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6941 EL CAMINO REAL; ; AS110113
9/19/24, 11:40 AM AS11O113 Permit Data City of Carlsbad Sprinkler Permit Permit No: ASII0II3 6941 ELCAMINO Job Address: REAL Permit Type: SPRINK Parcel No: 2150507500 Lot #: 0 Reference No.: PC #: Project Title: CINEOPOLIS Status: ISSUED Applied 7/28/2011 Approved: Issued: Inspector: Applicant: COSCO FIRE PROTECTION 10695 TREENA ST SAN DIEGO, CA 858-444-2000 Owner: THE VONS COMPANIES INC PLAZA PASEO REAL ASS C/O MADISON MARQUETTE 2001 PENNSYLVANIA NW 10TH FLOOR WASHINGTON DC Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 75 205 0 about:blank 1/1 07/12/2011 08:45 18584442056 COSCO FIRE PAGE 02/03 Carlsbad Municipal Water District Potable Water Discharge Event Report Date. 1 / &O t( ction Co4w ( Reason for Discharge Event- Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetatkfli. Initial JA Estimated Discharge Flow: Start Time Jj End Time 2 Pr-DechlorinatIon Residual: Post-Dechlorination Residual: (less than 01 mglL) V pH within limits of GM and 9.0 - - Type of Event: Dewatering Water Mains Note, )nude flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bans, decreasing the velocity V of discharge water. ILA- Upon completion of clewatering, ensure that the flow path is free of all temporary erosion prevention materialS. Upon completion of dewatering, ensure that any sediment orsflted areas are cleared. V WatrSarnpfing Performed Comments: Submitted by: REvewd by: (Narne .9 Qate) (Name 07/12/2811 08:45 18584442056 COSCO FIRE PAGE 03/03 Flow Test Record I -St kIydrant Loeation([,p1i'y1, Hydrant ID No. Size Main_ Static .............. Residual .......... Pressure Drop.. •PDI 1) K facto rforPDl 1 Flow Hydrant(s) Hydrant I location•• Vlow -. Hydrant 2 - Hydrant 3 location Hydrant I Pitot __. PSI GPM: Size of Oriicelfz. - Hydrant 2 Pitot PSI GPM: -. Size of Orifier, Hydrant 3 Pitot .. PSI QPM: -- Size of Orifice.________ Total: (QI) Calculated test and flow data - 0 x PD2 k - Q2 PDI*k Static:.................... Desired Residual.......20 Pressure Drop (PD 2)..35 K factor Fl) 2:_7. 801 _O x LZLciivided by. I equal rPM at 20 psi residual QI PD2h PD 1k Comments: Test conduetod for: Ifti 0 &L .--.. -. Conducted by:_çQ irc._?rK-flt7(--- oate:4_iJ Time: 5 San Diego Branch Office is.... cosco 10695 Treena Street., Suite #105 .00 00 0 0 . San Diego, CA 92131 00 S. •• (858) 444-2000 fax: 444-2056 Fire Protection State License No: C-1 6-5 77621 www.coscofire.com HYDRAULIC CALCULATIONS Date: 10-18-11 CINEPOLIS LUXURY CINEMAS 6941 EL CAMINO REAL CARLSBAD, CA 92009 JOB #10.CD-5345 cm Thew p1 is have been reviewed lit apparent coluphiullve si ith the current appl icahk tides and tandai ds in ui cc ill the jurisdiction The owi:et Or c iitr1CtOr maY dllliiC ,his tes civ ill suppori 01 air appllcattln lot a hn;ldinu peru'l; h the cypress uiiderstaidiitg hat this revtei no svav rehicies the owner ol contractOr(11'their pity wional engineer or aichitect lot sole tespotttbihttY loi it'll cotugtlztiicc with said codes It 11(l standards it iding the huihtlittg code or br aty respotisthihty lot delietencies c trotS 011115510115 or tecllgeit C ill 111L5e plan whether or itt noted ill Pits review. o7t 4q //1e\tcsve1: gPCOM SIPTIT) APPROVAL hIlt PhMhl) AIhROVAI.. AS NUTEI) Submitted By: LMC zraey AP PR VEDAS SUBMiT-TED Los Angeles • San Francisco • Orange 0 Fresno • San Diego • Seattle - - - Fire Protection by Computer Design Cosco Fire Protection, Inc. 10695 Treena Street Suite 105 San Diego, CA 92131 858-444-2000 Job Name : Cinepolis Luxury Cinemas 1st Floor Building : FP1 Location : 6941 EL CAMINO REAL, CARLSBAD, CA System : I Contract : 1 0.CD-5345 Data File : Cinepolis Luxury Cinemas 1st Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Cosco Fire Protection, Inc. Page 1 Cinepolis Luxury Cinemas 1st Floor Date 10-13-11 HYDRAULIC CALCULATIONS for Project name: CINEPOLIS LUXURY CINEMAS Location: 6941 EL CAM INO REAL, CARLSBAD, CA Drawing no: FP1 Date: 10-13-11 Design Remote area number: 1 Remote area location: 1ST FLOOR Occupancy classification: LIGHT/ORDINARY HAZARD Density: .10/.15 - Gpm/SqFt Area of application: 1552 - SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: VIKING No. of sprinklers calculated: 17 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 572.20 - GPM @ 52.62 -Psi Type of system: NFPA 13 WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 7-7-11 Location: 6941 EL CAMINO REAL, CARLSBAD, CA Source: FLOW TEST Name of contractor. COSCO FIRE PROTECTION Address: 10695 TREENA ST., SUITE 150, SAN DIEGO, CA Phone number: 858-444-2000 Name of designer: LMC Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Cosco Fire Protection, Inc. Page 2 Cinepolis Luxury Cinemas 1St Floor Date 10-13-11 City Water Supply: Demand: Cl - Static Pressure : 58.5 Dl - Elevation : 1.949 C2 - Residual Pressure: 55.5 D2 - System Flow : 322.203 C2 - Residual Flow : 680 D2 - System Pressure : 52.629 Hose ( Demand) : 250 D3 - System Demand : 572.203 Safety Margin : 3.691 150 140 130 p120 R11° E10° - 590 80 u 70 Cl ____ ______ R6° D2 __ ___ ____ p E5° -- ____ _____ _______ ________ D3 40 30 20 .z___ 10 . . 10200 300 400 500 600 700 800 900 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Cosco Fire Protection, Inc. Cinepolis Luxury Cinemas 1st Floor Fitting Legend Abbrev. Name E NFPA 13 90' Standard Elbow 61 G NFPA 13 Gate Valve 13 L NFPA 13 Long Turn Elbow 40 T NFPA 13 90' Flow thru Tee 121 V 90' Ell Firelock #001 X 90'Tee-BranchFirelock002 Zim Wilkins 375ADA Page 3 Date 10-13-11 1/2 3/4 1 11/4 1¼ 2 2¼ 3 3¼ 4 5 6 8 10 12 14 16 18 20 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Cosco Fire Protection, Inc. Page 4 Cinepolis Luxury Cinemas 1st Floor Date 10-13-11 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 101A 7.5 5.6 7.44 na 15.27 0.15 78 7.0 101 7.5 5.6 8.38 na 16.21 0.15 78 7.0 102 7.5 5.6 11.6 na 19.07 0.15 78 7.0 103 7.5 5.6 13.72 na 20.74 0.1 200 7.0 104A 7.5 5.6 7.0 na 14.82 0.15 78 7.0 104 7.5 5.6 7.9 na 15.74 0.15 78 7.0 105 7.5 5.6 11.79 na 19.23 0.15 78 7.0 106 7.5 5.6 14.7 na 21.47 0.1 200 7.0 107A 7.5 5.6 7.09 na 14.91 0.15 78 7.0 107 7.5 5.6 7.99 na 15.83 0.15 78 7.0 108 7.5 5.6 11.93 na 19.34 0.15 78 7.0 109 7.5 5.6 14.89 na 21.61 0.1 200 7.0 110 8.0 5.6 12.87 na 20.09 0.1 84 7.0 111 8.0 5.6 13.74 na 20.76 0.1 42 7.0 2 9.0 14.14 na 112 8.0 5.6 15.9 na 22.33 0.1 32 7.0 113 7.5 5.6 15.85 na 22.29 0.1 200 7.0 114 8.0 5.6 16.14 na 22.5 0.1 42 7.0 3 9.0 16.78 na NM1 9.0 16.25 na NM2 9.0 16.27 na NM3 9.0 16.3 na NM4 9.0 16.35 na NMS 9.0 16.49 na NM6 9.0 16.57 na NM6A 9.0 16.82 na NM6B 9.0 17.08 na NM6C 9.0 17.58 na NM6D 9.0 17.67 na NM7 9.0 20.48 na NM8 9.0 23.53 na M22A 22.417 18.26 na Ml 22.417 21.05 na M2 22.417 21.06 na M3 22.417 21.07 na M4 22.417 21.09 na MS 22.417 21.11 na M6 22.417 21.16 na M7 22.417 21.23 na M8 22.417 21.88 na M8A 22.417 21.91 na M9 22.417 22.08 na M10 22.417 22.26 na Mil 22.417 22.42 na M12 22.417 22.53 na M13 22.417 22.6 na M14 22.417 22.62 na MiS 22.417 20.48 na M16 22.417 20.48 na M17 22.417 20.47 na M18 22.417 20.45 na M19 22.417 20.42 na M20 22.417 20.37 na M21 22.417 20.28 na M22 22.417 20.21 na M22D 22.417 20.19 na M22B 22.417 20.6 na M23 22.417 21.14 na M24 22.417 22.64 na M25 22.417 24.21 na M26 22.417 25.95 na M27 22.417 27.88 na M22E 22.417 28.57 na M28 22.417 28.74 na ETOR 22.417 29.6 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Cosco Fire Protection, Inc. Page 5 Cinepolis Luxury Cinemas 1St Floor Date 10-13-11 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. EBOR 0.5 41.64 na BF1 5.0 40.55 na BF2 5.0 49.06 na UG1 -3.0 54.2 na UG2 -3.0 54.2 na SRC 3.0 52.63 na 250.0 The maximum velocity is 18.77 and it occurs in the pipe between nodes 102 and NM1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 6 Cinepolis Luxury Cinemas 1st Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn 101A 15.27 1.049 3E 6.0 6.000 7.436 K Factor =5.60 to 120.0 0.0 6.000 0.0 101 15.27 0.0790 0.0 12.000 0.948 Vet = 5.67 101 16.22 1.049 1E 2.0 8.667 8.384 K Factor= 5.60 to 120.0 0.0 2.000 0.0 102 31.49 0.3013 0.0 10.667 3.214 VeI= 11.69 102 19.07 1.049 IT 5.0 2.333 11.598 K Factor = 5.60 to 120.0 0.0 5.000 -0.650 NM1 50.56 0.7236 0.0 7.333 5.306 Vet = 18.77 0.0 50.56 16.254 KFactor= 12.54 103 20.74 1.049 2T 10.0 13.000 13.720 K Factor = 5.60 to 120.0 0.0 10.000 -0.650 NM2 20.74 0.1392 0.0 23.000 3.202 Vet = 7.70 0.0 20.74 16.272 KFactor= 5.14 104A 14.82 1.049 3E 6.0 6.000 7.000 K Factor= 5.60 to 120.0 0.0 6.000 0.0 104 14.82 0.0747 0.0 12.000 0.896 Vet = 5.50 104 15.73 1.049 1T 5.0 8.667 7.896 K Factor = 5.60 to 120.0 0.0 5.000 0.0 105 30.55 0.2850 0.0 13.667 3.895 Vet = 11.34 105 19.23 1.049 1 5.0 2.333 11.791 K Factor =5.60 to 120.0 0.0 5.000 -0.650 NM3 49.78 0.7033 0.0 7.333 5.157 Vet = 18.48 0.0 49.78 16.298 KFactor= 12.33 106 21.47 1.049 iT 5.0 10.500 14.697 K Factor= 5.60 to 120.0 0.0 5.000 -0.650 NM4 21.47 0.1484 0.0 15.500 2.300 Vet = 7.97 0.0 21.47 16.347 KFactor= 5.31 107A 14.91 1.049 3E 6.0 6.000 7.085 K Factor= 5.60 to 120.0 0.0 6.000 0.0 107 14.91 0.0756 0.0 12.000 0.907 Vet = 5.53 107 15.83 1.049 1T 5.0 8.667 7.992 K Factor = 5.60 to 120.0 0.0 5.000 0.0 108 30.74 0.2881 0.0 13.667 3.938 Vet = 11.41 108 19.34 1.049 iT 5.0 2.333 11.930 K Factor= 5.60 to 120.0 0.0 5.000 -0.650 NMS 50.08 0.7110 0.0 7.333 5.214 Vet = 18.59 0.0 50.08 16.494 KFactor= 12.33 109 21.61 1.049 iT 5.0 10.500 14.888 K Factor =5.60 to 120.0 0.0 5.000 -0.650 NM6 21.61 0.1502 0.0 15.500 2.328 Vet = 8.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 7 Cinepolis Luxury Cinemas 1St Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes IDirit Df/I* I n Df Dn 0.0 21.61 16.566 K Factor = 5.31 110 20.09 1.049 1E 2.0 11.000 12.869 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 2 20.09 0.1312 0.0 13.000 1.705 VeI= 7.46 0.0 20.09 14.141 K Factor= 5.34 111 20.76 1.049 iT 5.0 1.000 13.738 K Factor =5.60 to 120.0 0.0 5.000 -0.433 2 20.76 0.1393 0.0 6.000 0.836 Vet = 7.71 2 20.09 1.049 iT 5.0 0.500 14.141 to 120.0 0.0 5.000 0.0 NM6A 40.85 0.4876 0.0 5.500 2.682 Vet = 15.16 0.0 40.85 16.823 K Factor = 9.96 112 22.33 1.049 1 T 5.0 5.083 15.900 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 NM6B 22.33 0.1596 0.0 10.083 1.609 Vel= 8.29 0.0 22.33 17.076 K Factor = 5.40 113 22.29 1.049 iT 5.0 10.000 15.846 K Factor= 5.60 to 120.0 0.0 5.000 -0.650 NM6C 22.29 0.1591 0.0 15.000 2.386 Vet = 8.27 0.0 22.29 17.582 K Factor = 5.32 114 22.50 1.049 1 5.0 1.625 16.141 K Factor =5.60 to 120.0 0.0 5.000 -0.433 3 22.5 0.1618 0.0 6.625 1.072 VeI= 8.35 3 0.0 1.049 IT 5.0 0.500 16.780 to 120.0 0.0 5.000 0.0 NM6D 22.5 0.1618 0.0 5.500 0.890 Vet = 8.35 0.0 22.50 17.670 K Factor = 5.35 NM1 50.56 3.26 0.0 6.083 16.254 to 120.0 0.0 0.0 0.0 NM2 50.56 0.0030 0.0 6.083 0.018 Vel = 1.94 NM2 20.74 3.26 0.0 4.792 16.272 to 120.0 0.0 0.0 0.0 NM3 71.3 0.0054 0.0 4.792 0.026 Vel = 2.74 NM3 49.78 3.26 0.0 3.375 16.298 to 120.0 0.0 0.0 0.0 NM4 121.08 0.0145 0.0 3.375 0.049 Vet = 4.65 NM4 21.47 3.26 0.0 7.458 16.347 to 120.0 0.0 0.0 0.0 NMS 142.55 0.0197 0.0 7.458 0.147 Vet = 5.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 8 Cinepolis Luxury Cinemas 1st Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn NM5 50.08 3.26 0.0 2.083 16.494 to 120.0 0.0 0.0 0.0 NM6 192.63 0.0346 0.0 2.083 0.072 Vel = 7.40 NM6 21.61 3.26 0.0 6.167 16.566 to 120.0 0.0 0.0 0.0 NM6A 214.24 0.0417 0.0 6.167 0.257 Vel = 8.23 NM6A 40.84 3.26 0.0 4.375 16.823 to 120.0 0.0 0.0 0.0 NM6B 255.08 0.0578 0.0 4.375 0.253 Vel = 9.80 NM6B 22.33 3.26 0.0 7.500 17.076 to 120.0 0.0 0.0 0.0 NM6C 277.41 0.0675 0.0 7.500 0.506 Vel = 10.66 NM6C 22.29 3.26 0.0 1.125 17.582 to 120.0 0.0 0.0 0.0 NM6D 299.7 0.0782 0.0 1.125 0.088 Vel = 11.52 NM6D 22.50 3.26 0.0 31.583 17.670 to 120.0 0.0 0.0 0.0 NM7 322.2 0.0890 0.0 31.583 2.810 Vel= 12.38 NM7 0.0 3.26 IX 17.471 16.833 20.480 to 120.0 0.0 17.471 0.0 NM8 322.2 0.0890 0.0 34.304 3.053 Vel = 12.38 NM8 0.0 4.26 1V 8.954 13.417 23.533 to 120.0 0.0 8.954 -5.811 M22A 322.2 0.0242 0.0 22.371 0.541 Vel = 7.25 M22A -232.64 2.635 4V 23.613 61.250 18.263 to 120.0 IX 14.827 38.440 0.0 M22B 89.56 0.0235 0.0 99.690 2.341 Vel = 5.27 0.0 89.56 20.604 K Factor= 19.73 M22A 232.64 4.26 3V 26.861 76.500 18.263 to 120.0 2X 42.135 68.996 0.0 M22D 232.64 0.0132 0.0 145.496 1.926 Vel = 5.24 0.0 232.64 20.189 KFactor= 51.78 Ml 7.57 2.635 0.0 9.500 21.054 to 120.0 0.0 0.0 0.0 M2 7.57 0.0003 0.0 9.500 0.003 Vel = 0.45 M2 7.60 2.635 0.0 10.750 21.057 to 120.0 0.0 0.0 0.0 M3 15.17 0.0008 0.0 10.750 0.009 Vel= 0.89 M3 7.74 2.635 0.0 10.000 21.066 to 120.0 0.0 0.0 0.0 M4 22.91 0.0019 0.0 10.000 0.019 Vel = 1.35 M4 7.99 2.635 0.0 9.000 21.085 to 120.0 0.0 0.0 0.0 M5 30.9 0.0033 0.0 9.000 0.030 Vel = 1.