 8" 2.28 8.66 7.60 10.0 13.0 8.74 41.89 4 (200) (58) 1 (220) 1 (193) 1 (252) 1 (330.2) 1 (222) 1 (19) 1 (1220) FIGURE 2 MAY 2017 GFV-610 PAGE 3OF5 FLOW RATE - LPM 300 500 700 1000 2000 5000 10000 20000 7.0 6.0--_____ -.40 5.0 4.0 .30 3.0 -.20 2.0 Cl) a. .10 co I .09 I Ci) -.08 (1) (I) ___ ___ __ Cl) .07 .06 of -i ___ ___ rW 0.7 06 U) (/)0.5 Cl) w 03 uj 0.4 a. a. 0.3 -.02 0.2 .01 .009 .008 0.1 .007 - .006 6070 100 200 iOU 400500 /00 1000 2000 3000 5000 FLOW RATE - GPM 4 04 - 4 4 + +4--'. '+ •+t• -4-441- '4-..,'. 't+"-I ti-'.- .-4--.-4-4-•4-F -4- . '.4-.-.-.'.i-.-. ++r 1. 1 4- + + -+ .+++4-+44 4- 4-++4 -4-4-1-t + 4- 44 -4-4 + + 1 ,4-4.1_4_L, +4-++4-+,-1--f + - 1-4-4- 4-+---+ • - 4- .- 4-4-4 -.-- --.-+ -p-i- T t-I4 -t- + + - + • 44-4- +•s- ... -+ 4- '. . - • '.4St 4- 4-4 + + - -f -4---,-,-+--+ + + 4 .444 4-. +.++1- -4- 4--'. + 4-44+ -.-4- 4-4- 4-4- 4-4-. 4--4-+-,4- + 4+ -.4.!-'.i- + 4- + + 4- • f ---t --4-+--t-+- 4-1-4-4- .t+- 4-.--, 4- r + •.r,t 4- 4- .'./ 4-trn' 4 + 4-4 1. -4-.--*-'.4--+ i--j--4- 4-4-4- - 4-.,.4-*L 44- •..- 4-/ .4-44 4 -f 4- 4-4.4-4- -+-I-+-' +.t 4-.+ -i++. /4*+ 4. -' /=T TI9/i7tTI - ;; f4-1-+'.4- +4+. 4- - + - + 4-4-.- t,i _'. = I _ MODEL GLR300G and GLR300W FIGURE 3 0 PAGE 4 OF 5 I I I I I I I I I I I I I I I I I I I MAY 2017 I I YELLOW i - S—i I FIRE ALARM I COMMON (WHITE) I COMMON (WHITE) I CONTROL PANEL I A I END OF LINE I I SUPERVISORY I RED I RED RESISTOR CIRCUIT GREEN I 0 I OPERATOR CASE CONTACT RATINGS: BLU E 47 GROUND 16A 125V/250 VAC GEAR OPERATORH COMMON (BLACK) ORANGE _-I VOLTAGE AUX. DEVICE SOURCE VALVE WRING SHOWN WTh VALVE IN OPEN POSITION SUPERVISORY SWITCH DIAGRAM FIGURE 4 I I I I I I CARE & MAINTENANCE When closing the Butterfly Control Valve for maintenance or inspection work, always first obtain permission from the prop- er authorities and notify all personnel who may be affected. All Inspections, Testing, and Maintenance, and their fre- quency, is the responsibility of the Owner and should be performed in accordance with the applicable standards of the National Fire Protection Association (i.e. NFPA 25), in addition to any local jurisdiction requirements which may be in place. It is recommended that a qualified contrac- tor/inspection service be contacted to perform required maintenance on the fire protection system. Any impair- ment of the Butterfly Valve must be immediately corrected. ORDERING INFORMATION SPECIFY: MODEL • SIZE • PN MODEL GLR300G 2%" ..................311785-G -D for 65mm ...................311790-C ...................311795-G 6" ...................311805-C -D for 150mm 8" ...................311815-C MODEL GLR300W 2%" ..................311836-C ...................311839-G ...................311846-G 6" ...................311861-C 8" ...................311871-C I 1 I I I GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 989-8464583 www.globesprinkler.com Technical Support. 989-414-2600. techservicegIobesprinkIer.com MAY 2017 GFV-610 PAGE 5 OF 5 I I I I I I I M MTN Me Iii[t$iiw I I 1 I I I I Sizes Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve The AGF Model 101 1A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011 features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3/4" to 2') with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (ULIFM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). Complies with NFPA 13 and NFPA 13R Requirements Compact, Single-Handle Ball Valve Tamper-Resistant Test Orifice and Sight Glasses 300 PSI rated. Specifiable orifice sizes: 3/8" (2.8K), 7As" (4.21<), I7/32U (8.0K), 5/3' (11.2K, ELO), 3/4" (14.0K, ESFR), and Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN6 valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. bTh1 MW ( 1liJ4y SS-M1011 A—VO01 . 06/13 TESTDRAlNe is a registered tradernaA of AGF Manufacturing Inc. I I I I I I I I I I Model 1011 - Front View Model 1011 - Plan View Orifice Sizes %", 17/32' ½" ELO* -3/4 " ESFR*, andco Materials Handle ................Steel Stem...................Rod Brass Ball ........... ........... CR Brass Body ..... .............. Bronze Valve Seat...........Impregnated Teflona Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM MADE IN U.S). ii 9rneI1W11A USTED 11 U[E2Uz%K 10)AL8 He Model IOIIA 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve WROM Factory Rated at 175 PSI with other setting available Dimensions SIZE A B C D E F G H 3/4" 7/16" 11/2 23/16" 35/8" 3'" 1'16 4A6" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 79/16" 1½" 23/16" 3/8" 33/8" 11 ,'16" 49/16' 6/g" (191 mm) 1 (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4 715A6" 111A6" 2/16" 41/4" 3%" 115/16" 59/16" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815A6" 113A6" 31/4" 51/16" 37/8" 25/8" 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) .W w_ I &I AL I 1I_ The Model 1011 provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1 .2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than ½' in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve WWAA-11 0=55 he 0071-1 Wn T-1 MUM— n Job Name:- Architect:— Engineer: Contractor: AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 A Phone: 610-240-4900 Fax: 610-240.4906 www.testandrain.com Available on 1114" to 2' size units only- **Available on 11/2 and 2" size units only DEVICES & ACCESSORIES I I I I I I I I I I I I I [ I I I Fire Protection Sprinkler Service Gauge 041, ASRHCROFT Ashcroft Fire Protection Sprinkler pressure gauges are Underwriters Laboratory Listed and Factory Mutual approved for fire protection sprinkler service. The 0/300 psi pressure range of this gauge is used on "wet" systems where water is available to the sprinkler heads. The 0/80 retard to 250 psi pressure ranges are used on dry systems where the lines are filled with air pressure until system activation. Among the features of these pressure gauges are: - The patented Spring Suspended Movement with polyester segment designed to provide unequalled shock and vibration resistance resulting in superior performance. - Ultrasonically cleaned and silicone lubricated gearing to assure smooth operation and extended gauge life. - Corrosion resistant ABS (Acrylonitrile Butadiene Styrene) case meets Underwriters Laboratory UL-393, and Factory Mutual require- ments. Product Specifications Ashcroft Model Number: 1005P, XUL Size: 31/2" Diameter Case: - ABS (Acrylonitrile Butadiene Styrene Blend) Window: Polycarbonate Dial: Black figures on white background Pointer: Black, Aluminum Movement: Patented Spring Suspended with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: ¼ NPT Lower Accuracy: ASME 640.1, Grade B (±3-2-3%) Mounting: Stem Ranges: 0/300 psi (water) 0/80 retard to 250 psi (air) U.L., U.L. of Canada Listed and FM approved. Equivalent (single or dual scale) metric ranges are available. Other U.L. standard ranges available on application. Specifications subject to change without notice. Subject to standard terms and conditions of sale. ID Instrument Division, Dresser Equipment Group. Inc. 1/01 CSG-3 lOU Dimensions I/A 7D-.*— IMINE l/ NPT Y7~ — E Order Information 35 W 1005P 02L XUL 300# Dial Size: 31/2" I Patented Spring Suspended Movement Case Type Number: 1005 Case Material: ABS Connection Size and Location: 1/4 NPT Lower XUL for UL 393 listed and FM approved Range: 0/300 psi Domestic Headquarters Chicago, Illinois Los Angeles, California 400 W. Lake Street 3931 MacArthur Blvd. Suite 318 Suite 202 Roselle, IL 60172-3573 Newport Beach, CA 92660 Tel: (630) 980-9030 Tel: (714) 852-8948 Fax: (630) 980-9440 Fax: (714) 852-8971 Stratford, Connecticut Mobile, Alabama 250 E. Main Street 605 Bel Air Blvd., Suite 10 Stratford, CT 06614-5145 Mobile, AL 36606 Tel: (203) 385-0670 Tel: (334) 473-1692 Fax: (203) 385-0756 Fax: (334) 473-1782 Houston, Texas 3838 North Sam Houston Parkway East,Suite 120 Houston, TX 77032 Tel: (281) 590-1092 Fax: (281) 590-7100 U I I U I I I I I I I I I I I I I I SIZE/TYPE A B C D E 316 1005P 0.70 (94) 1.14 (29) 0.72 (69) 0.56 (14.2) 0.47 (11.9) Berea, Kentucky 200 Harrison Road Berea, KY 40403 Tel: (859) 986-9333 Fax: 1-800-28 BEREA (1-800-282-3732) International Headquarters Stratford, Connecticut 250 E. Main Street Stratford, CT 06614-5145 Tel: (203) 378-8281 Fax: (203) 385-0499 I i VSR-FEX 29 POTTER EXPLOSI ON PROOF VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD I I I I I I Service Use: I Automatic Sprinkler NFPA-13 National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090139 cUL, UL, CSFM and NYMEA Listed and FM Approved DEMKO 08 AlEX 072 8480X II2GExdIiBT6 112DExtDA21iP66 T85C Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: 10 GPM (38 Lpm) Maximum Surge: 18 FPS (10 ni's) Contact Ratings: Two sets of SPDT (Form C) 15.OAmps at 125/250 VAC 2.0 Amps at 30 VDC Resistive Conduit Entrances: Two conduit entrances provided for 1/2" conduit with Y2" NPT threaded connections Environmental Specifications: For use in hazardous locations, Classified as: Class I: Groups C, D, Div. 1 Class 11: Groups E, F, G, Div. I Class III: Div. 1 Suitable for indoor or outdoor use with factory installed gasket and cast aluminum housing NEMA4 Rated Enclosure -use with appropriate conduit fitting Temperature: 40°F/ 120°F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle SizesAvailable: Pipe schedules 10 thru40, sizes 2" thru 8" (50imn thru 200mm) General Information The Model VSR-FEX is a vane type waterflow switch for use on wet sprinkler systems located in hazardous locations as shown above. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 Lpm) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The unit is enclosed in a cast aluminum housing. The cover is held in place with six M6 x 30M socket head cap screws with property class 8.8. Installation (See Fig.2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15cm) of a fitting which changes the direction of the waterflow or within 24" (61cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" and 2 1/2" (50mm and 65mm) devices require a hole with a diameter of! 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2' ± 1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole, do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque. See Fig. 2. The vane must not rub the inside of the pipe or bind in any way. Switch Terminal Connections Clamping Plate Terminal Fig. I r1 DwG# 923-3 0'S' I A CAUTION I An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. I I I I I I I I I Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO. 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833• www.pottersignal.com PRINTED IN USA MFG. #5400805 - REV N PAGE 1 OF 3 I 8/08 TO INSTALL DRILL A HOLE AS INDICATED I I LII I PIPE SIZE; HOLE SIZE; 2" to 2-1/2" 1-1/4" +1/8" -1/16" (50mm to 65mm) (33mm ±2mm) 3' to 8' 2' ±1/8" (80mm to 200mm) (50mm ±2mm) DIRECTION DWG. #805-1 MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) o o A F10-2—~~20-4 35-50_id o It 60-90 IR POTTER EXPLOSION P VSR-FEX ROOF VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Fig. 2 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5DFT.