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 9 Cinepolis Luxury Cinemas 1St Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn M5 8.40 2.635 0.0 9.500 21.115 to 120.0 0.0 0.0 0.0 M6 39.3 0.0051 0.0 9.500 0.048 Vet = 2.31 M6 9.00 2.635 0.0 9.500 21.163 to 120.0 0.0 0.0 0.0 M7 48.3 0.0075 0.0 9.500 0.071 Vet = 2.84 M7 9.68 2.635 1V 5.903 41.000 21.234 to 120.0 IX 14.827 20.730 0.0 M8 57.98 0.0105 0.0 61.730 0.649 Vel= 3.41 M8 0.0 2.635 0.0 3.000 21.883 to 120.0 0.0 0.0 0.0 M8A 57.98 0.0103 0.0 3.000 0.031 Vel = 3.41 M8A 11.46 2.635 0.0 11.000 21.914 to 120.0 0.0 0.0 0.0 M9 69.44 0.0147 0.0 11.000 0.162 Vel = 4.09 M9 8.32 2.635 0.0 10.000 22.076 to 120.0 0.0 0.0 0.0 M10 77.76 0.0181 0.0 10.000 0.181 Vet = 4.57 M10 -5.15 2.635 0.0 10.000 22.257 to 120.0 0.0 0.0 0.0 _M11 72.61 0.0159 0.0 10.000 0.159 Vet = 4.27 Mu -11.80 2.635 0.0 10.250 22.416 to 120.0 0.0 0.0 0.0 M12 60.81 0.0115 0.0 10.250 0.118 Vel = 3.58 M12 -16.73 2.635 0.0 10.160 22.534 to 120.0 0.0 0.0 0.0 M13 44.08 0.0063 0.0 10.160 0.064 Vel = 2.59 M13 -21.17 2.635 0.0 12.500 22.598 to 120.0 0.0 0.0 0.0 M14 22.91 0.0019 0.0 12.500 0.024 Vet = 1.35 0.0 22.91 22.622 K Factor = 4.82 Ml -7.57 1.38 iT 6.0 95.000 21.054 to 120.0 0.0 6.000 0.0 M15 -7.57 -0.0057 0.0 101.000 -0.572 Vel= 1.62 0.0 -7.57 20.482 K Factor= -1.67 M2 -7.60 1.38 iT 6.0 95.000 21.057 to 120.0 0.0 6.000 0.0 M16 -7.6 -0.0057 0.0 101.000 -0.578 Vel= 1.63 0.0 -7.60 20.479 K Factor= -1.68 M3 -7.74 1.38 iT 6.0 95.000 21.066 to 120.0 0.0 6.000 0.0 M17 -7.74 -0.0059 0.0 101.000 -0.596 Vet = 1.66 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 10 Cinepolis Luxury Cinemas 1st Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn -7.74 20.470 K Factor = -1.71 M4 -8.00 1.38 iT 6.0 95.000 21.085 to 120.0 0.0 6.000 0.0 M18 -8.0 -0.0063 0.0 101.000 -0.634 Vel = 1.72 0.0 -8.00 20.451 K Factor = -1.77 M5 -8.39 1.38 iT 6.0 95.000 21.115 to 120.0 0.0 6.000 0.0 M19 -8.39 -0.0069 0.0 101.000 -0.693 Vel = 1.80 0.0 -8.39 20.422 K Factor = -1.86 M6 -9.01 1.38 11 6.0 95.000 21.163 to 120.0 0.0 6.000 0.0 M20 -9.01 -0.0078 0.0 101.000 -0.790 Vel = 1.93 0.0 -9.01 20.373 K Factor = -2.00 M7 -9.67 1.38 2E 6.0 95.000 21.234 to 120.0 iT 6.0 12.000 0.0 M21 -9.67 -0.0089 0.0 107.000 -0.955 Vel = 2.07 0.0 -9.67 20.279 K Factor = -2.15 M8A -11.47 1.38 iT 6.0 133.000 21.914 to 120.0 0.0 6.000 0.0 M22 -11.47 -0.0122 0.0 139.000 -1.700 Vel= 2.46 0.0 -11.47 20.214 K Factor= -2.55 M9 -8.31 1.38 iT 6.0 133.000 22.076 to 120.0 0.0 6.000 0.0 M23 -8.31 -0.0067 0.0 139.000 -0.938 Vel = 1.78 0.0 -8.31 21.138 KFactor= -1.81 M10 5.15 1.38 iT 6.0 133.000 22.257 to 120.0 0.0 6.000 0.0 M24 5.15 0.0028 0.0 139.000 0.386 Vel = 1.10 0.0 5.15 22.643 KFactor= 1.08 Mil 11.80 1.38 iT 6.0 133.000 22.416 to 120.0 0.0 6.000 0.0 M25 11.8 0.0129 0.0 139.000 1.792 Vel = 2.53 0.0 11.80 24.208 K Factor = 2.40 M12 16.73 1.38 iT 6.0 133.000 22.534 to 120.0 0.0 6.000 0.0 M26 16.73 0.0246 0.0 139.000 3.420 Vel = 3.59 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 11 Cinepolis Luxury Cinemas 1St Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C,' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16.73 25.954 K Factor= 3.28 M13 21.17 1.38 iT 6.0 133.000 22.598 to 120.0 0.0 6.000 0.0 M27 21.17 0.0380 0.0 139.000 5.283 Vel = 4.54 0.0 21.17 27.881 KFactor= 4.01 M14 22.91 1.38 iT 6.0 133.000 22.622 to 120.0 0.0 6.000 0.0 M28 22.91 0.0440 0.0 139.000 6.117 Vel = 4.91 0.0 22.91 28.739 K Factor= 4.27 MiS -7.57 2.635 0.0 9.500 20.482 to 120.0 0.0 0.0 0.0 M16 -7.57 -0.0003 0.0 9.500 -0.003 Vel = 0.45 M16 -7.60 2.635 0.0 10.750 20.479 to 120.0 0.0 0.0 0.0 M17 -15.17 -0.0008 0.0 10.750 -0.009 Vel = 0.89 M17 -7.74 2.635 0.0 10.000 20.470 to 120.0 0.0 0.0 0.0 M18 -22.91 -0.0019 0.0 10.000 -0.019 Vel = 1.35 M18 -7.99 2.635 0.0 9.000 20.451 to 120.0 0.0 0.0 0.0 M19 -30.9 -0.0032 0.0 9.000 -0.029 Vel = 1.82 M19 -8.40 2.635 0.0 9.500 20.422 to 120.0 0.0 0.0 0.0 M20 -39.3 -0.0052 0.0 9.500 -0.049 Vel = 2.31 M20 -9.00 2.635 0.0 12.500 20.373 to 120.0 0.0 0.0 0.0 M21 -48.3 -0.0075 0.0 12.500 -0.094 Vel = 2.84 M21 -9.68 2.635 0.0 6.167 20.279 to 120.0 0.0 0.0 0.0 M22 -57.98 -0.0105 0.0 6.167 -0.065 Vel = 3.41 M22 -11.46 2.635 0.0 1.750 20.214 to 120.0 0.0 0.0 0.0 M22D -69.44 -0.0143 0.0 1.750 -0.025 Vel = 4.09 M22D 232.64 2.635 0.0 5.833 20.189 to 120.0 0.0 0.0 0.0 M22B 163.2 0.0711 0.0 5.833 0.415 Vel = 9.60 M22B 89.56 2.635 0.0 3.333 20.604 to 120.0 0.0 0.0 0.0 M23 252.76 0.1602 0.0 3.333 0.534 Vel = 14.87 M23 -8.32 2.635 0.0 10.000 21.138 to 120.0 0.0 0.0 0.0 M24 244.44 0.1505 0.0 10.000 1.505 Vel = 14.38 M24 5.16 2.635 0.0 10.000 22.643 to 120.0 0.0 0.0 0.0 M25 249.6 0.1565 0.0 10.000 1.565 Vel = 14.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 12 Cinepolis Luxury Cinemas 1St Floor Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn M25 11.79 2.635 0.0 10.250 24.208 to 120.0 0.0 0.0 0.0 M26 261.39 0.1703 0.0 10.250 1.746 VeI= 15.38 M26 16.74 2.635 0.0 10.083 25.954 to 120.0 0.0 0.0 0.0 M27 278.13 0.1911 0.0 10.083 1.927 Vel = 16.36 M27 21.16 2.635 0.0 3.167 27.881 to 120.0 0.0 0.0 0.0 M22E 299.29 0.2188 0.0 3.167 0.693 Vel = 17.61 M22E -251.18 2.635 2V 11.807 10.250 28.574 to 120.0 0.0 11.807 0.0 M28 48.11 0.0075 0.0 22.057 0.165 Vel= 2.83 0.0 48.11 28.739 K Factor= 8.97 M22E 251.18 4.26 1V 8.954 37.500 28.574 to 120.0 1X 21.067 30.021 0.0 ETOR 251.18 0.0153 0.0 67.521 1.030 Vel= 5.65 0.0 251.18 29.604 KFactor= 46.16 M28 71.02 2.635 4V 23.613 33.000 28.739 to 120.0 0.0 23.613 0.0 ETOR 71.02 0.0153 0.0 56.613 0.865 Vel = 4.18 ETOR 251.18 3.26 1V 6.72 21.917 29.604 to 120.0 0.0 6.720 9.492 EBOR 322.2 0.0890 0.0 28.637 2.549 Vel = 12.38 0.0 322.20 41.645 K Factor= 49.93 EBOR 322.20 4.1 2E 29.067 10.000 41.645 to 140.0 0.0 29.067 -1.949 BF1 322.2 0.0219 0.0 39.067 0.856 Vel = 7.83 BF1 0.0 4.1 iZim 0.0 5.000 40.552 to 140.0 1L 8.72 37.787 7.568 * Fixed loss = 7.568 BF2 322.2 0.0219 iT 29.067 42.787 0.937 Vel = 7.83 BF2 0.0 4.07 iT 31.864 20.000 49.057 to 150.0 1G 3.186 63.728 3.465 UG1 322.2 0.0200 3L 28.678 83.728 1.673 VeI= 7.95 UG1 0.0 7.68 0.0 5.000 54.195 to 150.0 0.0 0.0 0.0 UG2 322.2 0.0010 0.0 5.000 0.005 Vel = 2.23 UG2 0.0 4.07 1L 9.559 10.000 54.200 to 150.0 IT 31.864 41.423 -2.599 SRC 322.2 0.0200 0.0 51.423 1.028 Vel = 7.95 250.00 Qa = 250.00 572.20 52.629 K Factor= 78.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MOO F~E~"~E~q Fire Protection by Computer Design Cosco Fire Protection, Inc. 10695 Treena Street Suite 105 San Diego, CA 92131 858-444-2000 Job Name : Existing Overhead Calc Building : FP2 Location : 6941 EL CAMINO REAL, CARLSBAD, CA System : 2 Contract : 10.CD-5345 Data File : (E) Overhead Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Cosco Fire Protection, Inc. Page 1 Existing Overhead Caic Date 10-13-11 HYDRAULIC CALCULATIONS for Project name: CINEPOLIS LUXURY CINEMAS Location: 6941 EL CAMINO REAL, CARLSBAD, CA Drawing no: FP2 Date: 10-13-11 Design Remote area number: 2 Remote area location: 2ND FLOOR THEATER Occupancy classification: LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 1528- SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: VIKING MIRAGE CONCEALED No. of sprinklers calculated: 13 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 328.57 -GPM @ 41.20 -Psi Type of system: NFPA 13 WET EXISTING GRID Volume of dry orpreaction system: N/A - Gal Water supply information Date: 7-7-11 Location: 6941 EL CAMINO REAL, CARLSBAD, CA Source: FLOW TEST Name of contractor: COSCO FIRE PROTECTION Address: 10695 TREENA ST., SUITE 150, SAN DIEGO, CA Phone number: 858-444-2000 Name of designer: LMC Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Cosco Fire Protection, Inc. Page 2 Existing Overhead Calc Date 10-13-11 City Water Suppjy: Demand: Cl - Static Pressure : 58.5 Dl - Elevation : 8.193 C2 - Residual Pressure: 55.5 D2 - System Flow : 228.569 C2 - Residual Flow : 680 D2 - System Pressure : 41.205 Hose ( Demand) : 100 D3 - System Demand : 328.569 Safety Margin : 16.514 150 140 130 120 R° E10° 590 S 80 Cl U70 60 R F' _ 2 E5° - D 40 30 ---7 20 10 Tj. I I I I I I 100 200 300 400 500 600 700 800 900 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Cosco Fire Protection, Inc. Page 3 Existing Overhead Calc Date 10-13-11 Fitting Legend Abbrev. Name 1/2 3/4 1 1'/4 1V2 2 2Y2 3 3V2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Cosco Fire Protection, Inc. Page 4 Existing Overhead Caic Date 10-13-11 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 201 21.917 5.6 9.74 na 17.48 0.1 133 7.0 202 21.917 5.6 9.39 na 17.16 0.1 103 7.0 203 21.917 5.6 9.14 na 16.93 0.1 105 7.0 204 21.917 5.6 9.08 na 16.88 0.1 105 7.0 205 21.917 5.6 9.49 na 17.25 0.1 89 7.0 206 21.917 5.6 9.99 na 17.7 0.1 177 7.0 207 21.917 5.6 9.2 na 16.99 0.1 144 7.0 208 21.917 5.6 9.13 na 16.92 0.1 147 7.0 209 21.917 5.6 9.12 na 16.91 0.1 147 7.0 210 21.917 5.6 9.48 na 17.24 0.1 122 7.0 211 21.917 5.6 11.56 na 19.04 0.1 146 7.0 212 21.917 5.6 11.48 na 18.98 0.1 121 7.0 213 21.917 5.6 11.62 na 19.09 0.1 121 7.0 RN4 22.917 14.5 na 1 22.917 10.73 na 2 22.917 9.99 na 3 22.917 9.8 na 4 22.917 9.81 na 5 22.917 10.19 na RNS 22.917 14.57 na 6 22.917 10.78 na 7 22.917 10.05 na 8 22.917 9.86 na 9 22.917 9.87 na 10 22.917 10.25 na RN6 22.917 14.94 na 11 22.917 12.24 na 12 22.917 12.14 na 13 22.917 12.23 na RN1 22.917 14.84 na RN2 22.917 14.89 na RN3 22.917 15.1 na Ml 22.417 15.13 na M2 22.417 15.18 na M3 22.417 15.36 na M4 22.417 15.66 na M5 22.417 15.98 na M6 22.417 16.31 na M7 22.417 16.6 na M8 22.417 17.56 na M8A 22.417 17.61 na M9 22.417 17.9 na M10 22.417 18.24 na Mill 22.417 18.58 na M12 22.417 18.89 na M13 22.417 19.08 na M14 22.417 19.16 na M15 22.417 14.83 na M16 22.417 14.9 na M17 22.417 15.2 na M18 22.417 15.63 na M19 22.417 15.98 na M20 22.417 16.35 na M21 22.417 16.9 na M22 22.417 17.31 na M22D 22.417 17.39 na M22B 22.417 17.67 na M23 22.417 17.83 na M24 22.417 18.24 na M25 22.417 18.63 na M26 22.417 19.09 na M27 22.417 19.69 na M22E 22.417 19.98 na M28 22.417 19.99 na ETOR 22.417 20.5 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Cosco Fire Protection, Inc. Page 5 Existing Overhead Calc Date 10-13-11 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. EBOR 0.5 31.35 na BF1 5.0 29.72 na BF2 5.0 38.91 na UG1 -3.0 43.26 na UG2 -3.0 43.26 na SRC 3.0 41.2 na 100.0 The maximum velocity is 10.88 and it occurs in the pipe between nodes M27 and M22E Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 6 Existing Overhead Calc Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 17.48 1.049 2E 4.0 5.000 9.740 K Factor =5.60 to 120.0 1 5.0 9.000 -0.433 1 17.48 0.1014 0.0 14.000 1.419 VeI= 6.49 0.0 17.48 10.726 K Factor= 5.34 202 17.16 1.049 1 2.0 3.500 9.390 K Factor= 5.60 to 120.0 iT 5.0 7.000 -0.433 2 17.16 0.0980 0.0 10.500 1.029 Vel = 6.37 0.0 17.16 9.986 KFactor= 5.43 203 16.93 1.049 2E 4.0 2.417 9.141 K Factor= 5.60 to 120.0 IT 5.0 9.000 -0.433 3 16.93 0.0956 0.0 11.417 1.092 Vel = 6.28 0.0 16.93 9.800 KFactor= 5.41 204 16.88 1.049 2E 4.0 3.250 9.081 K Factor = 5.60 to 120.0 iT 5.0 9.000 -0.433 4 16.88 0.0950 0.0 12.250 1.164 Vel = 6.27 0.0 16.88 9.812 K Factor = 5.39 205 17.25 1.049 2E 4.0 2.417 9.493 K Factor = 5.60 to 120.0 1 5.0 9.000 -0.433 5 17.25 0.0991 0.0 11.417 1.131 Vel = 6.40 0.0 17.25 10.191 K Factor= 5.40 206 17.70 1.049 1E 2.0 4.792 9.990 K Factor= 5.60 to 120.0 1 5.0 7.000 -0.433 6 17.7 0.1038 0.0 11.792 1.224 Vel = 6.57 0.0 17.70 10.781 K Factor= 5.39 207 16.99 1.049 2E 4.0 4.250 9.203 K Factor =5.60 to 120.0 iT 5.0 9.000 -0.433 7 16.99 0.0962 0.0 13.250 1.275 Vel = 6.31 0.0 16.99 10.045 KFactor= 5.36 208 16.92 1.049 2E 4.0 3.167 9.129 K Factor= 5.60 to 120.0 1 5.0 9.000 -0.433 8 16.92 0.0955 0.0 12.167 1.162 Vel = 6.28 0.0 16.92 9.858 KFactor= 5.39 209 16.91 1.049 2E 4.0 3.417 9.119 K Factor =5.60 to 120.0 iT 5.0 9.000 -0.433 9 16.91 0.0954 0.0 12.417 1.184 Vel = 6.28 0.0 16.91 9.870 - K Factor= 5.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 7 Existing Overhead Caic Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'' Notes Point Qt P1/Ft Eqv. Ln. Total P1 Pn 210 17.24 1.049 2E 4.0 3.167 9.477 K Factor =5.60 to 120.0 iT 5.0 9.000 -0.433 10 17.24 0.0989 0.0 12.167 1.203 VeI= 6.40 0.0 17.24 10.247 K Factor= 5.39 211 19.04 1.049 IE 2.0 2.333 11.564 K Factor =5.60 to 120.0 iT 5.0 7.000 -0.433 11 19.04 0.1188 0.0 9.333 1.109 Vel = 7.07 0.0 19.04 12.240 KFactor= 5.44 212 18.98 1.049 1 2.0 2.208 11.484 K Factor= 5.60 to 120.0 iT 5.0 7.000 -0.433 12 18.98 0.1182 0.0 9.208 1.088 Vel = 7.05 0.0 18.98 12.139 KFactor= 5.45 213 19.09 1.049 1E 2.0 1.750 11.623 K Factor =5.60 to 120.0 1 5.0 7.000 -0.433 13 19.09 0.1193 0.0 8.750 1.044 Vel = 7.09 0.0 19.09 12.234 K Factor = 5.46 RN4 -48.40 1.38 iT 6.0 15.500 14.500 to 120.0 0.0 6.000 0.0 1 -48.4 -0.1755 0.0 21.500 -3.774 Vel = 10.38 1 17.48 1.38 0.0 9.667 10.726 to 120.0 0.0 0.0 0.0 2 -30.92 -0.0765 0.0 9.667 -0.740 Vel = 6.63 2 17.16 1.38 0.0 10.833 9.986 to 120.0 0.0 0.0 0.0 3 -13.76 -0.0172 0.0 10.833 -0.186 Vel = 2.95 3 16.93 1.38 0.0 11.000 9.800 to 120.0 0.0 0.0 0.0 4 3.17 0.0011 0.0 11.000 0.012 VeI= 0.68 4 16.88 1.38 0.0 11.000 9.812 to 120.0 0.0 0.0 0.0 5 20.05 0.0345 0.0 11.000 0.379 Vel = 4.30 5 17.25 1.38 iT 6.0 36.917 10.191 to 120.0 0.0 6.000 0.0 RN1 37.3 0.1084 0.0 42.917 4.653 Vel = 8.00 0.0 37.30 14.844 K Factor= 9.68 RN5 -48.51 1.38 iT 6.0 15.500 14.571 to 120.0 0.0 6.000 0.0 6 -48.51 -0.1763 0.0 21.500 -3.790 Vel = 10.41 6 17.70 1.38 0.0 9.667 10.781 to 120.0 0.0 0.0 0.0 7 -30.81 -0.0761 0.0 9.667 -0.736 Vel = 6.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 8 Existing Overhead Calc Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total P1 Pn 7 16.99 1.38 0.0 10.833 10.045 to 120.0 0.0 0.0 0.0 8 -13.82 -0.0173 0.0 10.833 -0.187 Vel = 2.96 8 16.92 1.38 0.0 11.000 9.858 to 120.0 0.0 0.0 0.0 9 3.1 0.0011 0.0 11.000 0.012 Vet = 0.66 9 16.91 1.38 0.0 11.000 9.870 to 120.0 0.0 0.0 0.0 10 20.01 0.0343 0.0 11.000 0.377 VeI= 4.29 10 17.24 1.38 iT 6.0 36.917 10.247 to 120.0 0.0 6.000 0.0 RN2 37.25 0.1081 0.0 42.917 4.641 Vel = 7.99 0.0 37.25 14.888 K Factor= 9.65 RN6 -28.41 1.38 iT 6.0 35.167 14.936 to 120.0 0.0 6.000 0.0 11 -28.41 -0.0655 0.0 41.167 -2.696 VeI= 6.09 11 19.05 1.38 0.0 12.000 12.240 to 120.0 0.0 0.0 0.0 12 -9.36 -0.0084 0.0 12.000 -0.101 Vet = 2.01 12 18.97 1.38 0.0 10.833 12.139 to 120.0 0.0 0.0 0.0 13 9.61 0.0088 0.0 10.833 0.095 Vel = 2.06 13 19.10 1.38 iT 6.0 36.833 12.234 to 120.0 0.0 6.000 0.0 RN3 28.71 0.0668 0.0 42.833 2.861 Vet = 6.16 0.0 28.71 15.095 K Factor = 7.39 RNI 37.30 2.635 1X 14.827 0.500 14.844 to 120.0 0.0 14.827 0.217 Ml 37.3 0.0046 0.0 15.327 0.071 Vet = 2.19 0.0 37.30 15.132 K Factor = 9.59 RN2 37.25 2.635 1X 14.827 0.500 14.888 to 120.0 0.0 14.827 0.217 M2 37.25 0.0046 0.0 15.327 0.071 Vel = 2.19 0.0 37.25 15.176 K Factor = 9.56 RN3 28.71 2.635 1X 14.827 0.500 15.095 to 120.0 0.0 14.827 0.217 M3 28.71 0.0029 0.0 15.327 0.044 Vet = 1.69 0.0 28.71 15.356 K Factor = 7.33 RN4 48.40 2.635 1X 14.827 0.500 14.500 to 120.0 0.0 14.827 0.217 M15 48.4 0.0075 0.0 15.327 0.115 Vel= 2.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 9 Existing Overhead Caic Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 48.40 14.832 K Factor= 12.57 RN5 48.51 2.635 1X 14.827 0.500 14.571 to 120.0 0.0 14.827 0.217 M16 48.51 0.0076 0.0 15.327 0.116 Vet = 2.85 0.0 48.51 14.904 KFactor= 12.57 RN6 28.41 2.635 IX 14.827 0.500 14.936 to 120.0 0.0 14.827 0.217 M17 28.41 0.0028 0.0 15.327 0.043 Vel = 1.67 0.0 28.41 15.196 K Factor= 7.29 Ml 37.30 2.635 0.0 9.500 15.132 to 120.0 0.0 0.0 0.0 M2 37.3 0.0046 0.0 9.500 0.044 Vet = 2.19 M2 37.25 2.635 0.0 10.750 15.176 to 120.0 0.0 0.0 0.0 M3 74.55 0.0167 0.0 10.750 0.180 Vet = 4.39 M3 28.71 2.635 0.0 10.000 15.356 to 120.0 0.0 0.0 0.0 M4 103.26 0.0305 0.0 10.000 0.305 Vel = 6.08 M4 8.41 2.635 0.0 9.000 15.661 to 120.0 0.0 0.0 0.0 M5 111.67 0.0353 0.0 9.000 0.318 Vet= 6.57 M5 -0.29 2.635 0.0 9.500 15.979 to 120.0 0.0 0.0 0.0 M6 111.38 0.0352 0.0 9.500 0.334 Vet = 6.55 M6 -9.19 2.635 0.0 9.500 16.313 to 120.0 0.0 0.0 0.0 M7 102.19 0.0300 0.0 9.500 0.285 Vel = 6.01 M7 -30.45 2.635 1V 5.903 41.000 16.598 to 120.0 1X 14.827 20.730 0.0 M8 71.74 0.0156 0.0 61.730 0.962 Vel = 4.22 M8 0.0 2.635 0.0 3.000 17.560 to 120.0 0.0 0.0 0.0 M8A 71.74 0.0153 0.0 3.000 0.046 Vet = 4.22 M8A 25.09 2.635 0.0 11.000 17.606 to 120.0 0.0 0.0 0.0 M9 96.83 0.0272 0.0 11.000 0.299 Vet = 5.70 M9 11.64 2.635 0.0 10.000 17.905 to 120.0 0.0 0.0 0.0 MIO 108.47 0.0335 0.0 10.000 0.335 Vel = 6.38 M10 1.82 2.635 0.0 10.000 18.240 to 120.0 0.0 0.0 0.0 _M11 110.29 0.0345 0.0 10.000 0.345 Vet = 6.49 Mu -9.10 2.635 0.0 10.250 18.585 to 120.0 0.0 0.0 0.0 M12 101.19 0.0295 0.0 10.250 0.302 Vet = 5.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 10 Existing Overhead Caic Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv kk Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn M12 -20.58 2.635 0.0 10.160 18.887 to 120.0 0.0 0.0 0.0 M13 80.61 0.0193 0.0 10.160 0.196 Vel = 4.74 M13 -37.00 2.635 0.0 12.500 19.083 to 120.0 0.0 0.0 0.0 M14 43.61 0.0062 0.0 12.500 0.078 Vel = 2.57 0.0 43.61 19.161 K Factor= 9.96 M4 -8.41 2.635 0.0 95.000 15.661 to 120.0 0.0 0.0 0.0 M18 -8.41 -0.0003 0.0 95.000 -0.028 Vel = 0.49 0.0 -8.41 15.633 KFactor= -2.13 M5 0.29 2.635 0.0 95.000 15.979 to 120.0 0.0 0.0 0.0 M19 0.29 0.0 0.0 95.000 0.0 Vel = 0.02 0.0 0.29 15.979 KFactor= 0.07 M6 9.18 2.635 0.0 95.000 16.313 to 120.0 0.0 0.0 0.0 M20 9.18 0.0003 0.0 95.000 0.033 Vel = 0.54 0.0 9.18 16.346 KFactor= 2.27 M7 30.46 2.635 0.0 95.000 16.598 to 120.0 0.0 0.0 0.0 M21 30.46 0.0032 0.0 95.000 0.303 Vel = 1.79 0.0 30.46 16.901 K Factor = 7.41 M8A -25.09 2.635 0.0 133.000 17.606 to 120.0 0.0 0.0 0.0 M22 -25.09 -0.0022 0.0 133.000 -0.296 Vel = 1.48 0.0 -25.09 17.310 K Factor= -6.03 M9 -11.64 2.635 0.0 133.000 17.905 to 120.0 0.0 0.0 0.0 M23 -11.64 -0.0005 0.0 133.000 -0.072 Vel = 0.68 0.0 -11.64 17.833 K Factor= -2.76 M10 -1.81 2.635 0.0 133.000 18.240 to 120.0 0.0 0.0 0.0 M24 -1.81 0.0 0.0 133.000 -0.002 Vel = 0.11 0.0 -1.81 - - 18.238 K Factor= -0.42 Mil 9.10 2.635 0.0 133.000 18.585 to 120.0 0.0 0.0 0.0 M25 9.1 0.0003 0.0 133.000 0.045 Vel = 0.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 11 Existing Overhead Calc Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 9.10 18.630 K Factor = 2.11 M12 20.58 2.635 0.0 133.000 18.887 to 120.0 0.0 0.0 0.0 M26 20.58 0.0015 0.0 133.000 0.205 VeI= 1.21 0.0 20.58 19.092 K Factor= 4.71 M13 37.00 2.635 0.0 133.000 19.083 to 120.0 0.0 0.0 0.0 M27 37.0 0.0046 0.0 133.000 0.609 Vel = 2.18 0.0 37.00 19.692 K Factor= 8.34 M14 43.61 2.635 0.0 133.000 19.161 to 120.0 0.0 0.0 0.0 M28 43.61 0.0062 0.0 133.000 0.825 Vel = 2.57 0.0 43.61 19.986 KFactor= 9.75 M15 48.40 2.635 0.0 9.500 14.832 to 120.0 0.0 0.0 0.0 M16 48.4 0.0076 0.0 9.500 0.072 Vel = 2.85 M16 48.51 2.635 0.0 10.750 14.904 to 120.0 0.0 0.0 0.0 M17 96.91 0.0272 0.0 10.750 0.292 Vel = 5.70 M17 28.40 2.635 0.0 10.000 15.196 to 120.0 0.0 0.0 0.0 M18 125.31 0.0437 0.0 10.000 0.437 Vel = 7.37 M18 -8.41 2.635 0.0 9.000 15.633 to 120.0 0.0 0.0 0.0 M19 116.9 0.0384 0.0 9.000 0.346 Vel = 6.88 M19 0.29 2.635 0.0 9.500 15.979 to 120.0 0.0 0.0 0.0 M20 117.19 0.0386 0.0 9.500 0.367 Vel = 6.89 M20 9.19 2.635 0.0 12.500 16.346 to 120.0 0.0 0.0 0.0 M21 126.38 0.0444 0.0 12.500 0.555 Vel = 7.44 M21 30.45 2.635 0.0 6.167 16.901 to 120.0 0.0 0.0 0.0 M22 156.83 0.0663 0.0 6.167 0.409 Vel = 9.23 M22 -25.09 2.635 0.0 1.750 17.310 to 120.0 0.0 0.0 0.0 M22D 131.74 0.0480 0.0 1.750 0.084 Vel = 7.75 M22D 0.0 2.635 0.0 5.833 17.394 to 120.0 0.0 0.0 0.0 M22B 131.74 0.0478 0.0 5.833 0.279 Vel = 7.75 M22B 0.0 2.635 0.0 3.333 17.673 to 120.0 0.0 0.0 0.0 M23 131.74 0.0480 0.0 3.333 0.160 Vel = 7.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 12 Existing Overhead Caic Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M23 -11.64 2.635 0.0 10.000 17.833 to 120.0 0.0 0.0 0.0 M24 120.1 0.0405 0.0 10.000 0.405 Vel = 7.07 M24 -1.82 2.635 0.0 10.000 18.238 to 120.0 0.0 0.0 0.0 M25 118.28 0.0392 0.0 10.000 0.392 Vet = 6.96 M25 9.10 2.635 0.0 10.250 18.630 to 120.0 0.0 0.0 0.0 M26 127.38 0.0451 0.0 10.250 0.462 Vel = 7.49 M26 20.58 2.635 0.0 10.083 19.092 to 120.0 0.0 0.0 0.0 M27 147.96 0.0595 0.0 10.083 0.600 Vel = 8.71 M27 37.00 2.635 0.0 3.167 19.692 to 120.0 0.0 0.0 0.0 M22E 184.96 0.0897 0.0 3.167 0.284 Vel = 10.88 M22E -174.80 2.635 2V 11.807 10.250 19.976 to 120.0 0.0 11.807 0.0 M28 10.16 0.0005 0.0 22.057 0.010 Vet = 0.60 0.0 10.16 19.986 KFactor= 2.27 M22E 174.80 4.26 1V 8.954 37.500 19.976 to 120.0 IX 21.067 30.021 0.0 ETOR 174.8 0.0078 0.0 67.521 0.527 Vet = 3.93 0.0 174.80 20.503 K Factor= 38.60 M28 53.77 2.635 4V 23.613 33.000 19.986 to 120.0 0.0 23.613 0.0 ETOR 53.77 0.0091 0.0 56.613 0.517 Vet= 3.16 ETOR 174.80 3.26 1V 6.72 21.917 20.503 to 120.0 0.0 6.720 9.492 EBOR 228.57 0.0472 0.0 28.637 1.351 Vet= 8.79 0.0 228.57 31.346 K Factor= 40.83 EBOR 228.57 4.1 2L 17.44 10.000 31.346 to 140.0 0.0 17.440 -1.949 BF1 228.57 0.0116 0.0 27.440 0.318 Vel = 5.55 BF1 0.0 4.1 iZim 0.0 5.000 29.715 to 140.0 1L 8.72 37.787 8.693 * Fixed loss = 8.693 BF2 228.57 0.0116 iT 29.067 42.787 0.497 Vet = 5.55 BF2 0.0 4.07 iT 31.864 20.000 38.905 to 150.0 1G 3.186 63.728 3.465 UG1 228.57 0.0106 3L 28.678 83.728 0.887 Vet = 5.64 UGI 0.0 7.68 0.0 5.000 43.257 to 150.0 0.0 0.0 0.0 UG2 228.57 0.0004 0.0 5.000 0.002 Vel = 1.58 UG2 0.0 4.07 1L 9.559 10.000 43.259 to 150.0 iT 31.864 41.423 -2.599 SRC 228.57 0.0106 0.0 51.423 0.545 Vet = 5.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 13 Existing Overhead Caic Date 10-13-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100.00 Qa= 100.00 328.57 41.205 - KFactor= 51.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I cosco .. .11.. S.....; Fire Protection San Diego Branch Office 10695 Treena Street., Suite #105 San Diego, CA 92131 (858) 444-2000 fax: 444-2056 State License No: C-16-577621 www.coscofire.com MATERIAL SUBMITTAL Date: 10-18-11 CINEPOLIS LUXURY CINEMAS 6941 EL CAMINO REAL CARLSBAD, CA 92009 JOB #10.CD-5345 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. These plans have heen revicived hoc apparent CLIII Plaice with the uneIrl apphrcthk codes and standards in loice ri he urisdiction. The oil vcr or Contractor may utrhiic his rcvjew In support 61 an appitcalion for a building Oil 0 Ii hI' express LI rderstatiih ig that this teviesi 5 no way relieves the owner in contractor or their ii dr siral ellutileer or archttet for sole responsibility ho, lull cortipltance svtthi said codes and stziitdards IlIC rd ing Ille build hg code or tor any responsthihtv tot (heilCIrticies. erors. omissions or IlC5IIi1iItC indii.se plans ivitether or not noted In his review. Duic I4I,g(ii Rcv,cwer:1 H 1C0N1MEN1) APPIh(IVAI. Submitted By: LMC .Rldh)MNli:LNl) APPROVAL.. AS N(rrbl) APE AS SUBTTED L'SAD'9RE DEPAFT 0-t— L Los Angeles • San Francisco • Orange • Fresno • San Diego • Seattle San Diego Branch Office ....ISs. I cosco 10695 Treena Street., Suite #105 ...••.s. I San Diego, CA 92131 *..•.