-LBS (68 n-m) OF TORQUE a I I I I RETARD ADJUSTMENT; To CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B' SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B'. DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME A CAUTION When this device is to be installed in an area that is classified as "Hazardous", the person responsible for safety in the area should be contacted to determine if the tools and operations required for the installation of the device and associated components are permitted in the area. To reduce the risk of ignition of hazardous atmospheres, disconnect supply circuits before opening enclosure. Keep cover tightly closed when in operation. Cover screws must be torqued to a minimum of 20 in. lbs. Fig. 3 Typical Electrical Connections I I I Notes: The Model VSR-FEX has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. Note: For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 1). OPEN CONTACTS 2 SETS OF NORMALLY WATERFLOW ZONE EOLR FROM CI.OSF. ON ALARM ___ ON FIRE PANEL FIRE PAN 00 F MEL N IR NC THE N.C. AND NO. MARKINGS ON POSITIVE DC THE SWITCH ARE FOR AN ALARM OR HOT AC CONDITION. ISEI.L NEGATIVE DC OR THE CONTACTS ARE REVERSED NEUTRAL AC WHEN THE DEVICE IS IN THE NORMAL CONDITION. I I I I I I PRINTED IN USA MFG. #5400805 - REV N PAGE 2 OF 3 I 8/08 I I I I OWGE 805-2 PRINTED IN USA I 9.72] $11061 02497 002 342 -0000 +6.002 r +005 ROLE 0.2507 .00 410 .00 I DETAIL F MAX CLEARANCE .0032 IN. (.08nm.) MFG. #5400805 - REV N 8/08 PAGE 3 OF 3 I i POTTER EXPLOSION PROOF ROOF VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD I Testing The frequency of testing for the model VSR-FEX and its associated device on the system, application of the VSR-FEX is not recommended protective monitoring system should be in accordance with applicable or advisable. NFPA Standards and/or the authority having jurisdiction (manufacturer A minimum flow of 10 gpm (38 Lpm) is required to activate this device. I recommends quarterly or more frequently). Important Notice If provided, the inspector's test valve, that is usually located at the end Please advise the person responsible for testing ofthe fire protection system of the most remote branch line, should always be used for test purposes. that this system must be tested in accordance with the testing instructions. If there are no provisions for testing the operation of the flow detection I Minimum Fig. 4 Joints and Clearances Joint Width I I I I io WWi#q I1 f4Ji•'. I'flu"?"ll" SECTION A-A NOTE: WITH COVER SCREWS TIGHTEND TO 20-25 IN/LBS (2.26-2.825 Nm) THE BASE TO COVER JOINT GAP MUST BE LESS THAN .0015 IN. (.038mm). I Max Clearance I I Vane Types: CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL IF-- fall FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7770-0328:0001 Page 1 of 1 CATEGORY: 7770 -- VALVES/SWITCHES LISTEE: Potter Electric Signal Co 1609 Park 370 Place, Hazelwood, MO 63042 Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillW@pottersignal.com DESIGN: Vane and pressure type water flow alarm switches listed below. Refer to listee's data sheet for detailed product description and operational considerations. VSR-CF VSR-D VSR-FE-2 VS-SP VSR-SFT VSG VSR-C VSR-ST VSR-F VSR-SF VS-F VSR-SFG VSR VSR-S VSR-SG I Pressure Type: WFS-B WFSR-C WFSPD-B PS10 PS-10A PS-100A WFSR-F PS100 INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listees name, model number and UL or FM label. APPROVAL: Listed as waterfiow alarm switches for use with fire sprinkler systems. Vane models may be used in wet pipe systems; pressure models may be used in wet or dry systems. Model VSR-CF is for use on K, L or M copper pipe (2", 2-1/2", 3", 4") and listed CPVC pipe (2", 2-1/2", 3). Model VSR-SF for use on 1", 1-1/4", 1-1/2" and *2 steel, copper or listed plastic pipe. Model VSG is for low flow rate. Model VSR-SFG and VSR-SFT are for use on 1", 1-1/4", 1-1/2" and *2 plastic pipe. Models VS-F, VSR-F, VSR-FE and VSR-FE-2 is for use on 2", 2-1/2, 3", 3-1/2', 4, 5", 6", 8" and 10" pipe. *Model VSR is for use on steel pipe sizes from 2" through 8'. Vane type switches may be used outdoors when the outdoor temperature never falls below 40oF. Rev*5172007 jw This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2017 Listing Expires June 30, 2018 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division I I I I I I 1 I I I I 1 I I I I I I i • POTTER BELLS The Symbol of Protection P BA-AC & MBA-DC These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. UL, ULC, and FM Approved Sizes Available: 6' (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 12OVAC I2VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX- I deep weatherproof backbox Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. I Li I I 1 I [1 I L I I I Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8 (200) 12VDC MBA-842 1750080 .12A 90 77 10 (250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .1 7A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10 (250) I20VAC PBA120I0 1810120* .OSA 99 86 I I All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. !I'iYh1:1IIIe In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK- I or BBX-l. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. I Potter Electric Signal Company, LLC • St. Louis, MO, • Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5400776 - REV Y-I PAGE I OF 2 I 01/13 fFD- Po'ffER BELLS The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. I Fig. 3 I I I A.C. BELLS WIIITE(IN) WHIT (IN) FROM CONTROL PANEL OR BLAK (OUT) PRECEDING BELL BLACK (IN) _________ CAU11ON, WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN, NOTES I. WHEN USING AC BELLS. TERMINATE I)ACSI EXTRA WIRE SEPARATELY AFTER LAST BELL. 7. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. I D)VG/) 7764 I I I Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2' conduit entrance 8 fl184 6;(i[ 53/4• I II (146) I II P— G 3 318" (86) 4 114' (lOS) DWG/ 775-2 I I... I I 1. SWC#176.3 Installation I. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). AWARNING Failure to install striker down will prevent bell from operating. I I I 1 PRINTED IN USA MFG. #5400716 - REV Y-1 PAGE 2 OF 2 1 01/13 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL II FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7135-0328:0119 Page 1 of CATEGORY: 7135--AUDIBLE DEVICES LISTEE: Potter Electric Signal Co1609 Park 370 Place, Hazelwood, MO 63042 Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillWpottersignal.com DESIGN: Models*SB624153075, *sB62475110 PBA246, PBA248, PBA24I0, PBAI206, PBA1208 and PBAI2010 vibrating bells. Suitable for outdoor use when used with Model BBK-1 backbox. Models are AC or DC powered and available in 6", 8" and 10". Models MBA-6, -8 and -10 bells, suitable for outdoor use when used with Model BBX-1 backbox. Refer to listee's data sheet for detailed product description and operational considerations. RATING: PBA-246, -248, -2410: 24 VAC PBA-1206,-1208,-12010: 120VAC MBA-6, -8, -10: 12 or 24 VDC INSTALLATION: In accordance with listee's printed installation instruction, applicable codes & ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL label. APPROVAL: Listed as audible devices for use with separately listed compatible fire alarm control units. If this appliance is required to produce a distinctive three-pulse Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition, the appliance must be used with a fire alarm control unit that can generate the temporal pattern signal. Refer to manufacturer's Installation Manual for details. NOTE: 1 I I 1 1 *Rev 5-17-2007 jw This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2017 Listing Expires June 30, 2018 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division [1 [ I I I I I I I I I I I I Li Li I SPRINKLER CABINETS FOR REPLACEMENT A U TOMA TI C SPRINKLERS SIX SPRINKLER CABINET FOR 1/2" OR 3/4" SPRINKLERS PIN 312390 TWELVE SPRINKLER CABINET FOR 1/2" OR 3/4" SPRINKLERS P/N 312392 When storing concealed sprinklers, Twelve Sprinkler Cabinet holds six units and Six Sprinkler Cabinet holds three units. 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com GFS- 825 (Formerly B-5) I I I I Li I 1 I I I 1 I Li 1 I JAN 2017 I (-1 , I 4077 Airpark Dr. Standish, Ml 48658 • 989w-8464583 • www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support 989-414-2600 techservicegIobesprinkler.com SPRINKLER GUARDS AND SHIELDS I GUARD MODELS JG & JGS SHIELD MODEL GL SERIES I I I 1 1 I I I I I I I I I I GENERAL DESCRIPTION Globe Model JG sprinkler guards are accessories designed to protect specific GL Series sprinklers where the poten- tial of mechanical damage might be expected. In addition, GL Series water shields are used to protect the sprinkler's thermosensitive element from the water spray discharge of higher elevation sprinklers. The use of the Model JIGS guard and shield assembly with an appropriate upright sprinkler provides an approved "Intermediate Level" upright sprinkler assembly suitable for rack storage applications (See Table A for specific approvals). Likewise, the use of the GL Series water shield with an appropriate pendent sprinkler, provides a listed/approved "Intermediate Level" pendent sprinkler as- sembly suitable for rack storage applications (See Table A for specific listings/approvals). If a head guard is also de- sired for this pendent "Intermediate Level" sprinkler assem- bly, the JG head guard, in accordance with Table A, may be utilized in addition to the shield. The guards are available in red or chrome plated. TECHNICAL DATA Approvals See Table A on page 2 Material Headguard - steel Water shield - steel - 3%" Diameter Finish Headguard - red or chrome Water shield - zinc plated NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to assure that the most recent technical literature is being utilized. APR 2017 GFS-450 (Formerly B-I) Model JG - (cULus) Part No. 312253-1 (Red) Part No. 312253-C (Chrome) Model JG - (FM) Part No. 312253-1-B (Red) Part No. 312253-C-B (Chrome) Model JIGS Part No. 321406 (Red enamel painted) Part No. 321407 (Chrome plated) GL Series Shield Part No. 325706 1/2" NPT Part No. 325707 3/4" NPT PAGE 1 OF 3 I I I I I I [69.0] MODEL JIG (cULus) FIGURE 1 2 7] MODEL JIG (FM) FIGURE 2 3.78' DIA. FIT11NG TABLE A. SPRINKER GUARD, SHIELD, LISTINGS & APPROVALS SIN NO. T.D.S. RESPONSE ORIENTATION K-FACTOR NPT - MODEL JG 312253-1-B 312253-C-B MODEL JG 312253-1 312253-C SHIELD MODEL JGS GL5601 GFS-100a QUICK PENDENT 5.6 1/2" FM cULus cULus, FM N/A GL5601 GFS-400 QUICK PENDENT 5.6 1/2" FM cULus cULus, FM N/A GL5615 GFS-100a QUICK UPRIGHT 5.6 1/2" FM cULus N/A cULus, FM GL5617 GFS-400 QUICK. UPRIGHT 5.6 1/2" N/A N/A Assembled cULus, FM N/A GL5651 GFS-430 STANDARD PENDENT 5.6 1/2" FM cULus cULus, FM N/A GL5661 GFS-100b STANDARD UPRIGHT 5.6 1/2" FM cULus N/A cULus, FM GL5663 GFS430 STANDARD UPRIGHT 5.6 1/2" N/A