•• I (858) 444-2000 fax: 444-2056 i Fire Protection State License No: C-16-577621 www.coscofire.com TABLE OF CONTENTS Sprinkler Piping Piping ALLIED Sch-10/Sch-40 pipe Fittings VGS Grooved Couplings VGS Grooved Fittings Cl. Threaded Fittings Anvil D.I. Threaded Fittings Mechanical Tee Mechanical Branch Tee Sprinkler Heads Viking Microfast Q.R. Upright 5.6k Viking Microfast Q.R. Pendent Simi Rec. 5.6k Viking Microfast Q.R. Sidewall 5.6k Viking Mirage Q.R. Conc. Pendent 5.6k Pipe Hangers and Supports HILTI HDI Concrete Anchor Sammy's For Wood TOLCO Fig. 25 Surge Restrainer TOLCO Fig. 65 Beam Clamps TOLCO Fig. 69R Retrofit Capable Beam Clamp Retaining Strap TOLCO Fig. 100 All Thread Rod Length TOLCO Fig. 200 "Trimline" Adjustable Band Hanger TOLCO Fig. 4 Pipe Clamp for Sway Bracing TOLCO Fig. 800 Sway Brace Attachment TOLCO Fig. 980 Universal Sway Brace Attachment TOLCO Fig. 1000 "Fast Clamp" Sway Brace Attachment AV YAAAVAAAA1FXVAV V Schedule-10/Schedule-40 - ABF11 Fully Listed and FM Approved Sprinkler Pipe When you specify Allied Schedule-10/Schedule-40 - ABFII sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - ABFII gives you the extra quality assurance you demand. Our Sch-10 (11/4"- 8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. > Galvanized Pipe Schedule- 10/Schedule-40 - ABFII product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASIM A-123. > Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* > American Made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Schedule- 10/Schedule-40--ABFII pipe are in compliance with the following: ASTM A-i 35, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * See ABEII warranty 1 k.iii. NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn - 1.049 1.680 2.05 1 25 26.6 2.5 3.05 - 11/4 1.380 2.270 2.93 1 32 35.1 4.36 4.36 - 1½" 1.610 2.720 3.61 1 40 40.9 4.0 5.37 - 2.067 3.650 5.13 1 50 52.5 5.4 7.63 - 21/2 5.790 7.86 1 65 62.7 8.6 11.73 - 1 k.]iI. NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn - 1¼" 1.442 1.810 2.525 7.0955 32 36.6 2.7 3.75 - 1112 2.080 3.04 5.6570 40 42.7 3.1 4.52 - 2.157 2.640 4.22 4.5827 50 54.8 3.9 6.28 - 21/2" 2.635 3.530 5.89 3.5196 65 66.9 5.3 8.77 - 3.260 4.330 7.94 2.5550 75 82.8 6.4 11.82 - 4.260 5.610 11.78 1.6020 100 108.2 8.3 17.53 - 5.295 7.77 17.33 1.4874 125 134.5 11.56 25.80 - 6.357 9.290 23.03 1.0251 150 161.5 13.8 34.27 - 8" 8.249 16.490 40.15 1.8365 200 209.5 24.5 59.75 - ,poyIo Ih .I Customer Service (800) 882-5543 Fax: (800) 659-7730 www.aIliedtube.sprinkler.com :',P:J amea • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT' Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 0,oAatkore --"".--. ,.. -----------------.,,.---- ----.. Product Specifications I Grooved Couplings MODEL V-Z05 STANDARD RIGID COUPLING Angle-Pad Design The VGS Model V-Z05 is an angle-pad design standard rigid coupling for general piping applications where rigidity is required including valve connections, mechanical rooms, fire mains and long straight runs. The angle- pad design allows the coupling housings to slide along the bolt pads when tightened. The result is an offset clamping action which provides a rigid joint that resists flexural and torsional loads. Support and hanging requirements correspond to ANSI B31.1, 1331.9 and NFPA 13. Sizes available: 1-1/4 in 10 in /32 mm 600 mm Working Pressure: Up to 350 psi / 24 bar c®US <> LISTED APPROVED r.ii 1-1/4 - 10" Nominal Max. Working Max. End Axial Bolts Size - __________ A __________ B __________ C Size Pipe 0. D. Pressure Load Displacement 0 - 1.2 Weight mm/in mm/In Bar/PSI kN/Lbs mm/in mm/in mm/in mm/in No. mm/in Kgs/Lbs 32 42.2 24 3.37 0 - 0.05 66 102 46 Mb x 55 0.6 1.25 1.660 350 757 0- 0.05 2.60 4.00 1.81 2 3/8 x 2-1/8 1.4 40 48.3 24 4.42 0- 1.2 72 109 46 Mb x 55 0.7 1.5 1.900 350 990 2.83 4.29 1.81 2 3/8 x 2-1/8 1.5 50 60.3 24 6.90 0- 1.7 85 117 47 Mb x70 0.8 2 2.375 350 1550 0-0.07 3.35 4.61 1.85 2 3/8 x 2-3/4 1.7 65 73.0 24 10.11 0- 1.7 98 132 47 Mb x 70 0.9 2.5 2.875 350 2270 0- 0.07 3.86 5.20 1.85 2 3/8 x 2-3/4 2.1 65 76.1 24 11.01 0- 1.7 0 - 4.1 100 136 47 Mb x 70 1.0 80 88.9 24 14.99 0- 1.7 0 - 0.16 113 148 48 M10 x 70 1.2 3 3.500 350 3365 0-0.07 0.07 4.45 5.83 1.88 2 3/8 x 2-3/4 2.6 100 114.3 24 24.77 146 182 53 Mb x 70 1.9 4 4.500 350 5565 5.75 7.17 2.09 2 3/8 x 2-3/4 4.1 125 141.3 20 32.45 0 -4.1 175 229 53 M12 x 75 2.6 5 5.563 300 7290 0-0.16 0 - 4.1 6.89 9.02 2.09 2 - 1/2 x 3 5.7 150 165.1 20 44.30 0-4.1 200 246 54 M12 x 75 3.1 150 168.3 20 46.02 203 249 54 M12 x 75 3.1 6 6.625 300 10340 0 -0.16 8.00 9.80 2.13 2 1/2 x 3 6.8 200 219.1 20 78.00 0 -4.8 264 330 64 M16 x 135 6.1 8 8.625 300 17525 0 -0.19 10.40 12.99 2.52 2 5/8 x 5-5/16 13.4 MODEL V-Z07 STANDARD RIGID COUPLING c®uS <9> LISTED APPROVED Nominal Size Pipe 0. D. rking re Max. End Load Axial Displacement 0 - 3.2 Bolts Size Weight A B C -- mm/In mm/in SI [131 kN/Lbs mm/In 0 - 0.13 mm/in mm/in mm/in No. mm/in Kgs/Lbs 250 273.0 202.21 327 431 65 10.3 10 10.750 45400 12.86 16.98 2.56 2 7/8 x 6-1/2 22.9 Trusted above all.TM JII(iI'1Gi® NGSTM Product Specifications I Grooved Couplings MODEL V-lbS STANDARD FLEXIBLE COUPLING The VGS Model V-7705 flexible coupling is designed for use in a variety of piping applications of moderate or high pressure services. Working pressure is usually dictated by the wall thickness and rating of the pipe being used. The Model V-7705 couplings feature flexibility that can deal with misalignment, distortion, thermal stress, vibration and noise and also resist seismic tremors. With the use of Model V-7705 couplings you can even design a curved layout. See Typical Applications - flexible Couplings on page 25. Sizes available: 1-1/2" 8" / 40mm 200mm Working Pressure: Up to 500 psi I 35 bar c®us <*> USTED APPROVED 1-1/2 - 8' Nominal Pipe Max. Working Max. End Axial Dimensions ___________ A B C Size O.D. Pressure Load Displacement Bolt Size Weight mm/in mm/in Bar/PSI kNlLbs mm/in mm/in mm/In mm/in mm/In Kgs/Lbs 40 48.3 35 6.3 1.6 72 108 46 M10 x 55 0.7 1.5 1.900 500 1420 00625 2.83 4.25 1.81 3/8 x 2-1/8 1.6 50 60.3 35 9.9 1.6 84 129 48 M10 x55 0.8 2 2.375 500 2210 0.0625 3.31 5.08 1.89 3/8 x 2-1/8 1.8 65 73.0 35 14.4 1.6 99 142 48 M10 x 55 0.9 2.5 2.875 500 3240 0.0625 3.9 5.59 1.89 3/8 x 2-1/8 2.0 65 76.1 35 15.7 1.6 102 147 48 M10 x 55 1.0 80 88.9 35 21.4 1.6 116 169 48 M12 x 75 1.3 3 3.500 500 4810 0.0625 4.57 6.65 1.89 1/2 x 3 2.8 100 114.3 35 35.4 3.2 145 197 52 M12 x 75 1.9 4 4.500 $00 7950 0.125 571 7.76 2.05 1/2 x 3 4.1 125 141.3 31 48.6 3.2 172 234 52 M16 x 90 2.6 5 5.563 450 10930 0.125 6.77 9.21 2.05 5/8 x 3-1/2 5.7 150 165.1 31 66.4 3.2 196 260 54 M16 x 90 3.1 150 168.3 31 69.0 3.2 200 268 62 M16 x 90 3.2 6 6.625 450 15500 0.125 7.87 10,55 2.44 5/8 x 3-1/2 7.0 200 219.1 31 116.9 3.2 260 350 64 M16 x 90 5.8 8 8,625 450 26280 0,125 10.24 13.78 2.52 5/8 x 3-1/2 12.8 - Trusted above at •TM NIIQNG4" Product Specifications I Grooved Fittings MODEL V-901 SHORT RADIUS 900 ELBOW MODEL V-903 SHORT RADIUS TEE -- bC.E -1 C us LISTED APPROVED Nominal Pipe V901 V.903 Size O.D. SR 90 Elbow SR Straight Tee mm/in mm/in C - E (mm/in) Kgs/Lbs C - E (mm/in) Kgs/Lbs 50 60.3 70 0.7 70 1.0 2 7.375 2.75 15 2.75 2.2 65 73.0 76 0.9 76 1.3 2.5 2.875 3.00 2.0 3.00 2.9 65 76.1 76 0.9 76 1.3 80 88.9 86 1.4 86 2.0 3 3.500 3.38 3.1 3.38 4.4 100 114.3 102 1.7 102 3.6 4 4.500 4.00 3.7 4.00 7.9 125 141.3 124 IS 124 4.6 5 5.563 4.88 7.7 4.88 10.1 150 165.1 140 5.5 140 8.6 150 168.3 140 55 140 8.6 6 6.625 5.50 12.1 5.50 18.9 200 219.1 176 11.0 176 16.5 8 8.625 6.94 24.2 6.94 36.3 Trusted above all.TM 4IIi(JI'*1 'JGSTM Product Specifications I Grooved Fittings GROOVED ELBOWS MODEL V-7110 900 ELBOW MODEL V-7111 450 ELBOW MODEL V-7112 22_1120 ELBOW MODEL V-7113 111/40 ELBOW VGS grooved fittings are cast of ductile iron. c®uS <> LISTED APPROVED CE4 CEI Fig. 7112 Fig. 7113 22-1/2 Elbow 11-1/4 Elbow CEjj C-EL ft Fig. 7110 Fig. 7111 Fig. 7113 90 Elbow 45 Elbow 11-114 Elbow Nominal Size Pipe O.D. V7110 90 Elbow V7111 45 Elbow V7112 22-112 Elbow V7113 11-l/4 Elbow C - E Kgs/Lbs C - E Kgs/Lbs C - E Kgs/Lbs C - E Kgs/Lbs mm/in mm/in 32 42.2 70 0.5 45 0.3 45 0.3 35 0.2 1.25 1.660 2.75 1.1 1.75 0.7 1.75 0.7 1.38 0.4 40 48.3 70 0.7 45 0.4 45 0.6 35 0.3 1.5 1.900 2.75 1.5 1.75 0.9 1.75 1.3 1.38 0.7 50 60.3 83 0.9 51 0.7 48 0.8 35 0.8 2 2.375 3.25 2.0 2.00 1.5 1.88 1.8 1.38 1.8 65 73.0 95 1.2 57 0.9 51 1.0 38 1.0 2.5 2.875 3.75 2.6 2.25 2.0 2.01 2.2 1.50 2.2 65 76.1 95 1.4 57 1.0 51 1.0 38 1.0 100 114.3 127 2.8 76 2.0 73 2.0 45 1.5 4 4.500 5.00 6.2 3.00 4.4 2.88 4.4 1.75 3.3 125 141.3 140 5.0 83 3.5 - - -- 5 5.563 5.50 11.0 3.25 7.7 -- - -- 150 168.3 165 6.4 89 4.4 79 5.0 51 3.4 6 6.625 6.50 14.1 3.50 9.7 3.12 11.0 2.00 7.5 150 165.1 165 5.7 89 4.4 79 5.0 51 3.4 200 219.1 197 12.5 108 9.0 98 10.0 51 5.5 8 8.625 7.75 27.5 4.25 19.8 3.88 22.0 2.00 12.1 250 273.0 229 24.0 121 17.0 - - -- 10 10.750 9.00 52.8 4.75 37.4 - - -- MODEL V-7110DR DRAIN ELBOW The Model V-7110DR is a grooved-end ductile iron cast elbow with an integral 1' NPT or BSP drain. The V-7110DR was primarily designed for, but not limited to, use on fire protection standpipes. ioFN--,.. dr c®us <*> LISTED APPROVED Trusted above all.TM Dimension Nominal Size Pipe O.D. Weight C - E D E mmrm mm/in mm/in mm/in mm/in Km/Lbs 50 60.3 83 57.2 40 1.2 2 2.375 3.27 2.25 1.57 2.5 65 73.0 95 70 40 1.3 2.5 2.875 3.75 2.75 1.57 2.8 65 76.1 95 70 40 1.3 80 88.9 108 70 49 2.0 3 3.500 4.25 2.75 1.93 4.4 100 114.3 127 70 63 3.0 4 4.500 5.00 2.75 2.48 6.6 150 165.1 165 70 90 7.0 150 168.3 165 70 90 7.0 6 6.625 6.50 2.75 3.54 15.4 200 219.1 197 83 114 12.7 8 8.625 7.76 3.27 4.49 27.9 NIKING7 N4GS T M MODEL V-7160 END CAP c®us <> USTED APPROVED Product Specifications i.L Grooved IFittingsI I. 1-1/4" - 12" Nominal V7160 End Cap Size Pipe O.D. E - E mm/in mm/in mm/in Kgsl Lbs 32 42.2 25 0.2 1.25 1.660 1.00 0.4 40 48.3 25 0.2 1.5 1.900 1.00 0.4 50 60.3 25 0.3 2 2.375 1.00 0.7 65 73.0 25 0.4 2.5 2.875 1.00 0.9 65 76.1 25 0.4 80 88.9 25 0.7 3 3.500 1.00 1.5 100 108.0 25 1.1 4 4.250 1.00 2.4 125 141.3 25 1.7 5 5.563 1.00 3.7 150 168.3 25 3.0 6 6.625 1.00 6.6 150 165.1 25 3.0 200 219.1 30 5.5 8 8.625 1.18 12.1 250 273.0 32 7.0 10 10.750 1.25 15.4 300 323.9 32 10.0 12 12.750 1.25 22.0 Trusted above all.TM NIKING CAST IRON 90 DEGREE U:1.k? - NOMINAL SIZE (INCH) ITEM CODE S/ MAX. WORKING P.S.I. DIM SIONS WEIGHT - A - B EACH PIECE 1 CB90033 300 1.50 1.50 0.95 11/4 01390044 300 1.75 1.75 1.34 11/2 CB90055 1 300 1 1.94 1.94 1.80 2 C890066 300 1 225 1 2.25 1 2.90 2112 1 CB900771 300 1 2.70 1 2.70 1 4.75 NCASTIIRON IRED. COUPLING NOMINAL SIZE (INCH) ITEM CODE 4 MAX. WORKING P.S.I. DIMENSION WOGIIT EACH A PIECE 1X1/2 CRC031 300 1.70 0.62 1X3/4 CRC032 300 1.70 0.80 T IRON STRAIGHT TEE NOMINAL SIZE (INCH) ITEtI CODE 4 MAX. WORKING P.S.I. MB1SIONS WEIGHT I EACH PIECE A B 1 CT333 300 1.50 1.50 1.21 11/4 CT444 300 1.75 1.75 1.87 11/2 CT555 300 1.94 1.94 1 2.51 2 CT666 300 2.25 2.25 3.96 2112 CT777 300 2.70 2.70 1 6.45 CASTNIIIRON E DEGREE ELBOW NOMINAL SIZE (INCH) ITEM CODE 4 l MAX. WORKING P.S.I. DIM B1SIONS1 - W13GHT1 EACH PIECE A B 1 CR45033 300 1.12 1.12 0.84 11/4 CR45044 300 1.29 1.29 1.40 11/2 1 CB450551 300 1.43 1.43 1.80 2 CR45066 300 1 1.68 1 1.68 1 2.79 C.I. THREADED FITTINGS FITTINGS 4 LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CAST IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 300 PSI SERVICE. GRAY IRON PER ASTM A126 CLASS B. DIMEN- SIONS CONFORM TO ANSI 1316.4 CLASS 125 EXCEPT PLUGS CONFORM TO ASME 816.14. THREADS ARE NPT PERANSI/ASME BI.20.1. .. 6 ..