N/A Assembled cULus, FM N/A GL8101 GFS-400 QUICK PENDENT 8.0 1/2" N/A cULus cULus N/A GL8106 GFS-400 QUICK PENDENT 8.0 3/4" FM cULus cULus, FM N/A GL8115 GFS-100a QUICK UPRIGHT 8.0 1/2" N/A cULus N/A cULus GL8117 GFS400 QUICK UPRIGHT 8.0 1/2" N/A N/A Assembled cULus N/A GL8118 GFS-100a QUICK UPRIGHT 8.0 3/4" FM cULus N/A cULus, FM GL8120 GFS-400 QUICK UPRIGHT 8.0 3/4" N/A N/A Assembled cULus, FM N/A GL8151 GFS-430 STANDARD. PENDENT 8.0 112" N/A cULus cULus N/A GL8156 GFS430 STANDARD PENDENT 8.0 3/4" FM cULus cULus, FM N/A GL8161 GFS-100b STANDARD UPRIGHT 8.0 1/2" N/A cULus N/A cULus GL8163 GFS-430 STANDARD UPRIGHT 8.0 1/2" N/A N/A Assembled cULus N/A GL8164 GFS-100b STANDARD UPRIGHT 8.0 3/4" FM cULus N/A cULus, FM GL8166 GFS430 STANDARD UPRIGHT 8.0 3/4" N/A N/A Assembled cULus, FM N/A GL1114 GFS-400 QUICK PENDENT 11.2 3/4" N/A cULus cULus N/A GL1123 GFS-410 QUICK UPRIGHT 11.2 3/4" N/A cULus N/A cULus GL1124 GFS-400 QUICK UPRIGHT 11.2 3/4" N/A N/A Assembled cULus N/A GL1160 GFS-430 STANDARD PENDENT 11.2 3/4" N/A cULus cULus N/A GL1167 GFS-440 STANDARD UPRIGHT 11.2 3/4" N/A cULus cULus cULus GL1168 GFS-430 STANDARD UPRIGHT 11.2 3/4" N/A N/A Assembled cULus, FM N/A 0 21 GL SERIES SHIELD FIGURE 4 APR 2017 GFS-450 (Formerly B-I) [69.0] MODEL JGS FIGURE 3 PAGE 2 OF 3 I I I I I I I I I 12 .7] I Installation of Guard Model JG Installation of Shield Series GL with Guard Model JG Step 1. Unclip the hooks from the Cage of the sprinkler guard assembly. Step 2. Spread the cage open slightly at the base to provide sufficient space to install the sprinkler guard over the sprinkler frame. (NOTE - spreading the cage too much may damage the sprinkler guard) Step 3. With the guard positioned over the sprinkler frame, close the cage such that the notches at the base of the cage fit around the thread relief of the sprinkler. (space between the top of the threads and the wrench flats) Step 4. While holding the cage closed, slide one of the hooks down the cage frame to the notch to where it clicks into place. Step 5. While squeezing the open side of the cage, slide the second hook down to the notch in the same manner as the opposing side Step 6. Inspect the sprinkler and sprinkler guard for any damage. Replace either if any damage is observed. NOTE: The guard cage maybe oriented in any position relative to sprinkler frame arms. Installation of Series GL Shield The GL Series Shield must be installed onto sprinkler prior to sprinkler installation into fitting. The GL Series Shield may be used on sprinklers alone or in combination with a JG Sprinkler Guard. Step 1. Install the Shield over the sprinkler threads down to the end of the sprinkler threads. (Do not thread shield past threads and onto sprinkler relief area). Step 2. With pipe thread sealant applied, hand tighten the sprin- kler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using the appropriate sprinkler wrench. Step 4. After the sprinkler is installed, spin the shield back up the threads towards the sprinkler fitting until the shield comes in contact with the fitting. ORDERING INFORMATION SPECIFY: Model• Finish • PN JG Red painted ..........312253-1-B JG Chrome plated ........312253-C-B JG Red painted . . . . . . . . . . 312253-1 JG Chrome plated . . . . . . . . 312253-C JGS Red painted .........321406 JGS Chrome plated . . . . . . . . 321407 GL Shield 1/2 NPT .........325706 GL Shield %" NPT .........325707 The GL Series Shield must be installed onto sprinkler prior to sprinkler installation into fitting. Step 1. Install the Shield over the sprinkler threads down to the end of the sprinkler threads. (Do not thread shield past threads and onto sprinkler relief area). Step 2. With pipe thread sealant applied, hand tighten the sprin- kler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using the appropriate sprinkler wrench. Step 4. After the sprinkler is installed, spin the shield back up the threads towards the sprinkler fitting until the shield comes in contact with the fitting. Step 5. Unclip the hooks from the Cage of the appropriate sprin- kler guard assembly. Step 6. Spread the cage open slightly at the base to provide sufficient space to install the sprinkler guard over the sprinkler frame. (NOTE - spreading the cage too much may damage the sprinkler guard) Step 7. With the guard positioned over the sprinkler frame, close the cage such that the notches at the base of the cage fit around the thread relief of the sprinkler (space between the top of the threads and the wrench flats). Step 8. While holding the cage closed, slide one of the hooks down the cage frame to the notch to where it clicks into place. Step 9. While squeezing the open side of the cage, slide the second hook down to the notch in the same manner as the opposing side. Step 10. Inspect the sprinkler and sprinkler guard for any dam- age. Replace either if any damage is observed. NOTE: The guard cage may be oriented in any position relative to sprinkler frame arms. GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I I I I I I 1 I I I I I I I I NOTE: See Table A for appropriate Listings/Approval combinations. I 4077 Airpark Dr. Standish, Ml 48658 • 989-8464583 www.globesprinkler.com Technical Support. 989-414-2600. techserviceglobesprinkler.com APR 2017 GFS-450 (Formerly B-I) PAGE 3 OF 3 I I I I SPRINKLER 1-1 HEADS 1 Ll I I I I I d I r- I I tqccs Fire Protection Products Worldwide Contacts www.tyco-fire.com Model ESFR-25 I 252 K-factor Pendent Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-25 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 25.2 (Ref. Figure 1). They are suppression-mode sprinklers that are especially advantageous as a means of eliminating the use of in-rack sprinklers when protecting high-piled storage. The Model ESFR-25 Sprinklers are pri- marily used for ceiling-only sprinkler protection of (but not limited to) the fol- lowing storage applications: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics uncartoned (exposed) expanded plastics in accordance with NFPA 13 and FM Global standards some storage arrangements of rub- ber tires, roll paper, flammable liq- uids, aerosols, and automotive components For more specific criteria, refer to Table A as well as the applicable design standard. The Model ESFR-25 Pendent Sprin- klers provide the system designer with hydraulic and sprinkler place- ment options not presently available to the traditional ESFR sprinklers having nominal K-factors of 14.0 and 16.8. In particular, the Model ESFR-25 Sprin- kler has been designed to operate at substantially lower-end head pres- sures, as compared to ESFR Sprinklers IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. I Page I of 4 having nominal K-factors of 14.0 and 16.8. This feature offers flexibility when sizing system piping, as well as possi- bly reducing or eliminating the need for a system fire pump. Also, Model ESFR-25 Sprinklers permit use of a maximum deflector-to-ceiling distance of 18 inches (460 mm) versus 14 inches (356 mm). Additionally, a storage arrangement of 40 ft. (12,2 m) with a ceiling height of 45 ft. (13,7 m) does not require in-rack sprinklers as do other ESFR Sprinklers having nominal K-factors of 14.0 and 16.8. The Model ESFR-25 Sprinklers are listed by Underwriters Laboratories (UL) for specific applications with a maximum storage height of 43 ft. (13,1 m) with a maximum ceiling height of 48 ft. (14,6 m) without the requirement for in-rack sprinklers. Refer to the Specific Application Listing (UL) for the design criteria. Applications for the TYCO ESFR Sprin- klers are expanding beyond currently recognized installation standards. For information on research fire tests (e.g., with flammable liquids and aerosols) that may be acceptable to an author- ity having jurisdiction, contact Tyco Fire Protection Products (TFPP) Technical Services. NOTICE The Model ESFR-25 Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be referenced to ensure applicability and to obtain complete installation guide- JULY 2016 lines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) 1Y9226 TY9226 is a re-designation for Central SIN 9226, Gem SIN G8441, and Star SIN S8010. Technical Data Approvals UL and C-UL Listed FM Approved VdS Approved NYC Approved under MEA 356-01-F LPCB Certified (Cert. Nos. 094b and 0071) CE Certified (Certificate of Conformity 1725-CPD-HOO10) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 1 Inch NPT or ISO 7-R1 Discharge Coefficient K=25.2 gpm/psi½ (362,9 1pm/bar") Temperature Ratings 165°F (74°C) and 212°F (100°C) Finish Natural Brass TFP3I2 I I I I I I I ~7 Li 1 1 1 I I I I I I I I I I I I I I 1 I TFP3I2 Page 2 of 4 9/16' (14,3 mm) NOMINAL MAKE-IN NPT 1-13/16" (46,0 mm) THERMAL SENSING ELEMENT WRENCH FLATS I TEMPERATURE I RATING - 2' (50,8 mm) -H FIGURE 1 MODEL ESFR-25 PENDENT SPRINKLER, 25.2K EARLY SUPPRESSION, FAST RESPONSE Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM Global Class I-IV and Group A or B Plastics Chapters 16 and 17 2-0 and 8-9 Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class I-IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global Chapter 12 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global Chapter 18 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM Global 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM Global 7-31 Automotive Components in Portable Racks Refer to NFPA 13 N/A (Control mode only; refer to the Standard) Chapter 20 N/A Not Applicable TABLE A MODEL ESFR-25 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW 7 Components: 8 1 - Frame 2 - Deflector 3 - Compression Screw 4 -Hook 6 5 - Strut 6 - Link Assembly 7-Button 5 8 - Sealing Assembly 9 - Ejection Spring 3 2 3-13/16 (96,8 mm) I TFP3I2 Page 3 of 4 Physical Characteristics Frame .............................Brass Deflector ..........................Bronze Compression Screw ..........Stainless Steel Hook . MONEL Strut . MONEL Link Assembly................Solder, Nickel Button .............................Brass Sealing Assembly. Beryllium Nickel w/TEFLON Ejection Spring ..................INCONEL Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-25 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines. The following general guidelines are not intended to provide complete installa- tion criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP316 Model ESFR-17 (TY7126) K=16.8 Upright Sprinkler TFP317 Model ESFR-17 (TY7223) K=16.8 Pendent Sprinkler TFP318 Model ESFR-1 (TY6226) K=14.0 Pendent Sprinkler TFP319 Model ESFR-14 (TY6236) K=14.0 Pendent Sprinkler System Type Wet Pipe Roof Construction Unobstructed or obstructed con- struction (e.g., smooth ceiling, bar joists, beam and girder, and so forth). Where the depths of the solid struc- tural members (e.g., beams and stem) exceed 12 inches (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 / FM Global 2-0 Maximum Spacing 12 feet (3,7 m) for building heights up to 30 feet (9,1 m) 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m). In some cases, installation standards permit a greater spacing. Minimum Spacing 8 feet (2,4m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA Deflector-to-Ceiling Distance 6 to 18 inches (152 to 457 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. Specific Application Listing (UL) TYCO Model ESFR-25 Pendent Sprin- klers are listed by Underwriters Labo- ratories (UL) for Specific Applications with a ceiling height greater than 45 ft. (13,7 m) up to and includ- ing 48 ft. (14,6 m), and a storage arrangement up to and including 43 ft. (13,1 m), the following guide- line are provided for the TYCO Model ESFR-25 Pendent Sprinklers: Sprinkler Position Pendent: Frame arms aligned with pipe Deflectors parallel with ceiling or roof System Type Wet Pipe only Maximum Area of Coverage 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Area of Coverage 64 ft2 (5,8 m2) according to NFPA 13 Maximum Slope Ceiling 2 inch rise for 12 inch run (16.7%) Maximum Spacing l0 feet (3,1 m) In some cases, the installation stan- dards permit a greater spacing. Minimum Spacing 8 feet (2,4 m) Temperature Rating 165°F (74°C) and 212°F (100°C) Deflector Distance from Walls Minimum of 4 inches (102 mm) from walls but no more than 1/2 the allow- able distance permitted between sprinklers Deflector to Top of Storage Minimum of 36 inches (914 mm) Deflector-to-Ceiling Distance 6 to 14 inches (152 to 356 mm) Maximum Ceiling Height 48 feet (14,6 m) Maximum Storage Height 43 feet (13,1 m) Storage Arrangement Palletized, solid piled, open frame, single row, or double row Commodity Class I-IV; Cartoned, unexpanded plastic Sprinkler System Design NFPA 13 for ESFR Sprinklers based upon 45 psi (3,1 bar) design pressure, 169 gpm (640 1pm) with 12 sprinkler remote area Minimum Aisle Width 5 feet (1,5 m) I I I [1 I I I I I 1 I Li I I I I I I I TFP3I2 Page 4 of 4 FITTING SIDE TOWARDS SPRINKLER FITTING FIGURE 2 W-TYPE 1 SPRINKLER WRENCH Installation TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Damage to the fusible Link Assem- bly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible Link Assembly), and by using the appropriate sprinkler wrench. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 1 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 20 to 30 lbs.-ft. (26,8 to 40,2 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-25 Pendent Sprinkler in the pendent posi- tion (Ref. Figure 2). Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-25 Pendent Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-25 Pendent Sprinkler using only the W-Type 1 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figure 1). Step 4. After installation, inspect the Link Assembly of each Model ESFR-25 Pendent Sprinkler for damage. In par- ticular, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assem- bly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. Care and Maintenance TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Model ESFR-25 Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (TY9226), (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) ..................58-441-1-165 212°F (1 00°c) .................58-441-1-214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-25, Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (1Y9226) with ISO 7-1 thread connection, (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) ............... ...58-442-1-165 212°F (100°C) ......... ........ 58-442-1 -214 Sprinkler Wrench Specify: W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 I I I I I I I I 1 I [1 I I I I I WRI RE( I GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 I Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqco MONEL and INCONEL are trademark of Special Metals Corporation. Fire Protection Products TEFLON is trademark of DuPont Corporation. QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE PENDENT VERTICAL SIDEWALL I I I rjjT3 Iti?LL*:i i,jR7 I 'itI QUICK RESPONSE A U TO MA TI C SPRINKLERS GL SERIES UPRIGHT ,o PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable stan- dards. It offers the additional feature of greatly increased safe- ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- uted in an approved pattern depending upon the deflector style used. I I I I I I I I TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size I I [1 I QUICK RESPONSE HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL oSPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER I BULB I COLOR I I N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 135°F/1 55°F 57°0/68°C ORANGE/RED 100°F 38°C INTERMEDIATE I 175°F/200°F 79°C193°C I YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 225°F 107°C APR 2017 GFS-100a (Formerly A-20) I I QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4' (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Chrome White Polyester' 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester2'3 8.0 (115 metric) I 3/4"NPT (20mm) 2 7/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS29/16". 2FINISHES AVAILABLE ON SPECIAL ORDER, 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE STYLE SIN MODEL K FACTOR HAZARD cULus FM LPC CE NYC-DOB MEA101-92-E 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) GL2815 2.8 LH X X X X X X X GL4215 4.2 LH X X X X X X X GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0* LH/OH X X X X X X X ___ x x x 6 x 0 x x x x GL2801 2.8 LH X X X X X X - X GL4201 4.2 LH X X X X X X X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 8.0* LH/OH X X X X X X --- , X GL8106 8.0 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLt GL8133 8.0 LH X X X X X X --- GL2826 2.8 LH X X X X X X X HORIZONTALGL5626 GL4226 4.2 LH X X X X X X X SIDEWALL 5.6 LH/OH X X X X X X X --- - X GL5627a 5.6 LH/OH X X X X X X X GL8127 8.0 LH/OH X X X X X X - CONVENTIONAL GL5624 5.6 LH/OH X X X X X - --- X X (OLD STYLE) GL8125 8.0 LH/OH X X X X X - --- X X 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA1 3 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO 8S5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity Model Number . Style . Orifice products found to be defective in material or workmanship for a Thread Size • Temperature . Finishes desired period of one year from date of shipment. Quantity - Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). OMW WA46UE FIRE SPRINKLER CORPORATION APR 2017 I I H I I I I I I I I I H I I I I I I 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com PRINTED U.S.A. GFS-looa (Formerly A-20) I I I I I HANGER & I BRACES COMPONENTS U I I I LI I I I I Li I I fl 2 nominal width Not less than Wood Fonng Product Features (1-14 ' P. No pre-drilling required. Not less than Quick to install using the Sammy 3" nominal Nut Driver with an 18V cordless thickness (2-1/2') (depth or side d Joist drill/driver. Wood J27 of vertical member) Saves time from traditional Double Sheetrock methods. Ceiling 1/ Reduces installation cost. Made in the U.S.A. €1i - 1/4" 8002957 GST 100 114 x1" 25 125 670 (3/4' Ply) 1/4" 8003957 GST 200 1/4x2" 1760 (Fir) 25 125 1/4" 8004957 GST 300 114x3" 2060 (Fir) 25 125 3/8" 8006957 GST.75 114x3/4" 564 (3/4 Ply) - - - 25 125 3/8" 8007957 GST 10 1/4 x1" 210 (7116 B) 300 25 125 670 3/8 8008957 GST 20 1/4x2 1760 (Fir) 850 1475 25 125 " 8068925 GST 20-SS 1/4x2" 1760 (Fir) 850 25 125 3/8" 8009925 GST 2S-380 3/8x2-1/2" 2113 (Fir) 1500 25 125 4- 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 #14 Black 3/8" 8069925 GST 30-SS 1/4x3" 2060 (Fir) 25 125 Nut Driver Part# 8113910 3/8' 8011925 GST 40 1/4x4" 2180 (Fir) - 25 125 3/8" 8012925 GST 60 1/4x6" 2230 (Fir) 25 125 - 1/2" 8013925 GST 2 1/4 x 2' 1760 (Fir) - - 25 125 1/2" 8014925 GST 2.5-380 3/8x2-1/2" 2113 (Fir) 25 125 • 1/2" 8015925 GST3 1/4x3" 2275 (Fir) 25 125 1/2" 8016925 GST4 1/4x4" 2180 (Fir) 25 125 1/2" 8017925 GST6 1/4x6" - - 2230 (Fir) 25 125 #14SWRed Nut Driver Part # 8114910 Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 3%" x 12 pitch roof. • Reduces installation cost. Allows 17 deflection from vertical. • Made in the U.S.A. WIRM . .. OTRO OD 00 Am~ .LAUJiI t1aI1r €ir Tgj 3/8" 8139957 SH-GST 20 1/4x2 1257 (Fir) 1050 1475 25 125 125 3/8" 8141957 SH-GST 30 1/403' 1720 (Fir) 1500 1475 25 125 #14 Black - Nut Driver SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into Part #8113910 contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.sammysuperscrew.com 4 NW ________ I SAMMYS® HORIZONTAL MC I Not less than 2" nominal width ..-..... (1-1/2') up to 3-1/2" pipe; not less than 3" (2-1/2") nominal width 4" & 5 pipe I Minimum ¶ 2-1/2" from bottom for branch lines. Minimum 3" from bottom for mainlines. Exception: Th shall not apply to 2" o • /1 requirement Product Features No pre-drilling required. Floor Joist Quick to install using the Sammy Nut Driver with an 18V cordless is drill/driver. of Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. ComposiTrTiss It fac i Ujup2nuec'Instailloi Li I - 1/4' 8018957 1/4" 8019957 • 3/8' 8020957 -- I 3/8' 8021957 - 3/8" 8073925 #14 SW Red 3/8" 8022925 Nut Driver 3/8" 8023925 - Part #8114910 Iftim Wn Ift ln1 SWG 100 1!4 xl" 622 (Fir) - 25 SWG 200 1/4x2" 1725 (Fir) 25 SWG 10 1/4x 1" 622 (Fir) 300 25 SWG 20 1/4x2" 1725 (Fir) 1050 25 SWG 20-SS 1/4x2" 1725 (Fir) 850 -. 25 SWG 25-380 3/8x2-1/2" 2249 (Fir) 1500 25 SWG 30 1/4x3" 1884 (Fir) - 25 125 125 125 125 125 125 125 II ALLAT1OTEPS - WRTUM INTO WOOD &ST€€: j rNSTALLATIO I N STEPS INTO WOOD & STEEL] Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. 1. Insert the appropriate nut driver into a 3/8" or 1/2"portable driil. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill 2. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, begin installation. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. 3. When the nut driver spins free on the SAMMYS, stop the drill and remove. The SAMMYS is now ready to receive 1/4'ç 3/8' 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #14S IN red nut driver) 4. The unit is now ready to receive 1/4' 3/8" or metric all thread rod or bolt stock. Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs, for maximum Note: When installing SWDR, follow the above instructions, then add retainer nut pullout in puriin steel. and torque to 20 foot lbs. for maximum pullout in puriin steel. I I 1 I I iEii11Th1 I I I SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. I I I Upper Attachments Fig. 58 - Threaded Side Beam Bracket ®TCL.CO Size Range: I8"-16 rod, pipe sizes 1/2° (15mm) thru 4" (100mm) C®US Material: Pre-Galvanized Steel LISTED Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. upRovw Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept /8' and 1/2" fastener B bolts. Per NFPA 13: 1/2" (15mm) thru 2' (50mm) pipe requires /8 fastener, 21/2' (65mm) thru 4' (100mm) pipe requires 1/2" fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4' (100mm) pipe. Finish: Pre-Galvanized 41, Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. Per NFPA / 1-318or 'If Lag Bolts I ') Up to 4 (100mm) pipe 2- #16x 2° Drive Screws Wi15rnm)4"(i00mmjpipe I UL Listed Fastener Table Pipe Size Uty Fastener Type Material 2" 2 #16 x 2' Drive screws Wood 2 1 /8" Lag bolt Wood 21/2' - 4" 1 1/2' Lag bolt Wood 31/2" 2 1/4" x 11/2' Lag bolts Wood 4" 2 1/4' x 2' Lag bolts ** Wood 4' 2 1/4" x 1" Tek screws Metal (15 gauge) 4" 2 1/4" x 1" Tek screws Metal (16 gauge) ** No pre-drilling Larger pipe sizes can be hung with reduced spacing I I II] I I I I I I I I 2- f4!' x 2" Lag Bolts (No Pro-Drilling Up to 4" (100mm) pipe 2- #14 x 1° Tek Type Screws Into Mm. 16 Gauge Steel Up to 4° (100mm) pipe Bolt & Hex Nut Up to 4(100mm) pipe E I Part No. Pipe Size Rod A B C Approx. Wt./100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 1/2° -4° (15-100) /8"-16 2/4' (69.8) 11/2' (38.1) 11/8" (28.6) 14 (6.