-i pii ii:!Ji RED. 3I.J iJe! :I.!j' NOMINAL SIZE (INC" ITEM CODE 4 MAX. IDIMENSIONS WORKING - P.S.I. A B WEIGHT I EACH PIECE 1X1/2 C890031 300 1.26 1.36 0.64 1X3/4 C890032 300 1.37 1.45 0.87 1 1/0112 CR90041 300 1.34 1.53 0.96 1 1/4X3/4 C890042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 1 112x1 1/2 CR90051 300 1.41 1.66 1.17 1 1/2x3/4 C890052 300 152 1.75 1.28 I 112X1 CB90053 300 1.65 1.80 1.51 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 2X1/2 C1390061 300 1.49 1.88 2.00 2X314 C890062 300 1.60 1.97 2.05 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 C890065 300 2.02 2.16 2.60 Page 38 CAST IRON LIici NOMINAL SIZE (INCH) ITEM CODE 4 MAX. WORKING P.S.I. DIM BI1SION WEIGHT EACH PIECE A 1/2 CPL001 300 0.94 0.10 3/4 CPL002 300 1.07 0.17 1 CPL003 300 1.25 0.28 1 1/4 CPLOO4 300 1.36 0.44 11/2 CPLOOS 300 1.45 0.62 2 CPLOO6 300 1.56 0.91 C.I. THREADED FITTINGS \ C D FiTTINGS I 141. I I A DMk. fSrgr?p * * <6> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CASTK1;t•' I* 1NOMINAL SIZE (INCH ITB1 CODE 4 ' MAX. WORKING P.S.I. DIMa1SIONS WEIGHT I EACH PIECE A -F B 1 CX033 300 1.50 1 1.50 1.54 11/4 CX044 300 1.76 1 1.75 2.40 1 1/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 114X1 CX043 300 1.58 1.67 2.05 1 1t2)C1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 CAST[II;I.1IREDUCINGt NOMINAL SIZE (INCH) ITW CODE 4 MAX. WORKING P.S.I. DIM VISIONS WEIGHT EACH PIECE A B C 1X1X112 CT331 300 16 12T 1.36 0.95 1 X1X3/4 CT332 300 TT 3T 1.45 1.10 1X1/2X1 CT313 300 1 t5 T3 1.50 1.08 1X3/4X1 C1323 300 T5 1.5 1.50 1.18 IXiXi 1/4 Cr334 300 17 TT 1.58 _1.52 1X1X1 1/2 C7335 300 CW ir 1.65 '--T.73- 1 114X1X112 CT431 300 I 1I4X1X3/4 TW 133 -7-17- CT432 300 -tr TT 1.62 '-7.r8- 1 1/4X1X1 CT433 300 TV -t5 137 1.47 1 1/4X1X1 1/4 CT434 300 1:73 17 1.75 1.80 1 1/43(1X1 1/2 C1435 300 TW 1.82 2.05 1 114X1 114X1!2 CT441 300 134i TT 1.53 --1-37- I 1/4X1 1/4X314 CT442 300 TW 1.- 1.62 -71-4- 1 1/4X1 1114A 1.T443 300 ii T5F 1.67 1.65 1 1/4X1 1/4X1 112 CT445 300 -1.88 1.82 2.21 1 1/4X1 1/4X2 C7446 300 -T. 1 -5 T 1.90 2.55 11!2XIX1/2 CT531 300 TW TW 1.66 1 1.41 1 112X1X314 T532 300 1.52 t7 -T75 1.65 1 1/2X1X1 CT533 300 1.65 1.50 1.65 1 1/2X1X1 114 --CT-59 300 1.82 1.67 -t8 2.00 1 172X1X1 1/2 CT535 300 1.94 1.80 TT 2.30 1 112X1 114X1/2 CTS41 300 1.41 1.34 1.66T58 1 112X1 1I4X3/4 CT542 300 1.52 1.45 -10 1.72 1 1/2X1 1/4X1 VIM 300 1.65 1.58 1.85 1 112x1 1/4x1 1/4 CT544 300 - 1.82 1.75 1.88 - 2.22 I 1/2x1 114x1 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CTSSI 300 1.41 1.41 1.66 1.76 1 112X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1I2X1 1I2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 112X1 1P2X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 C1646 300 1. 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1 .49 1.41 1 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 JL 2.40 2X1 112X1 CT653 300 1.73 1.65 202 2.54 2X1 1/2X1 1/4 CT654 300 - 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 0T656 300 2.25 2.16 2.25 3.75 2X2X112 Cr661 300 1.49 1 1.49 1.88 1 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2)(1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 C1667 300 2.60 2.60 2.39 5.10 I-, V#blb u www?v$14'mcrcwltact ii mlIe/A,wlISt 5i Is Rspms.lalive. Print Page 2 of 3 11 LBtar $P Ductile Iron Ductile iron threoded liKings are U. & ULC Listed & Factory Mutual Approved for 300 psi servk,. Ductile iron per ASTM A536 Clots 65.45.12. Dimensions conform lo ASME 816.4 Threads are NPT per ANSI/ASME B 1.20.1. Ncnø 5i*i Aid Him ihIyruJ six. warklml Hithtt Priiiir, Wt[ilk k (wit 1&C) ., (ni h (eJ th 1 84XJOJL 05033 SIX 850 150 O7 1 U4012 UZlO44 5 1.75 175 0.00 J; r4f 11 £0105S 5Y) 1.9 1.94 1.20 2. 8400GX38 044 WD 125 7.25 1.85 'Ut. LLC &0MPriir.Wings for Imompt arid apprvyoh, **e & redeitl dolo twin. NOTNE Duceteirot' fimr..qt bee Now tvnile *riih ih, rhal of ti" .ppa. b 4w*, cvar tigtuer.r,5 an cause dimaeic. p4pelh-.adr .4,ich may ciiie eoie Dudikron beni *ioud be tred Fh!.e to ml bii,b,i Snl hir APPROVED http://www.anvilintLcom/ProductSearchlPrintProduct.aspx?Iid= 1962 6/23/2011 Print Page 2 of 3 AWULM RPvi P#WM (MA Vft Ductile MATERIAL SPECIFICATIONI DctJe iron threaded fittings are UL & ULC Factory Mutual Approved for SOO psi ser Ducte iron per ASTM A536 Class 65.45.1 Dimension5 conform BoASME 816.14 Threads are NPT per ANSI/ASME Bi .20.1 NOTICE iron fiiir.9hav,hihirniI, rnthan p* Thire6o, over hgF.4nirkj can emitdarn90 so, pip. tfrc ,floy uvp ekoge tidiI sw f rt,V sbould be tq*md Ihr b.yQrd Fond Ii9Ft.bung imrq *on ¼,v,lurt 1 :111:181 worwadsho Atrflhi,m IMursul LLWo.i. IhdHf Nnn Pr*Isr* W.Iscl I tI02136 DB4O33 5J0 1.12 1.1? 0.46 jj 14 VOP02141 [J444 500 1.21 19 0.73 ________ . i6 11 1% 8400071$8 HAWS O0 1,43 1,113 2 0003D7146 D4o5$ 90D 1160 148 1.O LL LLC & FM Pr.eir. kafinqv for oddijoeml litiings 4M ops tht ø @4eAl - APPROVED Fcq UiIktç5jvoI 0 itid Uff"Icift p httn://wwwanvilintLcom/ProdiictSearch/PrintProcluctasnx?Hd=1963 ' /'Yiii Ri UXWS4 WW9f.C4Il Arwl'/Arw#SWr siI!JI Print Page 2 of 3 AA9kM Of NM 040 4.J1jkT4 Ductile MATERIAL SPECIFICATION1 ude iron threoded fillings ore Ut & UIC I Factory Mutual Approved for 500 pi ser Ducieiror per ASTMA56 Class 65-45-1 Dimensions con6rrntoASMf P16.14 Threads are t'lPT per ANSVASME M.20.1 BULL HEAD TEE with ' Ihtv*tiiI 'lixWi,iUr' 0"1405 _______ Aww. No Nvi, Prthws i B w I I z IY, MUM D1331 Soo 1.7 ii? 1.50 43) 42 33 0 41 ldIYJ M004246 D1335 Soo 13) 1,3) loS ise'Is 4" tci3 xI 1t301?5 BT4 500 I I l4 I1lxlV 84OW37 11445 9)0 1.88 1.89 1.82 145 J'2,ri(4 lyor 04t8)043IS D446 500 210 210 I.e.) 17S fl5iWix2 94(O446 B14 500 2.36 2.10 2.01 S3,414 Iri 30 I3czwz 04D0445 DTSS6 0 2.16 11 2.01 138 IL )IC & FM Pr4mvret Pg,t1ij9s Foi D**tiofI Ii*d opprcth, imthe iwhnW.d* sooka ;;;'kji. httix//www.anvilintl.com/ProductSearchlPrintProduct.asnx ?lid=1 967 ' r,n ii NOTICI 0%04 i r on Iitini haøhFr I 16wakev, og boianing mn cov so &I mogt #us mciv wuse 11ci. Dvtfila imo Imini c1QkJ bofigt4wed * w1d hwm~ h9k bvi r* mwe lban iQUWnL Sep wlfi APPROVED Print Page 2 of 3 ANWAMiter- rwripmaphowitim,prAm I*?I1& Ductile Iron Ductile iron threaded fiffings are Ii. & ULC Listed, & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 6545.12. Dimensions conform to ASME B16. 14 Threads are NPT per ANWAWf 81 201 WKS Nc0eiron 0n; hie 60w tqn0q, orengffi th,i Oitç pp.. Tb.c,o't tin9 on cause iOO9* to pipe ik.ds which wy cue 0ea0ge. Ducl1IQ iron 41 oed be jitened ihre ri beyond n tight, boil 04SR. APPROVED ret utInvapaI l*blk and UiitsIIonuvWt ow Web slti w.NrrilIvrorcQ.1tact an 0eM,wIIti ViRaprsusitaI1v., REDUCING 90' ELBOW Noniul Seze AM hem UNIWIII .z.Wo,klrj £iigox. H,,,&., II!I1k$f .Iirs A% few 3 4L (Md I&W il 1X O)O0Q36 1i5O31 5O) 126 1.36 0.46 1 *) 04X'JOU 10032 5w 1.37 1145 052 1%5c 84))1051 rl$O041 SO) 1.34 1.53 0,64 11t S0 21069 IS5Ol? SO) 145 q 1/1 1.62 0,72 1wil 840O)107T V30]43 SO) 1.50 1.62 0,75 14 1 04X (685 tJ0tI13 SO) 1.65 1.00 0.92 4(4! 17 0.42 11S 114 B412l003 18!O0S.4 503 1,02 US Ut 7 So1 Ua4I 50) 1.40 LEE lot 7% 0020fl19 J.95O0S2 503 1.60 l.? 1.74 1 NMI 17? N90043 Sw 1.73 102 1.10 V.4 211% 04X0fl35 tO0O064 502 1.00 210 1.52 50: 534 2111% 01r(1H43 Ef$OS 503 102 2.16 1.65 .6450 1i.6. 51 1Q. (175 'UL lIC &IM O'iejre Pury Fe.' oddduio1 listings or.d oppiovolt, see (he Pe,I-niooi dolo section A1 i ,jI.Jlnh* httn://www.anvi1int1.comfProductSearch/PrintPrnduetitsrnc?1i1=1 964 i"n ii Print Page 2 of 3 AWALBbww- F Mq rthni Ductile Iron MATERIAL SPECIFICATIONS Ductie iron threaded 'Fittings are IL & UIC Listed & Factory MUtiJOI Approved for 500 psi service. Ductile iron per ASTM A536 Class 65.4.5.12. Dimensions coroforrn to ASME B 16. 14 Threads are NPT per ANSI/ASME 81.20.1, UL, iC & PM hosure kahn9 Foi*ddnin1 livalot and ccvol, Ni NdMiW doI eon, REDUCING TEE NOW011 Ski Ai,,Ii:Newherni AIL bhw.,h.s - - Pr.u,ri ( ik (tie owk (u h (at! t0L )xI R11)96 03 500 I.0 136 ISO 044 '$J 4O J4 Y 19 hh1 01003474 ii -r T1.45 rr -ir ______ 4 J 3NO 033 lxi X a4)o12r/ 01331 9)0 LU l.% L3 071 lzy"-__ lxi i( 840004fl0 01332 9)0 U? 13t L5 0 Ix11 B4O00*T$ 0)334 500 141 14 iSo i .98 _______.&)N' 04 b1x) 310001746 11T r t TAT T 1.16 34Y 45/: 35i5 $c 14x1x 04000I53 01431 W 1.34 T T 2i 25 N 15) .340 1 ? 16x 1 x% 84000476) 01432 9)0 1.45 137 1,4,3 90 ( 31 N 1910 0%il xl 840004716' 133 910 0.53 1.90 1.61 1,00 .)J .) 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It rn b€rd hard ftg)1. Ltui mQr!Qn f'w lurr For UIuQFAcPI01Ii *vvivor !Omtct an 041SOI APPROVED REDUCING tE1 . NcwmlailSli Aivh,m Uutv*.l 1kxw OIIIUIOU Apptx Nu k (id 1 xl '6*2 84(000036 1W 7W 2.10 TT i .90 40f )2t 9 .l 11911%Yr 8400040(0 015%) 500 1.41 1.41 1.16 1,1% 41,414) N ico 'p çj ' 81000U$1 tir -ir1.37' 1.52 T 40: Zlfb , 73 ________ 156k 116*1 84000(469 0T%%3 500 145 145 1.80 130 Illy Z. _L L21 ill 12 I .JL. 1Wi1162 l3 84400477 DT354 500 IN 143 1.88 14.8 1%i1)67 810001.419 01556 $00 116 3,14, 7.02 153 1.4')) 141k, '41)., J'j r,4' 7*1*2 840000(93 11 1 1W 421 .1 '"j, 5 S 1 V V,N 01P 2 81051 111 -16r 2.10 125 ir _L 2x 1%x16 8(0004519 1TI 500 1.46' 141 iii 130 - L2i1 LL2' ..L14 .... 2*1161% 84000*537 01.557 500 140 1,52 191 147 th 4 ) 84(004 ____ _____ 535 0 15 -Tr _______ 44c(l !"4 4) *l ci !l'4 81 ¶IT 1 2x116x1% €40004550 016%% 500 2.07 1,94 116 tOO . j _Q.2.L. b 109*2 840001568 01656 500 2.35 2,16 2.25 235 2*1 III 31(00(976 01661 500 1.19 149 1.08 140 44 '?I t 1i) 471 On 22:2% 840001S4 TT 4o TT la .50.. 50t 4) .149) A)t4 0fl Tx hl 340004592 01663 'Soo '• t13 1.73 2.02 1.85 50, 9). 75 4)44 h2x 1% 8(0000600 01664 500 190 153 210 tOt 2'2i116 8100044,18 $00 2.07 202 7.16 TIT 5 * 4z 1 17 W • ThT 500 2.90 3.4,0 9T 77- 44c 4247 u( 216kb ' 111w 1W 1.74 T TT TW - - - - AflI httn://www.anvi1int1.com/ProductSearch/PrintPrnd1wt. n sny91id= 1066 411,111A11 Print Page 2 of 3 ANULS Ductile Dudde iron threaded Iiftngs are UL & ULC Factory Mutual Approved for 500 pi sr Ductile iron per ASTM A536 CIs 6545-1 Dimensions conform to ASME B) 6. 1 4 Threads are WT per ANSI/ASME B1,20. 1 NOTiCE iron imrl shave hih,içniI, Ur,nSth(nan p Th5r.fr9, or fig6mirg an ce dan9c b — 4ve 'nay sts kukoe. tvdule .rcc Sbr953IboId bs hh5.nd Ii,r bs'and b nli9}1bi. rrqnfr,risqzs. STRAIGHT 11 Noi.0 Ai,Il1t,ir Dthmil MWsál. DIetso. V(,• I.c Nisithes N,,iir Prns,r.' & #1 I 8400314 115333 5011 150 1.50 0115 $Ü0031fl D14 5510 1.10 1.15 1.22 34 50 4 C4, 11 840993160 111555 55111 1.94 1,94 1.50 ? 01511303150 111664 501 2.25 225 lAS U. UL & FM Prssin 9 Rotinq f*t od.risI fithoigs 4M oppeoYch, u4 the +iø A Ota se*on. Qcsfil APPOVD Fos uillnglAfcro41 II aid UftetlonisIslowl sv1ljwI$t*?&ijss m.i httix/Iwww .anvilintl.eomfProductSearch/PrintProduct.asnx?lid 1965 6/1) 1') (111 Print Page 2of3 Star F lrniI Ductile Iron MATERIAL SPECIFICATIONS I Dudile iron threaded Iftings are I.L & ULC Listed & Factory Mutual Approved for 500 psi service, Ductile iron per ASTM A536 Class 6545.12. Dimensions concorm to ASME B 16.14 Threads are NPI per ANSI/ASME R11,20. 