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 85 I I I I B-Line by Et.N ®TOL.CO C @Us Fig. 109A I Concrete Inserts Fig. 109A - Concrete Deck Insert - Hanger Application Size Range: /-1 6 thru I8"-9 rod Material: Steel Function: For use in metal deck formed concrete to attach hanger rods. Allows for pie-positioning of hanger rods in poured concrete decks. Approvals: I8" - /8" rod size is Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for I_ alternative finishes and materials. Order By: Figure number, rod size and finish. Contact B-Line for custom rod lengths. Applications Per NFPA 13 (2010): UL Listed as a component of a hanger assembly per Section 9.1.1.4.1 1 See dimensions and installation Detail below. 11/4" 1" (25.4mm) (31.7mm) Minimum I Fig. 109A 12' (305mm) 11(25.4mm) Minimum r— Minimum 4 " 4 a 4 Rod Max. Max. Hanger Approx. Size Pipe Size Spacing Wt/100 Part No. in. (mm) in. (m) lbs. (kg) 109A-3/8 /"-16 4 (101.6) 15'-0" (4.57) 67.0 (30.4) 109A-1/2 1/2'..13 8' (203.2) 15'-0,' (4.57) 69.0 (31.3) 109A-5/8 /8'-1 1 Contact B-Line 71.0 132.21 109A-3/4 /4'-10 Contact B-Line 213.0 (96.6) 109A-7/8 /8"-9 Contact B-Line 217.0 (98.4) 1 I I I I I I I I 1 /4 (31.7mm) NOTES: Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jam nut is required to prevent the anchor bolt from laying over when concrete is poured. There is no structural strength added from the use of a mechanical fastener to hold the product in place before the pour. Minimum spacing between inserts shall be not less than 41/2" (114 3mm) for 3M" and 6' (1152.4mm) for 1/2" 12" (305mm) Minimum 1" (25.4mm) Minimum 12" (305mm) Minimum 1" (25.4mm) Minimum - A 4 a " '/4* I 4 T (31.7mm) (31.7mm) 1 a a C, = ____________ C-, C3 C / 0 0 1)25.4mm I \L o C-) w Minimum Fig. 109A Fig. 109A B-Line All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. by ET'J 74 Fire Protection Solutions Concrete Inserts ®TOLCO 0 Standard Bolt Length 8" (2032mm) Fig. 109A - Concrete Deck Insert - Brace Application Size Range: /8'-16 thru I8'-9 rod Material: Steel Function: For use in metal deck formed concrete to attach hanger rods. Allows for pre-positioning of hanger rods in poured concrete decks. Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size and finish. Contact B-Line for custom rod lengths. Qualifies as an acceptable alternate seismic brace fastener per Section 9.3.5.9.6 Certification calculations for this application are available upon request. See dimensions and installation Detail below. 12" (305mm) 1" (25.4mm) 12 (305mm) 1" (25.4mm) 12" (305mm) 1" (25.4mm) Minimum H- Minimum _Minimum j.m__ Minimum }..i_. Minimum Minimum a { a ' a a " a - a a " a a 4I 4 D' , 4 TT 4 a 0 '' a a a 4 03 I Fig. 109A u Fig. 109A l25.4mm Minimum Fig. 109A 1" (25.4mm) Minimum Rod Max. Horizontal Load 'D' Mm. Anchor Approx. Fig, 109A Size Brace At 450 Embedment Depth Wt./100 Part No. lbs. (kN) in. (mm) lbs. (kg) 109A-3/8 /8'-16 560 12.491 2/' (66.7) 67.0 (30.4) 109A-1/2 h/2'13 660 12.931 2/8' 166.71 69.0 (31.3) 109A-5/8 1--11 680 13.021 2/8 (66.7) 71.0 (32.2) 109A-3/4 J4'-10 700 (3.11) 2/8' (66.7) 213.0 (96.6) NOTES: 109A-7/8 7'9 700 (3.11) 2' (66.7) 217.0 (98.4) Mounting holes are standard. If the plate is not mechanically secured to Seismic bracing design load calculated in compliance with the requirements the deck ribs, a jam nut is required f IBC 2009 / CBC 2010. to prevent the anchor bolt from laying over when concrete is poured. There Rod Max. Horizontal Load 'D' Mm. Anchor Approx. is no structural strength added from Size Brace At 45° Embedment Depth Wt./100 the use of a mechanical fastener to Part No. lbs. (kN) in. (mm) lbs. (kg) hold the product in place before the 109A-3/a /8'-16 337 (1.50) 2/' 166.71 67.0 (30.4) pour. 109A-112 1/2'..13 395 (1.75) 2/8' (66.7) 69.0 (31.3) Minimum spacing between inserts 109A-518 '-11 395 (1.75) 2/8' (66.7) 71.0 (32.2) shall be not less than 4½' (114.3mm) for 3M° and 6 (1152.4mm) for 1/2" 109A-3/4 /4'i0 395 11.75) 2/8' (66.71 213.0 (96.61 109A-7/8 7'9 395 11.751 2/8" (66.7) 217.0 (98.4) Seismic bracing design load calculated in compliance with the requirements of (BC 2012/CBC 2013. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 75 Revised 8/8/2014 I I [1 I I I I I I I I I I I I I I I I BLine by E4J I Threaded Accessories ®TOLCQ' I B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) B32051 - Threaded Rod (right & left hand threads) Size Range: 3/8"-16 thru 3-4 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish I TL Specify Length <:1: < TL TL re Size Standard Design Load I Thread Size Thread Length IL 650°F (343°C) 150°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) • I B3205-1/2 B3205-3/8 x 1 X L /8"-16 1/2"13 21/2" (63.5) 21/2" (63.5) 730 1350 (3.25) (6.00) 572 1057 (2.54) (4.70) B3205-5/8 x 1 /8-1l 21/2" (63.5) 2160 (9.61) 1692 (7.52) B3205-3/4x L /4"-10 3" (76.2) 3230 (14.37) 2530 (11.25) I B3205-7 /e X '1' /8'-9 31/2" (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog. I ATR - All Threaded Rod - 120" (3.05m) Lengths (TOLCO Fig. 100) Fig. 99 - All Threaded Rod Cut To Length Size Range: /8'-16 thru 11/2'6 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F 1399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish I Part No. - Size x Length AIR Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 R. Lbs. (kg) AIR 1/4° x 120 99-/4° x length 20 240 (1.07) 12 (5.44) ATR 3/8° x 120 99-/8° x length 16 730 (3.24) 29 (13.15) ATR /2" x 120 99-1I2° x length 13 1350 (6.00) 53 (24.04) AIR 5/g" x 120 995/g° x length 11 2160 (9.60) 89 (40.37) AIR 3/4° x 120 993/4° x length 10 3230 (14.31) 123 (55.79) AIR /8° x 120 991/g° x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog B LI ne All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. b Revised 4/28/2014 94 Fire Protection Solutions y ET.N I 1 I I I Fig. 200 Fig. 200-1 to 200-2 Fig. 200-21/2 to 200-8 Part No. Pipe Size in. (mm) Rod Size in. A (mm) in. B (mm) Approx. Wt./100 lbs. (kg) 200 1/2 1/2" (15) /8"-16 31/8' (79.4) 2/8" (66.7) 11 (5.0) 200-/4 3/4" (20) /8'-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) /8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200_11/4 11/4" (32) /8"-16 33/4° (94.0) 2f8" (73.0) 13 (5.9) 200-11/2 11/2" (40) /8"-16 3/8" (98.4) 2I8" (73.0) 14 (6.4) 200-2 (50) /8"-16 41/2" (114.3) (16.3) 15 (6.9) 200_2112 21/2" (65) I8"-16 5/8' (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) 3/8 -16 57/8" (149.1) 4" (101.6) 29 (13.3) 200-31/2 31/2" (90) /8"-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) 200-5 5" (125) 1/2"_13 91/8" (231.8) 61/4" (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) '/f-13 131/8' (333.4) 3/4" (222.2) 136 (62.3) I I I I I I Fig. 200S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified Fire Protection Solutions 21 I B-Line by E4J I Pipe Hangers I LI Fig. 200 - 'Trimline" Adjustable Band Hanger (B-Line Fig. B317ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig. B311ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut ®TOLCO c®us USTED. 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-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F 1343°C) Finish: Pre-Galvanized. Stainless Steel j. 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. I I I I I I I F~ H Fig. 200C Fig. 200F I BLine by ET4U All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 48 Fire Protection Solutions I Seismic Bracin Fig. 15 - Swivel Attachment ®TOLCO I Size Range: - /8-1 6 Rod Attachment May be used as a structural attachment Ct)S Material: Steel component of a branch line restraint usmo Function: Recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to I Fig. Coiling Plate Fig. 75 Swivel Ceiling 'too' let May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. Fig. 200 78 All Steel Approvals: Underwriters Laboratories Listed in the USA (UL) and Adjustable All Attachment anchor bolt, beam clamp, etc. "Trimline" Threaded Rod Canada (cUL) to support up to 4' 1100mm1 pipe. Band Hanger Finish: Electro-Galvanized Weight: Approx. Wt./1 00 - 13.3 Lbs. (6.0kg) ' Fig. 25 Surge Restrainer Order By: Figure number Patent: #7,887,248 o 1IS Fig 65XT Reversible Beam Clamp \) Fig. . - W-Beam 75 Swivel Attachment All / I Threaded Rod May be used with a pitched roof application, to meet requirements of NFPA 13 (2010) Sec. 9.1.2.5. Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener with Break-Off Bolt Head Size Range: Secures /81-16 thru /8'-9 hanger rod Material: Steel Function: Secures channel to hanger rod for vertical seismic bracing. Slight distortion of the channel (strut) may occur upon installation of rod stiffeners. Approvals: Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish: Electro Galvanized. Contact B-Line for alternative finishes and materials. Weight: Approx. Wt./1 00: Fig. 98 - 11.8 Lbs. (5.3kg) Order By: Fig. 98B - 12.7 Lbs. (5.7kg) Figure number Rod Maximum Rod Length Maximum Spacing Between Size Without Rod Stiffener Rod Stiffeners 19" (482mm) 13" (330mm) 11Z" 25" (635mm) 18" (457mm) 31" (787mm) 23" (584mm) 3/4" 37" (940mm) 28" (711 mm) 43" (1092mm) 33" (838mm) 1" 50" (1270mm) 38" (965mm) 60" (1524mm) 43" (1092mm) I I I I I I I I I Notes: Rod stiffeners are required only on hanger and trapeze assemblies that have seismic bracing attached at or within 4' (101.6mm) of the rod. A minimum of two rod stiffeners (Figure 98, 98B, or 5C228) must be installed. Recommended torque on Figure 98 and 5C228 is 8 ft-lbs. (10.8Nm) or finger tight and one full turn with a wrench. Figure 98B has the break off bolt head. ®TOLCO Set Bolt Included > D Mounting Hardware Is Not Included I Seismic Bracing I Fig. 909 - No-Thread Swivel Sway Brace Attachment Size Range: 1" (25mm) bracing pipe. For brace pipe sizes larger than 1" (25mm), use Fig. 980. Available with holes for 1&"-13 thru /4"-10 fastener I attachment. Material: Steel, hardened cone point set bolt Function: The structural component of a sway and seismic bracing system. I Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design I allows for easy inspection of pipe engagement. Application Note: Fig. 909 is used in conjunction with the Fig. 1000, Fig. 1001, Fig. 4A or Fig. 4L or other approved TOLCO attachment to pipe, and joined together with bracing pipe. Sway brace assemblies are intended to I be installed in accordance with NFPA 13. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Installation Instructions: Fig. 909 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the 'bracing pipe' and TOLCO 'braced pipe' attachment, Fig. 1000, 1001, 4A, or other approved TOLCO attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until the head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, fastener attachment size and finish I I I [1 Li 1 Part Mounting Hole Brace Max. Design Approx. Number D Pipe Size A B Load Wt/100 in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 909.1/2* 17/32" (13.5) 1 (25) 6" (152.4) 1/8" (41.3) 2015 (8.96) 91 (41.3) 909-/ 11/16" (17.5) 1" (25) 6" (152.4) 1/" (41.3) 2015 (8.96) 90 (40.8) 9tJ9_3/4 13/16' (20.6) 1,' (25) 6" (152.4) 1/" 141.31 2015 (8.96) 89 (40.4) I I I I I * Standard size Important! - For load information when using Fig. 909 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages ALl thru A121. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 63 Revised 71/30/2015 by vr.j I U ®TOL.CO C® US US1ED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 5/9/2014 70 Fire Protection Solutions Seismic Bracing Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1 (25mm) thru 8(200mm) IPS. Pipe size used for bracing: 1' (25mm) and 11/4" (32mm) Schedule 40 lPS. 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 schedules 7 through 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). For FM Approval information refer to page 71. Finish: Plain or Electro-Galvanized. Contact B-Line 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 11/4 (32mm)), and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. U 1• I I I 111 I Ii I I IT I Pipe Size in. (mm) Part Number & Approx. WtJ100 1" (24mm) Brace Pipe 11I4° (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - Lbs. For Brace Pipe Size 1,' I 11I4" Sch. 7 Sch. 10 Sch. 40 1" I 11/4" 1" I 11/4" 1" I 11/4" 1 (25) 1001-1 X 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) --I-- 1000/1000 1000/1000 11/4" (32) 1001.11/4 X 100.0 (4s.3) 1001-1/4 X 11/4 114.0 (51.7) 1000 /1000 1000/1000 1000/1000 11/2" (40) 1001.11/2 X 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1000 /1000 1500 /1500 1500 /1500 (50) 1001-2X1 108.0 (49.0) 1001-2X1'/4 121.0 (54.8) 1000/1000 2015/2015 2015/2015 21/2" (65) i 1001-2'/2X1 138.6 (62.8) 1001-2112X11/4 160.4 (72.7) 1600/1600 2015/2765 2015/2765 (80) 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015 /2765 2015/2765 (100) 1001-4 X 160.9 (73.0) o 1001-4 X 11/4 182.4 (82.7) I 1600/1600 2015/2765 2015 /2765 6" (150) 1001-6X1 190.0 (86.2) 1001-6X11/4 211.4 (95.9) 1600/1600 2015/2765 2015/2765 8" (200) 1001-8X1 217.4 (98.6) 1001-8X1'/4 238.8 (108.3) 1600/1600 2015/2765 2015/2765 <& APPROVED j Seismic Bracing ®TaLco Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1" 125mm) thru 8" (200mm) I PS. Pipe size used for bracing: 1' (25mm) and 11/4' (32mm) Schedule 40 lPS. 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 schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct 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: Approved by Factory Mutual Engineering (FM), For UL Listed information refer to page 70. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing 11' (25mm) 0111/4" (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. I I I I I I I I I Design Load- For Sch. 1, Sch. 10. & Sch. 40 Pipe Pipe Part Number & Approx. Wt./100 Allowable Horizontal Capacity (lbf) Per lnstallation',Z3 Size 1" (24mm) Brace Pipe 1 /4" (32mm) Brace Pipe 30°.44° 45°..59° 600-740 15°-900 in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) (25) 1001-1 X 100.0 (45.3) I 1001-1 X 11/4 118.0 (53.5) 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4"(32) 1001_11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 (51.7) J 1230(5.47) 1740 (7.74) 2140(9.52) 2380 (10.58) 11/2" (40) 1001-1'/2 X 100.0 (45.3) 1001-1'/2 X 11/4 115.0 (52.1) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) (50) 1001-2 X 108.0 (49.0) 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2" (65) 1001-2'/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) (80) 1001-3 X 1 147.2 166.71 1001-3 X 11I4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4 X 160.9 (73.0) 1001-4 X 1/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 217.4 (98.6) , 1001-8 X 11/4 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/I 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as Schedule 7". These ratings may also be applied when EN 10220 and GB/I 8163 steel pipe. Load rating for Schedule 10 above may be applied to GB/I 3092,EN 10255M and H, or JlS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. V~~ 1~\~Vx C ~p All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 71 by ET.ft1 I I I I I I I I I Bolt Size B C C8 Pipe Clamps ®TOLCO B3140 - Standard Pipe Clamp (TOLCO Fig. 4) B3140C - Standard Pipe Clamp PVC Coated (TOLCO Fig. 41PVC) I Size Range: 133140/63140C Size 1/2 (15mm) thru 12" (300mm) pipe Material: Steel Function: Recommended for the suspension of non-insulated pipe or insulated pipe with B3151 shields. (Use B3200 weldless eye nut, I 63210 eye rod or 83211 welded eye rod.) B3140F and B3140C are designed to reduce noise and vibration and/or prevent electrolysis. Approvals: Underwriters Laboratories Listed in the USA (UL), Canada (cUL) 3/4 (20mm) - 12° (300mm), and approved by Factory Mutual I Engineering (FM), 3/4° (20mm) - 8° (200mm). Federal Specification WW-H-1 71 E & A-A-1 192A, Type 4, and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 4. Note: For piping that requires sway bracing refer to Fig. 4A. I Maximum Temperature: - 750°F (399°C) Finish: Plain. Contact B-Line for alternative finishes and materials. I Order By: Figure number, pipe size and finish. Order Note: When ordering 83140F allow for /16' (4.8mm) felt on each half of clamp. Designed to meet or exceed requirements of FM DS 2-0. I I / 1i B3140 83140C I Pipe Approx. Part Size A B C Bolt W000 No. in. (mm) in. (mm) in. (mm) in. (mm) Size lbs. (kg) I B3140-1I2 /2' (15) /8" (9.5) 31/32' (24.6) 117/32' (38.9) /16"-18 30 (13.6) U 1 B3140-3/4 3/4" (20) /16° (14.3) 1/32' (27.8) 121/32" (42.0) /1611-18 31 (14.0) . B3140-1 (25) /16" (14.3) 1f16" (33.3) 1I8" (41.6) /1611-18 33 (14.5) 11/4° (32) 17/32" (13.5) 1/16" (36.5) 2" (50.8) /16"-18 39 (17.7) I I 83140_11/4 B3140-11/2 11/2° (40) 19/32° (15.1) 121/32" (42.0) 2/32" (56.4) /16"-18 41 (18.6) B3140-2 (50) /16" (14.3) 21/8' (54.0) 2f4' (69.8) 1/2'13 118 (53.5) B3140-21 /2 21/2' (65) /8° (15.9) 221/32" (67.5) 3/32° (83.3) 1/2°_13 130 (58.9) I B3140-3 3' (75) 5/8" (15.9) 2'/16" (74.6) 3/16' (90.5) 1/2"_13 150 (68.0) B3140-31/2 31/2° (90) /8° (15.9) 3/32' (80.1) 325/32" (96.0) 1/2 -13 158 (71.6) B3140-4 (100) 3/4° (19.0) 3/16" (90.5) 4 /16" (109.5) /8"-11 239 (108.4) I B3140-5 (125) 3/4" (19.0) 41/8" (104.8) 4/8" (123.8) /8"-11 272 (123.4) B3140-6 6' (150) /8" (22.2) 4/16" (125.4) 51 /1e" 1147.61 /4"-10 541 (245.4) • B3140-8 8" (200) 1, (25.4) 61/16" (154.0) 6/16" (176.2) /4°-10 642 (291.2) I B3140-10 10" (250) 1" (25.4) 7/8" (187.3) 811/16" (220.7) /8"-9 1366 (619.6) B3140-12 12" (300) 1" (25.4) 8/16" (214.3) 93/4° (247.6) /811-9 1543 (699.9) I I . All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. I B-Line 32 Fire Protection Solutions ®TOLCcI LISTED R nnua ann nex nuts uniciunea I Seismic Bracing I Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4' (100mm) thru 8' (200mm) pipe. For sizes smaller than 4' (100mm) use B3140. I Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada I (cUL) 4' (100mm) thru 8" (200mm). Installation Instructions: Fig. 4A is the 'braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combine I with the 'bracing pipe' and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4A over the pipe to be braced. Attach TOLCO I transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft/lbs. (68Nm). Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish Note: Please refer to Fig. 4L for longitudinal brace applications for 2" (50mm) - 8" (200mm) pipe sizes. [1 I U I I I I Pipe Max. Horizontal Approx. Part Size A B C D Bolt Design Load W000 No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) Size lbs. (kN) lbs. (kg) 4A-4 (100) 81/2' (215.9) /16" (14.3) 3/8" (85.7) 311/16" (93.7) 1/2'..13 1600 (7.11) 221 (100.2) 4A-5 (125) 93/4" (247.6) /16" (14.3) 3/8" (98.4) 4/8" (111.1) 1/2'..13 1600 (7.11) 253 (114.7) 4A-6 (150) 111/2' (292.1) /8" (15.9) 5" (121.0) 51/8" (130.2) 1/2"_13 2015 (8.96) 513 (232.7) 4A-8 8" (200) 131/4" (336.5) 3/4" (19.0) 611/16" (169.9) 61/8" (155.6) 1/2"_13 2015 (8.96) 601 (272.6) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 49 by 4J I I I I I I I I I 4-Way Riser Brace (plan view) I ri Seismic Bracing I 1• I I Fig. 41 - Longitudinal In-Line Sway Brace Attachment Size Range: 21/2' 165mm1 through 8' I200mrnl IFS Material: Steel Function: For bracing pipe against sway and seismic disturbance ®TaLccD d@ us USTED SAt Rnit & Hzirdwra IndiiiItd Approvals: Underwriters Laboratories Listed in the USA (UI) and Canada (cUL) 21/2' 165mm1 through 8' (200mm) pipe. For FM Approval information refer to page 51. Installation Instructions: Fig. 4L is the "braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the 'bracing pipe' and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage 'bracing pipe' into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish Longitudinal Brace Pipe Max. Rec. Load Approx. Part Size A C D Bolt Size (cULuc) wt./100 I No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (M) lbs. (kg) 41-21/2 21/2" (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/2'_13 2015 (8.96) 253 (114.7) 41-3 3 (80) 7" (177.8) 2/4' (69.8) 31/16 (77.8) 1/2 .13 2015 (8.96) 268 (121.5) 414 4" (100) 81/2" (215.9) 33/9" (85.7) 311/16" (93.7) h/2'.13 2015 (8.96) 348 (157.8) • 41-5 5" (125) 93/4" (247.6) 37/9" (98.4) 4 /8" (111.1) 1/2'.13 2015 (8.96) 380 (172.3) 41-6 6' (150) 111/2 (292.1) 5" (127.0) 51/8" (130.2) 1/f-13 2015 (8.96) 640 (290.3) 41-8 8' (200) 131/4 (336.5) 5/8" (142.8) 55/8" (142.9) 1/2'•13 2015 (8.96) 728 (330.2) I I Eaton's B-Line Business seismic bracing components are designed to be compatible only with other 8-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I I B-Line by E'r.rJ All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 50 Fire Protection Solutions I I I 4-Way Riser Brace (plan view) I I Seismic Bracing I I I I I I Fig. 41 - Longitudinal In-Line Sway Brace Attachment Size Range: 21/2' (65mm) through 8" (200mm) (PS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2" (65mm) through 8' (200mm) pipe. For UL Listed information refer to page 50. Installation Instructions: Fig. 4L is the 'braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. ®TOL.CO' <::i~> APP ROVOD ot Rnit 2. Hord000 Ind,,,Io,I Longitudinal Brace Pipe Max. Rec. Load (FM) Approx. Part Size A C D Bolt Size 30°-44° 45°-590 600.740 750 900 Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (IN) lbs. (kN) lbs. (kg) I 4L-21Iz 21/2' (65) 6f16" (163.5) 21/2' (63.5) 2/4" (69.8) h/2"13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 253 (114.7) 4L-3 3" (80) 7" (177.8) 2/4" (69.8) 3/16" (77.8) '/2-13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 268 (121.5) 414 4" (100) 81/2" (215.9) 3/8' (85.7) 311/16" (93.7) 1/2 -13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 348 (157.8) I 4L-5 5" (125) 93/4° (241.6) 3/8° (98.4) 4/8° (1111) 1/2"..13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (172.3) 41-6 6' (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"..13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 640 (290.3) 41-8 8° (200) 131/4" (336.5) 5/8" (142.8) 5/8" (142.9) 1/2".. 