1, NJCE *i.ro 1 W i,rnile ri ppah rlrol 0f Pip*.Th Joi.ov.c I ttin9 on cause dmcco *rs1dI '4iith .my cvrne k*og Dk iron ItItni #oiiJd b tt iii rm byor4 ho niili, bi n more Con o WlT AIV thik.rs.1 NcrsI Site :LI[j:II[c5_ I I 'k 6w fd& tw 11h 6411601111 (lU9131 075 0.25 1.42 0k 0,22 1X% 84wM19 P1USH31 035 015 142 ft17 11(x 1 94116X!fl 0I2LJ[43 0k1 020 1,76 GktAt 0,28 1940600035 DRISMS3 04 031 700 0.45 11x Wi 01O0I1.3 41J9t4 03 1131 700 0sdt 010 7 1 436OX0 J50[3 0Z ([41 51 2 1% 4IWXO65 (U9064 011 020 7.40 0.13 xl% 0.100(0316 I)I0163 0 82 - (130 .40 0tdi 0.01 -06 APPROVED ro*tIrvAppI WSW and UndwiprievMIt W.bs0i. *Wwiar*rfl.cri or ccøtact an vI0/Awt11S5Ii RipmitiUv.. Inside Head ii A. - B :t ~:[ A Outside Head ACA Alk aftall 4, http://www. anvilintLcom/ProductSearch/PrjntProduct.asnx?1 id= 1972 i',n ii CAP Noni* Aivil Ilir UavutaI IlIL Wi&. Nrnbu Ninn prnilf,! Wt 1sh I 80000561 DT903 1.16 032 IN $tOD8523 OM04 .OI 128 0,43 llc 0OD0503 QR10S 5010 L33 0.60 2 0005649 DM06 500 UI 0,91 sx~6 APPROVED Fsq 0nIAoe'I 10 Ord UtstIg, vkllo,x0 wwwpnriO,Uco,or cot AnviP/AnvKkbf'&&U* Up 10 Print Page 2 of 3 A"-&-*LM Fm Pm&am nNMJ &-ft Ductile I MATERIAL SPECIFICATIONI Ducte iron threaded fiffings ore UL & ULC Factory Mutual Approved for SOO psi ser DuctJe iron per ASIM A5:36 Cl ass 65.4,5.1 Dimensions conform to ASME B 16.14 Threads are NPI per ANSVASME B1 2O. 1 NOTKI cudk iron filings hay* hiIwiert.k irsnrh*,or pç* 1horefore,o.,r hqlftq,inq can c.,,* damoge s pipe Fire rnoy cut Ieoke Dodite,roir foringssFiuId be I.er4 'hr bn4 light, but n ,nre ihan four lurre LL LLC & OM 0'r.ir. katlnqi k4 bd4rIio! hgI nd tWoyal t* the l6wc 4 rø eor, http://www. anvilintl.com/ProductSearchlPrintProduct.aspx?lid= 1971 6/23/2011 COUPLING NiisI Wt ,,* U,*r.I "' Axru M,t,èu Wt Fufi 1 40692 cO33 147 0.40 I 'A SAM700 KIM 193 057 1 84O37118 VIM 7.15 075 2 040?'26 t.U4 2.53 1.15 raddI1icfa1 listings and ap9ct'vd, sse, the ti6nical 3ia won. For LtIVApPrat Distill; iil UiitiliaauvhftowWOSts www.irp$*vcmorcomtict IN AI/A,wIIStr' $hi Riprsssrtu1v.. 10 Print Page 2 of 3 ANASUw- Riwillim"WUWAimnhi at Ductile Iron Ductile iron threoded itings ore IA & ULC Listed & Factory Mutual Approved for 500 psi serice Ductile iron per ASTM A536 doss 654.5-12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME 8)20.1. P4PI iron 14-ings h,, gtiqr in,pI thai 40) o siuJ pipe. Th*rJo,Q, ovar fighieryng mn caus dQnao pipe iFradi w4iith may C'aUI IFoa9 Dute iron hi*ni *ioud be i&d ihre tvr'e beyir hcnl $ie bi r Iurn 4A A% OAAN a http://www.anvi1int1.com/ProductSearch/PrintProduct.asnx?1id1 970 A /' 2 /')flhl Threaded Mechanical Branch Tee INJtLBtar' Fire Products Division of Anvil' International Submittal Sheet Model MT-30 mechanical tee serves the same function as MT-1 & MT-8 but uses a steel electro-plated U-Bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. APPROVED For Listing / Approval details contact your AnvilStarTM Representative. WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok® XtremeTM Lubricant is recommended. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12. U-BOLT & NUTS: U-bolt is carbon steel SAE Grade 2, Zinc Plated with plated hex nuts carbon steel ASTM A-i 94, Zinc Plated. THREADS: MT-30 NPT per ANSI/ASME B1.20.1 COATINGS: Zinc Electroplated FJ Other (Specify): Example: RAL3000 or RAL9000 Series For other Coating requirements contact an AnvilStar Representative. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Grade "E" EPDM (Green color code) -40°F to 2301F (Service Temperature Range) (-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, salts, oil-free air and many chemical services not involving hydrocarbons, oils or gases. NOT FOR USE WITH HYDROCARBONS. Other PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect I Engineer: Contractor: Address: Notes 1: Notes 2: PAGE 1 OF 2 SPF Couplings, Fittings, Flanges, Clamps For the latest UL/LJLC Listed and FM Approved pressure ratings, versus pipe schedule, .IL REV. 03.03.06-0033 go to www.anvilstar.com or contact your local AnvilStar representative Star- Threaded Mechanical Branch Tee Fire Products Division of Anvil* international Submittal Sheet MT-30 MECHANICAL TEES I Nominal I Hole Diameter Max. Wk. Dimensions Approx. A B I Size VU. Mm. Max. Pressure Wt. Ea. Diameter Diameter Take-Out In./DN(mm) In ./mm In/mm In/mm PSI/bar In ./mm In ./mm In1mm In ./mm Lbs/kg 11/4 x 1/2 1.660 x 0.840 15/i6 300 21/8 31h 21/4 15/8 0.8 32x 12 42.4x21.3 30 33 20.7 54 89 57.2 42 0.4 11/4 8 3/4 1.660x1.050 1/i& 1/16 300 21/8 31/2 21/4 0.8 32x 19 42.4x26.7 30 33 . 20.7 54 89 57.2 42 0.4 11/4 X 1.660x1.315 1 /16 1A6 300 21/4 31h 21/4 15/8 1.1 32x25 42.4x33.7 30 33 20.7 58 89 57.2 47 0.5 1/2 1.900 xO.840 1A6 1/it 300 21/4 31h 21/4 ]3/4 0.8 40x 72 48.3x21.3 30 33 20.7 57 89 57.2 48 0.4 11/2 3 3/4 1.900x1.050 ]3/3 1A6 300 21/4 31/2 21/4 ]3/4 0.9 40x 79 48.3x26.7 30 33 20.7 57 89 57.2 48 0.4 1112 x I 1.900x1.315 13Au 1A 6 300 23/8 31h 21/4 13/4 1.1 40x25 48.3x33.7 30 33 20.7 67 89 57.2 44 0.5 2x 1/2 2.375 x 0.840 1/it l/iu 300 21/2 33/4 21/4 2 0.9 50x12 60.3x21.3 30 33 20.7 1 64 95 57.2 57 0.4 2 3 3/4 2.375 x 1.050 13/ ]5/]f 300 2½ 33/ 21/4 2 0.9 SOx 79 60.3x26.7 30 33 20.7 64 95 57.2 57 0.4 2 x 1 2.375 x 1.315 1 /16 1/is 300 2/8 33/4 21/4 2 1.1 50x25 60.3x33.7 30 33 20.7 67 95 57.2 50 0.5 21/2 x 1/2 2.875 x 0.840 1/16 1/1 300 2/4 41/4 21/4 21/4 0.9 65x12 73.0x21.3 30 33 20.7 70 708 57.2 57 0.4 21/2 x 3/4 2.875x1.050 1A6 1/t6 300 2/4 41/4 21/4 2/4 0.9 65x 19 i 73.0x26.7 30 33 20.7 70 708 57.2 57 0.4 2½ x 1 2.875 x 1.315 1 1/16 1/to 300 2/8 41/4 21/4 21/4 11 65x25 73.0x33.7 1 30 33 20.7 1 73 108 1 57.2 56 0.5 BSP equivalent is available as a MT-90. NOTE: Tighten nuts alternatively to a recommended torque of 18 -22 ft-lbs 125 - 30 N-m) on pipe wall less than schedule 10 or 23 -27 ft-16s 131 -37 N-m) on pipe walls schedule 10 and above. PAGE 2 OF 2 SPF Couplings, Fittings, Flanges, Clamps For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-0034 go to www.anvilstar.com or contact your local AnvilStar representative STYLES 920 AND 920N STYLE 920 CROSS PATENTED - - Mechanical-I® Bolted Branch Outlets ® ° ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic MechanicalT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM 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. 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. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°Ff+60°C. *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. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV K JtauIic0 11.02 1 CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style Size I! o Max.Work Pressure@ Dimensions Approx. Weigh I Each 2 ½ (a) a 920N 500 1.50 2.00 253 1.61 5.35 2.75 3.1 I 50 15 - 3450 38.1 51 64 41 136 70 - 1.5 IK () a 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 - 41 136 70 1.5 - 1(a) a 920N 500 1.50 1.85 2.53 161 5.35 2.75 3.0 25 3450 38.1 47 64 - 41 136 70 1.4 - 1 ¼ (a) to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5- 1 '/2 (a) to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 13 1.5 2112 x 112 (a( §u 920½ 500 1.50 2.21 2.74 91.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 1 - 46 143 70 1.4 - 114 (a) §a 920N 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 - 46 143 70 1.4 - 1(a) (a 920N 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 - 46 143 70 1.4 1¼ t (a( a 2 N 500 1,75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1½ 5 (a( a 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 ½ (a) 76.1 )< 920½ 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 15 2065 38.1 56 70 - 57 164 81 1.8 - 3/4 (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 - 57 164 81 1.8 - 1(a) 920N 300 1.50 2.07 2.75 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 57 164 81 1.7 - 1¼ (a) a 920N 500 1.75 2.30 3.00 3.31 1,92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 112 (a) a 920½ 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 3 1/2 (a) a 920N 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 80 15 3450 38.1 64 78 - 58 156 70 1.6 - 1/4 (a) a 920N 500 1.50 2.49 3.05 2.28 6,15 2.75 3.4 20 3450 38.1 63 78 - 58 156 70 1.6 - 1(a) 920N 500 1.50 2.38 3.06 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 - 58 156 70 1.6 - 1 1/4 (a) to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8- 1 1h (a) to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) a 920½ 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3½ 2 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 90 50 920½ 3450 63.5 76 - 95 62 171 99 - 1.8 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet, Specify choice on order. t center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in china by Tianjin Approvals company. lei is' 111on11110 GROOVED OUTLET 111M®R-01681 FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2 750 x 15mm through 8 x 4/200 x 100 mm www.victaulic.com viciuic IS REGISTERED TRADEMARK OF vICTAuLIc COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 2 4tauIic0 REV K DIMENSIONS GROOVED OUTLET k S ji1i * EI J1 FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15 mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS ii.0 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N Ma x Work Approx. Size Pressure@ Dimensions Weight Each Run x Branch Hole Nominal Size ll:~'-j Diameter TABLE CONTINUED FROM PAGE 2 4 ½ (a) 12 920N 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 100 '< 15 3450 38.1 77 90 - 68 178 70 1.8 - ~ (a) 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 - 68 178 70 1.8 - 1(a) a 500 920N 1.50 2.88 3.56 2.69 701 2.75 3.6 25 3450 38,1 73 90 68 178 70 1.8 - 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 1 ¼ (a) to 920N 500 32 (b) 3450 44.5 78 96 1 102 68 178 76 1.9 1.8 1 112 (a) to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 83 102 102 ,j 68 178 83 2.0 1.9 2 (a) to 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2 (a) t 920 500 2.75 2.88 4.00 4,00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 920 500 2.75 2.88 4.00 2.69 6.4 76.1 mm 7.34 4.63 3450 69.9 73 - 102 68 186 118 - 2.9 3 (a) t 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 2.9 08.0 x 1 V4 (a)12 920N 500 T 1,75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 67 194 78 2.3 - 1 1/2 )a)D 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 .1 50.8 83 2 67 194 83 fl 920N 500 2.50 3.25 4.00 2 (a) 2.63 7.64 4.00 4.0 50 3450 63.5 83 102 - 67 194 102 1.9 761 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 1 67 194 109 3.6 3.5 3 (a) 920 500 3.50 3.31 4.50 4.50 I 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 1 114 67 194 124 3.1 3.0 5 1½ (a) t 920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 50.8 102141 121 80 246 94 2 (a) t 920 500 2.50 4.00 4.75 4.75 3.16 . 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 2112 (a) t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 6. mm 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 - 121 80 246 118 - 3.6 3(a) I' 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 - 3450 88.9 97 127 118 80 246 8.00 135 3.84.0 2 133.0 x 920N 500 2.50 3.75 4.50 3.17 3.88 8.0 50 3450 63.5 95 114 - 81 203 99 3.6 - 920 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 3450 88.9 97 127 76 240 135 3.6 - TABLE CONTINUED ON PG. 4 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services 12 LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vciutic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. \4tauljcr RFV 1< 1109 CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS IRISH I Iwo GROOVED OUTLET oil iii, Well k LOS W~-d d lq~ I N I FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style Max.Work Approx. Size No Pressure@ Dimensions Weight Each Run x Branch Hole V$# V* Female Nominal Size Djarmiter ~JT~d - LG.-, I Thd. Gry.] mm TABLE CONTINUED FROM PAGE 3 139.7 x 11/2 t 920N 500 2.00 3.78 4.50 3.30 8.23 3.25 7.0 40 3450 50.8 96 114 84 209 83 3.2 - 2 t 2 N 9 0 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 - 84 209 99 4.1 - 6 1 ¼ lal > 920N 500 1.75 4.43 513 513 3.79 9.15 3.25 5.1 4.8 150 32 (b) 3450 44.5 112 130 130 96 232 83 2.3 2.2 1 ½ lal to 2 N 9 0 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40 (b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2 lal to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 1 2.7 2.5 76.1 mm 920 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 3450 69.9 105 - 132 94 267 118 - 3.8 3 (a) t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4 lal to 9 2 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 15 1½ (a) 9.0 x 920 N 500 2.00 4.41 5.13 63 9.40 3.25 7.8 40 3450 50.8 112 130 239 83 3.5 2 (a) 920N 500 2.50 4.38 5.13 9.40 3.88 8.0 3450 63.5 111 130 3 r3.63 239 99 3.6 - 76.1mm 920 500 3450 2.75 69.9 4.38 111 5.50 140 130 5.13 9.40 239 4.63 118 9.5 4.3 I 9.5 4.3 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 920 3450 88.9 110 140 130 92 239 135 3.7 6.4 1 08.0mm 920 500 4.50 4.45 5.38 3.63 9.40 6.12 I 10.0 3450 114.3 113 ' 137 92 239 155 - J4.5 920 500 4.50 3.81 5.75 4 3.63 9.40 6.25 18.0 100 3450 114.3 96.80 146 92 239 159 8.2 - TABLE CONTINUED ON PG. 5 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). 'I' Available with grooved or female threaded outlet, Specify choice on order. I Center of run to end of fitting. 