13 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) 728 (330.2) I FM Approved when used with 1', 11/4', 11/2" or 2" Sch. 40 brace pipe. FM Approved design loads are based on ASD design method. I I Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business, I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B Line I Fire Protection Solutions 51 by .3) Pipe Supports,_Guides,_Shields & Saddles B3098 - Adjustable Pipe Support With U-Bolt Size Range: 2" (50mm) thru 12" (300mm) pipe Material: Steel Function: Designed to support horizontal pipe from floor stanchion where vertical adjustment is required. U-bolt and hex nuts are provided to hold pipe securely to saddle. Maximum Temperature: 650°F (343°C) Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Part number and finish Pipe Size Max. Pipe O.D. A Bolt Size C Use With B3088 Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) B in. (mm) Pipe Stand Lbs. (kg) B3098-2 (50) 2/4" (69.8) 6' (152.4) /8'-9 /8" (9.5) 1" 210 (95.2) B3098-21/2 21/2" (650) 31/4" (82.5) 61/2' (165.1) /8'-9 /t" (9.5) 1" 219 (99.3) B3098-3 (80) 31/2° (88.9) 6/4' (171.4) /8'-9 1/2" (12.7) 1" 240 (108.8) B3098-31I2 31/2" (90) 4' (101.6) 6/4' (171.4) /8-9 1/2' (12.7) 1' 240 (108.8) B3098-4 (100) 4/8" (123.8) 71/2" (190.5) 1-8 1/2" (12.7) 1" 340 (154.2) B3098-5 (125) 5/8' (142.9) 73/4' (196.8) 1-8 1/2" (12.7) ill 360 (163.3) B3098-6 (150) 1" (177.8) 8/8" (212.7) 11/4'-7 5/8" (15.9) 11/4° 580 (263.1) B3098-8 8" (200) 91/8" (231.8) 91/2" (241.2) 11 /4"-1 /8" (15.9) 11/4° 640 (290.3) B3098-10 10" (250) 111/8" (282.6) 10' (254.0) 11f4'7 3/4' (19.0) 11/4" 1060 (480.8) B3098-12 12" (300) 131/2" (342.9) 111/4' (285.7) 1114_i /8" (22.2) 11/4" 1060 (480.8) I I I I I I I I I I I I I I I I I U I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 140 Eaton Pipe Supports B3088S - Seismic Base Stand ®ToL.ccr Size Range: 3/4" (20mm) thru 4 (1 00mm) pipe Material: Steel Function: Designed as an unthreaded base stand for pipe supports, B3090, B3094, B3095, B3096, B3097 and B3098, to meet requirements of 12X anchor diameter hole spacing for seismic applications. The standard B3088-3 & B3088-6 already meet this requirement. Finish: Plain or E)ectro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, height and finish. Note: Match B3088S part number with dimension D' from B3090, B3094, B3095, B3096, B3097 or B3098 charts Part No. Plate Size in. (mm) Stand Pipe Size in. (mm) A in. (mm) Dia. H in. (mm) Approx. Wt./100 Lbs. (kg) B3088S-3/4 1/4' x 8" x 8" (6.3 x 203.2 x 203.2) 3/4" (20) 1" (25.4) /16" (14.3) 618 (280.3) B3088S-1 1/4" x 8" x 8" (6.3 x 203.2 x 203.2) 1' (25) 1' (25.4) 9/16" (14,3) 108 (321.1) 83088S-11/4 1/4"X8"X8" (6.3 x 203.2 x 203.2) 11/4" (20) 1" (25.4) /i' (14.3) 198 (362.0) B30885-11/2 1/4" x 8" x 8" (6.3 x 203.2 x 203.2) 11/2" (32) 1" (25.4) /16" (14.3) 858 (389.2) B3088S-2 1/4"x8'x8" (6.3 x 203.2 x 203.2) 2" (50) 1" (25.4) /16" (14.3) 993 (450.4) B3088S-21/2 /8" X 81/2' X 81/2" (9.5 x 215.9 x 215.9) 21/2" (65) 11/4' (31.7) 9/jo" (14.3) 1638 (743.0) B3088S-4 1/2' x 131/2' x 131/2' (12.7x342.9x342.9) 4" (100) 11/2' (38.1) 15/16" (23.8) 4202 (1906.0) *Based on a height of 18" 457.2mm). B3088ST - Threaded Seismic Base Stand "Height from top of pipe to bottom Thread Length of plate. Size Range: 1" (25mm) thru 4(100mm) pipe Specify adjustment is required for pipe supports B3089, B3092, and Stand Pipe Size Material: Steel Function: Designed as a threaded base stand where vertical Height 4 Holes B3093, to meet requirements of 12X anchor diameter hole spacing for seismic applications. The standard B3088-3 & B3088-6 already meet this requirement. A Finish: Plain or E)ectro-Galvanized. Contact B-Line for Plate Size alternative finishes and materials. Order By: Figure number, height and finish. Note: Match 83088TS part number with dimension 'D from B3089, B3092, and B3093 charts. Part No. Plate Size in. (mm) Stand Pipe Size in. (mm) A in. (mm) Dia. H in. (mm) TI in. (mm) Approx. Wt.I100 Lbs. (kg) B3088S1-1 1/4" x8"x8" (6.3 x 203.2 x 203.2) (25) 1" (25.4) /16' (14.3) 11/2" (38.1) 108 (321.1) B308851-11/4 1/4" x 8" x 8" (6.3 x 203.2 x 203.2) 11/4" (32) 1" (25.4) /16" (14.3) 11/2" (38.1) 198 (362.0) B308851-11/2 1/4" x 8" x 8" (6.3 x 203.2 x 203.2) 11/2" (40) 1" (25.4) /16" (14.3) 11/2" (38.1) 858 (389.2) B3088S1-2 1/4 x 8" x 8" (6.3 x 203.2 x 203.2) (50) 1" (25.4) /16" (14.3) 11/2" (38.1) 993 (450.4) B3088ST-21/2 /8" x 81/2" x 81/2" (9.5 x 215.9 x 215.9) 21/2" (65) 11/4" (31.7) s/it" (14.3) 11/2" (38.1) 1638 (743.0) B3088ST-4 1/2" x 131/2" x 131/2" (12.7 x 342.9 x 342.9) 4" (100) 11/2" (38.1) 15/16" (23.8) 2" (50.8) 4202 (1906.0) I I I U I I I I I I I I I I I I I Height from top of pipe to bottom of plate. "Specify Height Plate Size Stand Pipe Size H 4lioles A A ii '"Based on a height of 18" (457.2mm) Al) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 45 I I Btine by ET4 :?owers FASTENING INNOVATIONS GENERAL INFORMATION GENERAL INFORMATION SECTION CONTENTS General Information......................1 SNAKE+® Material Specifications .................1 Threaded Screw Anchor Installation Specifications ............2 Internally Installation Instructions................3 IPRODUCTIDESCRIPTION Performance Data..........................4 The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance Installation Specifications ............8 in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, Ordering Information ....................9 sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is GENERAL APPLICATIONS AND USES 0 threaded into the anchor body. ( " 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___________________________________________________ ANCHOR MATERIALS • + Cracked concrete approved alternative to a dropin anchor • Zinc plated carbon steel body + Designed for use in holes drilled with standard ANSI carbide drill bits ANCHOR SIZE RANGE (TYR) + Anchor design allows for shallow embedment and mechanically interlocks with base material • 1/4", 3/8 and 1/2" diameters + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt SUITABLE BASE MATERIALS • Normal-weight concrete + Fast anchor installation with a powered impact wrench Sand-lightweight concrete + Hammer not used for installation • Concrete over steel deck APPROVALS W (AND LISTINGS International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete. Code compliant (0 0 with the 2015 IBC, 2015 IRC, 2012 BC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 BC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) . Evaluated and qualified by an accredited independent testing laboratory for recognition in CODE LISTED 1 cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) ICCES_ESR2272 I J Evaluated and qualified by an accredited independent testing laboratory I CONCRETE for reliability against brittle failure, e.g. hydrogen embrittlement This Product Available In . 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 ____________________________________________________________________________________________ Powers Design Assist's GUIDE 11 SPECIFICATIONS I (% Real-Time Anchor Design Software CSI Divisions: 0316 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. www.powersdesignassist.com Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS I Anchor Component I Spfition Anchor Body Case hardened carbon steel I Plating Zinc plating according to ASTM B633, SC1, Type Ill (Fe/Zn 5) Minimum plating requirements for Mild Service Condition I www.powers.com I I I U = INSTALLATION SPECIFICATIONS ?owers FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications' Anchor Property! Notation Units Nominal Anchor Size ___________________ 114" 318" 112" Setting Information Nominal outside anchor diameter da(do)' in. 0.375 (9.5) 0.500 (12.7) 0.750 (mm) (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) 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 d2 in. 3/8 ANSI 112 ANSI 3/4 ANSI Minimum hole depth h, in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length 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) Effective embedment het in. (mm) Not A Applicable 4 1,10 (28) 1.54 (39) Maximum impact wrench power (torque) Trew ft-lb. -m) 120 (163) 345 (468) 345 (N (468) Maximum tightening torque of steel insert Tmax ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Anchors Installed in Concrete Construction' Minimum member thickness' hrnn (mm) Not Applicable' 4 (102) 4 (102) Critical edge distance' c in. (mm) Not Applicable' 3 (76) 4 (102) Minimum edge distance' c4 in. (mm) Not Applicable4 3 (76) 4 (102) Minimum spacing distance' Smn in. (mm) Not Applicable' 3 (76) 4 (102) Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies Minimum member topping thickness hnin, in. (mm) Not Applicable' 3-1/4 (83) Not applicable Critical edge distance in. (mm) Not Applicable' 3 (76) Not applicable Minimum edge distance cmin,deck,top in. (mm) Not Applicable' 3 (76) Not applicable Minimum spacing distance 5m1n,deck,top in. (mm) Not Applicable' 3 (76) Not applicable The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see 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 3hf or 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. The 1/4-inch diameter anchor is limited to redundant fastening design only. S. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. ?owers. FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS I INSTALLATION INSTRUCTIONS I I ral I Step 1 Step 2 Step 3 Step 4 Using the proper drill bit size, drill Select a powered impact wrench Drive the anchor into the hole Insert threaded rod or a bolt into a hole into the base material to the that does not exceed the maximum until the shoulder of the Snake+ the Snake+, taking care not to required depth. The tolerances torque, T, for the selected anchor setting tool comes into contact exceed the maximum specified of the carbide drill bit used diameter. Attach the Snake+ setting with the surface of the base tightening torque of the steel I should meet the requirements tool supplied by Powers Fasteners material. Do not spin the setting insert element, T.. Minimum of ANSI Standard 8212.15. to the impact wrench. Mount the tool off the anchor to disengage. thread engagement should be anchor onto the setting tooL at least one anchor diameter I Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies' SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 2.500 PSI) Snake, Anchor Tim 3-114 r Max. Mi/2 3. Mm. 4.112(Typ) Mon. 12 CC. (Typ) Upper Flute (Valley) Lower Flute (Ridge(—J No. 20 Gage Steel Deck 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. 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 3,000 P511 11 Clearance Mm. Upper Flute (Valley) V Max.v *h)I Jiiz \ / Min. 4.112" I Mm. 12lTypt (Typ) -. Lower Flute (Ridge) No. 20 Gage steel Deck Mm. Flute Edge 1. Anchors may be placed in the 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 (-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. www.powers.com 3 Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth h608 (mm) (41) 26 (55) STEEL STRENGTH IN TENSION ksi ASTM A36 36.0 2 Minimum specified yield strength of steel insert element f (N/mm) ASTM A193, 105.0 Grade 87 (724) - Minimum specified ultimate strength ksi ASTM A36 58.0 (400) of steel insert element f ' (N/mm') ASTM A193, 125.0 Grade 87 (862) Effective tensile stress area of steel insert element A,N in 0,0775 0.1419 lb ASTM A36 4.495 (20.0) 8,230 (37.0) Steel strength in tension N (kN) ASTM A193, 9,685 Grade B7 (43.1) - 1 Reduction factor for steel strength 1.4 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION' Effective embedment het in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete kK, - 24 30 Effectiveness factor for cracked concrete k - 17 24 Modification factor for cracked and uncracked concrete' Y&N Cracked concrete = 1.0 Uncracked concrete = 1.0 Critical edge distance cac in. (76) I (102) Reduction factor for concrete breakout strength' - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)- Characteristic pullout strength, lb See note 7 See note 7 uncracked concrete (2,500 psi) (kN) Characteristic pullout strength, NPC' lb See note 1,665 cracked concrete (2,500 psi)' (kN) (74) Reduction factor for pullout strength' 4, - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)69 Np,m 1 lb See note 7 1,665 Reduction factor for pullout strength' 0 - 1 Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, Np.deCic6nC, lb 1,515 1,625 untracked concrete over steel deck&bo (kN) (6.7) (7.2) Characteristic pullout strength, lb 1,075 1,300 cracked concrete over steel deck"' (kN) (4.8) (5.8) Characteristic pullout strength, Np.cteck.e lb 1,075 1,300 cracked concrete over steel deck, seismicxsbo (kN) (4.8) (5.8) Reduction factor for pullout strength, ,,c - Condition B - 0.65 concrete over steel deck' The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of Section 0.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 Section D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for condition A, see ACI 318-11 0.4.3 for appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 Section D. 1. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. 0.1. Tabulated values for steel strength in tension must be used for design. For all design cases use I//,N = 1.0. Select appropriate effectiveness factor for cracked concrete (ku) or uncracked concrete (k4,e). For all design cases use ipi' = 1.0. For concrete compressive strength greater than 2,500 psi, N, = (Pullout strength value from table)(specified concrete compressive strengthl25oo)°5. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Nb and Npn are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for Np,da are for sand-lightweight concrete (f'= = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section 0.5.2 is not required for anchors installed in the flute (soffit). The notation in brackets is for the 2006 IBC. I - I I I Z 0 I Z 0 = 0 0 0 I: PERFORMANCE DATA ?owers. FASTENING INNOVATIONS PERFORMANCE DATA Tension Desiqn Information (For use with load combinations taken from ACI 318 Section 9.2)1 a I- 4 www.powers.com ?owers. PERFORMANCE DATA FASTENING INNOVATIONS ASTM A36 770 1,995 Steel strength in shear, concrete over steel deck, seismic' (kN) ASTM A193, 1,665 Grade B7 (7.4) - Reduction factor for pullout strength' - Condition B = 0.60 1 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of q were determined from the load combinations of IBC Section 1605.2. or ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318-11 0.4.4. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318-11, D.4.3 for the appropriate 0 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 Dl. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation D-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 D.6.1.2. Anchors are permitted to be used in sand-lightweight concrete provided that tlb is multiplied by a factor of 0.60 (not required for steel deck).. 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 are for sand-lightweight concrete (f'm = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 10.The notation in parenthesis is for the 2006 IBC. I I I I I H I I I LI I I I H I I I I I w.powers.com az Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength. f'c (psi) Nominal Nominal Insert 500 I 3.000 I 4.000 I 6.000 I 8000 Anchor Embed. Element Olin Vn Nn bNn Olin Vn Nn vn th I Size h— (Threaded (in.) (in.) Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension I Shear I (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 635 iII$ 700 ¶111 805 III 985 1I$ 1,140 ¶III 3/8 1-5/8 ASTMA193 Grade B7 635 685 700 750 805 870 985 1,065 1,140 1/2 2-3/16 ASTM A36 1,080 1,185 1,370 1,675 1,935 U - Anchor PulIouPout Strength Controls U - Concrete Breakout Strength Controls E - Steel Strength Controls I PERFORMANCE DATA ?owers, FASTENING INNOVATIONS Factored Design Strength (ONn And 0V5) Calculated In Accordance With ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha = and with the following conditions: - c is greater than or equal to the critical edge distance, Cat (table values based on Ca = Cat). - ca2 is greater than or equal to 15 times Cal. Calculations were performed according to ACI 318-11 Appendix D. 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 - . S •- S•- and Cal pryout strength in shear are calculated using the effective embedment values, he f, for the selected . - . anchors as noted in the design information tables Please also reference the installation specifications for more information. ; - ' . ha!' Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths Installed in lincracked Concrete El Steel Minimum Concrete Compressive Strength. f (psi) Nominal Nominal Insert 2.500 I 3.000 I 6.000 I 8000 Anchor Embed. Element Shea'Vnr Nn Nn 4Nn tiVn çbNn bVn I I I I (in.) (in.) (Threaded ONn Rod or Bolt) Tension Tension Shear Tension Tension I Shear Tension Shear (lbs.) (lbs.) (lbs.) 1,140 1,395 ¶•It 1,610 Size (lbs.) (lbs.)(lbs.) (lbs.) bs.) I ASTM A36 900 ¶111 985 ¶II JS 3/8 1-5/8ASTM 87 900 970Grade A193 985 1 060 1/2 2-3/16 ASTM P.36 1,865 , 1,140 1,395 Ij7 1,610 2,040 2,355 2,885 R1 3,335 _w U - Anchor PuIlouPout Strength Controls 0- Concrete Breakout Strength Controls I - Steel Strength Controls I I I 6 www.powers.com I ?owers FASTENING INNOVATIONS PERFORMANCE DATA REDUNDANTIFASTENING A I U 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. I 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 ni, 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 I 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. I Redundant applications shall be limited to support of nonstructural elements. Number otMcborage I Points an1 I Least 1 3' to,=At Anchor n3Per I Anchorage Point Linear Element [J 4. I Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying Design values for use with allowable stress design shall be and limiting the following variables established taking Rd, ASD = /ra • Fra I n1 = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point Where o' is the conversion factor calculated as the weighted I n3 = factored load at each anchorage point, lbs., using load average of the load factors from the controlling load combination. combinations from IBC Section 1605.2.1 or ACI 318 The conversion, factor, o is equal to 1.4 assuming all dead load. Section 9.2 I Strength Design (SD) Design values for use with strength design shall be established taking 0. • Fra. I See redundant fastening design information table for Snake+ design resistance. C +c LU I I I I I X I www.powers.com 7 Anchor Property! Notation Units Nominal Anchor Size 114* 318" 1/2" Setting Information Nominal drill bit diameter db, in. 3/8 1/2 ANSI 3/4 " ANSI ANSI Nominal embedment depth hnom in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment her in. (mm) 1.10 (28) 1.10 (28) 1.54 (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 fanth in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening' G = Cac in. (mm) 4 (102) 4in 4 (102) (102) Minimum spacing distance, redundant fastening' Smin in. 8 (203) 8 (203) 8 (mm) (203) Maximum tightening torque of steel insert ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) 1 (6) (11) (49) Maximum impact wrench power (torque) ft-lb. 1 120 (163) 345 (468) 345 (N-rn) (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors'23 Anchor Property! Notation Units Nominal Anchor Size ____________________ 1/4" 3/8" 1/2" Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hnom in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE" Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete F. F lb n i ~ 4 ni 2:3 n, ~ 4 n, 2!3 n, ~ 4 n, ~ (2,500psi) (kN) 550 360 675 450 675 I 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Effective tensile stress area ,ra - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK' Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete F lb ni z: 4 n, 2:3 n, ~! 4 n, 'a 3 n, ~: 4 n, ~: 3 over steel deck (2,500 psi) ' a (kN) 550 360 1 675 450 1 675 I 450 (2.5) (1.6) (3.0) (2.0) (3.0) [ (2.0) Strength reduction factor' om - 0.65 I. The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2.1, or AC 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. I I z I; INSTALLATION SPECIFICATIONS ?owers. FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications 8 www.powers.com ?owers FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weiaht Uncracked Concrete 2'34 Minimum Concrete Compressive Strength N Anchor Oil Minimum Embedment f'c = 2,500 psi (17.2 MPa) ft = 3.000 psi (20.7 MPa) f'c = 6,000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2,335 1,045 (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 Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box' std. Ctn. 6400SD 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32' 50 500 6403SD 1/2' 2-1/2 15/16" 50 300 1. Each box comes with one free setting tool — ttj Settina Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402SD 1/4 1 6407S0 3/8" 1 640450 1/2" 1 www.powers.com 9 I 1 I I I I I I I I I I I I I I I I I Ii LU Il PC