4 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vlcTAuuc IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. \4taulici 11.02 4 REV K CARBON STEEL PIPE - HOLE CUT PRODUCTS I Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS GROOVED OUTLET 1, "-111, 1p FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15 mm through 8 x 4/200 x 100 mm Style Max. Work Approx. Size No. Pressure@ Dimensions Weight Each Run x Branch j TABLE CONTINUED FROM PAGE 4 1651 1 25 920N 500 3450 1.50 38.1 3.88 99 4.56 116 - 3.79 96 9.34 237 1 2.75 70 8.0 3.6 - 1% 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 - 96 237 83 3.8 - 1 1/2 (a) to 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2(a) ' 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 761 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a) I' o 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 4(a) to920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2 (a) t 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 2112 (a) 't 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 1 5.3 5.3 761 mm a 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 - 159 122 316 116 - 5.3 3(a) to 920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 4(a) to 920 500 4.50 4.81 6.75 6.38 i 4.81 12.42 6.25 15.3 12.5 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet, Specify choice on order, t center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.' (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2010 VICTAULIC COMPANY ALL RIGHTS RESERVED. X0 li _U1 i lc~ Rn! K 11.02 5 CARBON STEEL PIPE - HOLE CUT PRODUCTS .1. .1. .0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicalT® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. © C, and Ky Values Values for flow of water at +60°F/i-16°C are shown in the table below. Formulas for C. 111. Values: AP = Where: - AP = Q2 Where: Q = Flow (GPM) AP = Pressure Drop (psi) AP = Pressure Drop (bar) - K Q = Flow (m3/h) Q = C x C = Flow Coefficient Q = K x /A P K = Flow Coefficient Exaggerated for clarity Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe U S *I1P Values 2 0.840 Cv/Kv 15 21.3 - 9.4 '/4 1.050 16 20 26.7 - - 13.7 1 1.315 21 25 33.7 - 8 - 1 55 1 1.660 50 48 32 42.7 5 /z 6 42.9 41.1 1 ½ 1.900 11 11 53 53 40 98.3 -45.4 --45.4 2 2.375 112 104 50 60.3 9 10/1 96 89/ 21/2 2.875 119 150 65 73.0 20 12/1 102 128.5 3.000 76.1 mm 16 - 161 - 76.1 138.1 3 3.500 249 237 80 88.9 14 15 /2 213.4 203.1 4 4.500 421 401 100 114.3 20 22 360.8 343.6 Hazen-Williams coefficient of friction is 120. "Pipe with a wall thickness of 0,165in14.2mm. www.victaulic.com - - VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. ictaul.c 11.02 6 REV K CARBON STEEL PIPE - HOLE CUT PRODUCTS .1. 1. .0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS 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. NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DE refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 81100 - 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6/150mm and 8'7200 mm diameter pipe. The Style 931 comes with a 21/2'/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com - VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. •ctaul.c RFV K 11.02 7 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N INSTALLATION Reference should always be made to the -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. 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. For complete contact information, visit www.victaulic.com 11.02 1480 REV K UPDATED 4/2010 A—c—tauIic viciuic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. 11.02 K December 20, 2010 Sprinkler 51a The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addi- tion, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in Approval Chart 1. (Note: FM Global has no approval classification for Teflon® and Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV A 1 , ., j' FM Approved: Glasses 2002 and 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984B-PDA VdS Approved: Certificates G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e103, TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and 0786-CPD-401 71 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1 003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on pages 51c-d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 51e for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for Viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi The Viking Corporation's Web site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http:llwww.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 F (-55 °C) Overall Length: Refer to the Approval Charts *CULUS Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06661 B, 06766B, 07060, and 12281. Brass UNS-C84400 for all other sprinklers. Deflector: Brass UNS-C23000 or Copper UNS-Cl9500 for Sprinklers 06661B and 12281. Copper UNS-Cl9500 for Sprinklers 06665B, 06764B, 07060, and 14817. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Form No. F_080488 Replaces page 51a-e, dated January 22, 2010. (Added FM Approval to sprinkler 0676413) Sprinkler 51b December 20, 2010 MICROFAST® AND MicrofastHP® QUICK I i:i Is41G; RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated SDrinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/°C): 135"I57° = A, 155°/68" = B, 175"/79° = D, 2000/930 = E, and 286"/141" = G For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 "F168 °C temperature rating = Part No. 06661 BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. I TABLE AVAILABLE SPRI NKLER TEMPERATURE t Ordinary 135 "F (57 "C) 100 "F (38 °C) Orange Ordinary 155 "F (68 "C) 100 °F (38 °C) Red Intermediate 175 "F (79 °C) 150 "F (65 "C) Yellow Intermediate 200 "F (93 "C) 150 "F (65 "C) Green High 286 "F (141 "C) 225 "F (107 "C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51c-e. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. December 20, 2010 Sprinkler 51c MICROFAST® AND MicrofastHP® QUICK "sJ 11(41 Itiitt1G; RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Base Part Listings SIN Thread Size Nominal K-Factor Overall Length (Refer to Design Crtria on page 51d.) Number NPT BSP U.S. metric2 Inches mm cULus4 NYC' I VdS I LPCB I CE I Upright -Standard Orifice 06661B VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A2 -- -- -- -- 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 -- -- A3 A3 BY B313 Conventional-Standard Orifice 06766B VK310 1/2" 15 mm 5.6 80.6 I 2-3/16 1 56 A3 A3 -- A3 BY B313 Upright-Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 A2 A3 A3 BY -- 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2 A2 A3 A3 B311 -- 06764B VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 A2 A2 A3 -- -- -- Conventional-Large Orifice __________ 06768B VK354 3/4" 20 mm [ 8.0 115.2 1 2-5/16 1 59 A2 A3 -- A3 BY -- Upright-Small_Orific&° __________ 067171310 VK325 1/2" 15mm 2.8 40.3 2-3/16 56 A2 A2 -- -- -- -- 067191310 VK327 1/2" 15mm 4.2 57 2-3/16 56 A2 A2 -- -- -- -- 06931 B111 VK327 -- 10mm 4.2 57 2-3/16 56 -- -- A3 -- +C 112 -- Maximum 250 PSI (17 bar) WWP Upright-Standard Orifice Base Part SIN Thread Size Nominal K-Factor Listin s and Approvals 3 Overall Length (Refer also to Design Criteria page51d.) _on Number1 NPT U.S. Inches cULus4 VdS LPCB CE 12281 VK315 1/2" _BSP 15 mm 5.6 _metric2 _80.6 2-3/16 _mm _56 A2 _NYC8 _A2 -- -- -- _ -- Uprigrit-SmallOrifice9 1228610 _VK340 I_1/2"I_15mm _2.8 I_40.3 1 2-3/16 56 I_A2 I_A2 I_--_I_--_--_I_-- Approved Temperature Ratings Approved Finishes A- 135°F (57 °C), 155 °F (68 °C), 175°F (79 °C) 200°F (93 °C) and - Brass and Chrome-EnIoy 286 -F (141 / 2-Brass, Chrome-Enloy, White Polyester5'6, Black Polyester56, B - 155 °F (68 °C), 175 °F (79 °C) 200 °F (93 °C) and 286°F (141°C) and Black Tfl n 5 C - 155 °F (68 °C) 3 - Brass, Chrome-Enloy, White Polyester' '6, and Black Polyester-1,6 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 8Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. "The sprinkler orifice is bushed. 11 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 12 (( Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. 13 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1 003 and 0832-MED-1 008. Sprinkler 51d December 20, 2010 MICROFAST® AND MicrofastHP® QUICK N41KJW:G*i RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com cULus Listing Requirements: Microfast and MicrofastHF10 Quick Response Upright and conventional Sprinklers are cULus Listed as indicated in Approval chart i for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Protective Wrench Sprinkler Flat Ca p 10896 (D Figure 1: Standard Sprinkler Wrench 10896W/B December 20, 2010 Sprinkler 51e MICROFAST® AND MicrofastHP® QUICK 41KJNG* RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Base Part Thread Size Nominal K-Factor Overall Length FM Approvals' IN Number' NPT BSP U.S. I metric2 Inches mm (Refer also to Design Criteria below.) Standard Orifice 06661B VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 A2 Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2 06764B VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 A2 Small 4 _Orifice 06717B6 VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 Al Approved Finishes Approved Temperature Ratings 1 - Brass and Chrome-Enloy' A- 135 °F (57 °C), 155 °F (68 °C), 175°F (79 °C), 200 °F (93 °C), and 286°F (141°C) 2 - Brass, Chrome-Enloy, White Polyester', and Black Polyester' Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response Non-Storage pendent sprinklers. For specific application and installation requirements, reference the latest appli- cable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Approvals as the standard colors. 6 The sprinkler orifice is bushed. tFM FM AoDroval Requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non-Storage upright sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance-with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. THIS PAGE INTENTIONALLY LEFT BLANK Form No. F_080488 Replaces page 51a-e, dated January 22, 2010. (Added FM Approval to sprinkler 06764B) December 20, 2010 Sprinkler 41 a MICROFASP AND MicrofastHP® QUICK NlKjw7G4j RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2001, 2002, 2015, and 2017 NYL. Approved: Calendar Number 21-76-A and ME/k --E, volume io ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40130, and 0786-CPD-40 170 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41 d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41f for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 °C) Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06662B and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 for Sprinklers 06662B, 06666B, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Phosphor Bronze UNS-051000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Form No. F_081296 Replaces page 41a-f, dated November 16, 2010. (Added FM Approval for sprinkler 06765B.) Sprinkler 41 b December 20, 2010 MICROFAST® AND MicrofastHP® QUICK %J 11(1 I1G RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers- Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/°C): 135°I57° = A, 155°/68° = B, 175°I79° = D, 2000/93° = E, and 286°I141° = G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 ¶168 "C temperature rating = Part No. 06662BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for Coated and/or Recessed Sprinklers: Part No. 12144W/B* (available since 2003) Optional Protective Sprinkler Cap Remover/Escutcheon Installer lool** Part No. 15915 (available since 2010.) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W/B. *A 1/2' ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter cvc tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flats MIN Protective Sprinkler Cap 10896 Q Figure 1: Standard Sprinkler Wrench 10896W/B December 20, 2010 Sprinkler 41 c MICROFAST® AND MicrofastHP® QUICK NIKJW*i RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 F (57 C) 100 F (38 C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 00) 150 °F (65 °C) Yellow Intermediate 200 °F (93 00) 150 °F (65 00) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy'®, White Polyester, Black Polyester, and Black Teflon@ Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black Teflon Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. U i1 H Sprinkler Wrench I ,. 12144'ol/B*® for U. installing coated and/or recessed endent sprinklers H : Carefully slide the th protective cops. fl'[------- wrench sideways around the protective cap, ensuring engage- went with the sprinkler EA 1/2 ratchet is required wrench fats. not available from Viking). Sprinkler 41d December 20, 2010 MICROFAST® AND MicrofastHP® QUICK iI IF(II1G RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com I I inal10rverall Listings and Approvals3 Sprinkler Thread Size 7K-Factor Base SIN (Refer also to Design Criteria on page 41e.) Part No.1 NPT BSP metric2 Lus4 NYC 5 VdS LPCB CE 0 Standard Orifice 06662B VK302 1/2" 115 mm 1 5.6 80.6 1 2-1/4" 1 58 1 AiX, 131Y AiX, 131Y A3 A3X, 133Y C3X, E3Y11 C3X, E3Y13 Large Orifice 06666B VK352 3/4" 20 mm 80 115.2 2-3/8" 60 AiX, 131Y Aix, 131Y A3 A3X C311 -- 06765B VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 AiX, B1Y Aix, 131Y A3 -- -- -- Small Orifice' 06718139 VK329 1/2" 15 mm 28 40.3 2-3/16" 56 AiX, 131Y AiX, BiY -- -- -- -- 06720139 VK331 1/2" 15 mm 4.2 57 2-1/4" 58 AiX, 131Y AiX, BiY -- -- -- -- 06932B VK331 -- 10 mm 4.2 57 2-3/8" 60 -- -- A3 -- G212 -- Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals3 Base SIN K-Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S metric2 Inches mm cULus4 NYC1° VdS LPCB CE 0 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 AiX, 131Y AiX -- -- -- -- Maximum 250 PSI (17 bar) WWP Small Orifice" 1229010 VK342 I 1/2" 115 mm I 2.8 I 40.3 1 2-3/16" I 56 1 AiX, 131Y I AiX -- -- -- -- Approved Temperature Ratings A - 135 "F (57 °C), 155 °F (68 "C), 175 °F (79 °C), 200 "F (93 "C), Approved Escutcheons and 286 "F (141 "C) Approved Finishes X - Standard surface-mounted escutcheon or B - 135°F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 "F 1 - Brass, Chrome-Enloy®, White the Viking Microfast® Model F-i Adjustable (93 C) C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F Polyester6'7 Black Polyester6'7 ' Escutcheon (141 °C) and Black Teflon Y - Standard surface-mounted escutcheon or D - 135 "F (57 "C), 155 °F (68 °C), 175 "F (79 "C), and 286 °F 2 - Brass and Chrome-Enloy® the Viking Microfast® Model F-i Adjustable (141 "C) 3 - Brass, Chrome-Enloy®, White Escutcheon or recessed with the Viking E - 155 "F (68 °C), 175 °F (79 °C), and 200 °F (93 "C) Polyester', and Black Polyester Micromatic® Model E-i or E-2 Recessed F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 "C) Escutcheon G - 155°F (68 °C) Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 6 cULus Listed as corrosion resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. 6 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. The sprinkler orifice is bushed. 10Apçepted for use, City of New York Department of Buildings, EA Number 89-92-F, Vol. 16. 11 tCertified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 12 ((Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-401 30 and 0786-CPD-401 70. 11 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. December 20, 2010 Sprinkler 41e MICROFAST® AND MicrofastHP® QUICK 'P4J 11(1 F1G RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com cULus Listing Requirements: Microfase and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Ceiling Opening Size: 2-5/16" (58.7 mm) minimum I 2-1/8" 2-1/2" (63,5 mm) maximum (54 ) 1/2' NPT _ (15 mm) 1-5/8" (58 rim) (41 mm) Pendent Sprinkler 06662B (VK302) 1-3/4" (44,5 mm) Installed with a standard 1/8" surface- mounted escutcheon. (I?1) 2" UI I 1/1-1/2" (38,1 mm) (50,8 mm) \j ,,. / Minimum Maximum Installed with a Micro-Fast Model F-i Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon 2-1/8" 1 Ceiling Opening Size: 2-1/8" I.... (54 ) 2-5/16" (58,7 mm) minimum I (54 mm) I 2-1/2" (635 mm) maximum 1-1/8" (28,6 mm) Minimum Installed with a Micromatic Model E-1 Recessed Escutcheon \ft. ii 1-1/8" (28,6 mm) (50,8 mm) \(jJ Minimum Maximum Installed with a thread on Model E-2 Recessed Escutcheon 1-3/4" (44,5 mm) Maximum Figure 4: Sprinkler VK302 Dimensions with the Model E-I and E-2 Recessed Escutcheons Sprinkler 41f December 20, 2010 MICROFAST® AND MicrofastHP® QUICK 'Sj II(lIIG RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3 Base Part No.' SIN NPT BSP U.S. metric' Inches mm 1 (Refer also to Design Criteria below.) Standard Orifice 06662B VK302 1/2" 15 mm 5.6 80.6 1 2-1/4" 58 A2X, B2Y Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 AiX, 131Y 06765B VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 AiX, 131Y Small Orifice 06718B6 VK329 1/2" 115 mm 2.8 40.3 2-3/16" 56 AiX Approved Escutcheons Approved Temperature Ratings Approved Finishes X - Standard surface-mounted escutcheon or the Viking A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 1 - Brass and Chrome-EnloyO Microfast® Model F-i Adjustable Escutcheon 200 °F (93 °C), and 286 °F (141 °C) . 2-Brass,Chrome-Enloy®,WhitePolyester5, Y - Standard surface-mounted escutcheon or the °C), °C), B -135°F (57 155°F (68 175°F (79°c), )flr ° .'o. and Black Polyester Viking Microfast® Model F-i Adjustable Escutcheon a / . . or recessed with the Viking Micromatic® Model E-i or E-2 Recessed Escutcheon Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response control mode standard spray Non-storage sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. T—MG RliRl At- -FM FM Aooroval Requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non-storage standard spray pendent sprinklers as indicated in the FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendeñt sprinklers. Refer to technical data page 131a-e for Intermediate Level In-Rack Sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_081296 Replaces page 41a-f, dated November 16, 2010. (Added FM Approval for sprinkler 0676513.) March 19, 2010 Sprinkler 43a MICROFAST® AND MICRO- FASTHP® QUICK RESPONSE NIKJWG*i HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Horizontal Sidewall Sprinklers are small thermosensitive glass bulb spray sprinklers available with various finishes and temperature ratings to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: MEA 89-92-F, Volume 16 Refer to Approval Chart 1 and Design Criteria on page 43d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 43f for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 2003. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinkler VK319 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pressure (HP) sprin- klers can be identified by locating "250" stamped on the deflector. Sprinkler VK305 is rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Nominal K-Factor: 5.6 U.S. (80.6 metric*) Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. *Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-11/16" (68 mm) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment (for Sprinkler VK319): Brass UNS-C36000 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/°C): 135°/68° = A, 155°/68° = B, 175°/79° = D, 200°/93° = F, and 286°/141° = G For example, sprinkler VK305 with a Brass finish and a 155 °F168 °C temperature rating = Part No. 12121AB Form No. F_030103 Replaces page 43a-f, dated February 13, 2009. (Updated FM Approvals, split the Approval Charts to separate cULus Listings from FM Approvals. Revised pip cap for Sprinkler VK305.) Sprinkler 43b March 19, 2010 MICROFAST® AND MICRO- FASTHP® QUICK RESPONSE 'r'I I F:I Iiriitr1G; HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/13 (available since 2000). Wrench for recessed sprinklers with protective shields: Part No. 13655W/B (available since 2003) ""A %" ratchet is required (not available from Viking). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Quick Response Horizontal Sidewall Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Wrench rla-t Shield Sprnke Figure 1: Standard Sprinkler Wrench 10896W/B March 19, 2010 Sprinkler 43c MICROFAST® AND MICRO- FASTHP® QUICK RESPONSE NIKJNG* HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 F(57 C) 100 F(38 C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black Teflon® Footnotes I The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and TefionO coatings. prink1er Wrench Part No, 13655V/BiE or Recessed Horizontal Sidewat Sprinklers Fit the wrench over the sprinkler and protective shield as shown. - ----------- I I II I \It lil It I / ----------- _U *Note: A 1/2" ratchet is required (not avaRoJole from Viking). Figure 2: Wrench 13655W/B for Recessed Horizontal Sidewall Sprinklers Sprinkler 43d March 19, 2010 MICROFAST® AND MICRO- FASTHP® QUICK RESPONSE I K.I F"IG HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com --tall 11 I Listings and Approvals3 Base Part Maximum I Thread Size l'l K-Factor Overal Nomina l Length SIN (Refer also to Design Criteria below.) Number' Pressure NPT BSP U.S. metric2 Inches mm cULus4 NYC5 LPCB I CE Maximum 175 PSI (12 Bar) WWP For Light or Ordinary Hazard Occupancies. Deflector must be located 4" to 12" (102 mm to 305 mm) below the ceiling. 12121 VK305 175 psi 1/2" 1 15 mm 1 5.6 80.6 1 2-11/16 1 68 1 A1Y, B1X A1Y -- -- Maximum 175 PSI WWP For Light Hazard Occupancies Only. Deflector must be located 4" to 6" (102 mm to 152 mm) below the ceiling. cULus I I NYC I B LPC I I I 12121 VK305 175 psi 1/2" 15 mm 5.6 80.6 2-11/16 I 68 I A1Y, B1X 1SeeFootnote6.1 -- -- I I -- Maximum 250 PSI WWP For Light or Ordinary Hazard Occupancies. Deflector must be located 4" to 12" (102 mm to 305 mm) below the ceiling. cULus4 I NYC' I LPCB I I CE I I 12285 VK319 250 psi 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y,B1X I A1Y -- I -- I I -- Approved Escutcheons Approved Temperature Ratings Approved Finishes X - Installed with standard surface-mounted escutcheons or A 135°F (57 °C), 155 °F(68 °C), 175 °F(79 °C), 200 1 - Brass, Chrome-Enloy®, White the Viking Microfast® Model F-i Adjustable Escutcheon8, or °F (93 °C), and 286 °F (141 °C) Polyester 7, Black Polyester', recessed with the Viking Micromatic® Model E-1, E-2 or G-i B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and Black Teflon®7 Recessed Escutcheon and 200 °F (93 °C) Y - Installed with standard surface-mounted escutcheons or the Viking Microfast® Model F-i Adjustable Escutcheon8 Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 Accepted for use, City of New York Department of Buildings, MEA89-92-E, Vol. 16. 6 Meets New York City requirements, effective July 1, 2008. 7cULus Listed as corrosion-resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. cULus Listing Requirements: Quick Response Horizontal Sprinklers VK305 and VK319 are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies. Locate the deflector 4" to 12 (102 mm to 305 mm) below the ceiling. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Minimum spacing allowed is 6 ft. (1.8 m). Align the top of the deflector parallel with the ceiling. Locate no less than 4" (102 mm) from end walls. Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. March 19, 2010 Sprinkler 43e MICROFAST® AND MICRO- FASTHP® QUICK RESPONSE 'tj I II t''4t1E; HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Wall Opening Size: 2-5/16" (58.7 rim) minimum 2-1/2" (63.5 mm) maximum 2-11/16" (68.3 mm) U3mm) (15 mm) NPT HS\/ Sprinkler 12121 (VK305) rAri 2-1/16" 09 I k (52.4 mm) Minimum (4) 2-5/8" (66.7 mm) Maximum Ins-tailed with a Microfast Model F-i Adjustable Escutcheon Installed with a standard 1/8" (3.1 rim) surface-mounted escutcheon Figure 3: Sidewall Sprinkler VK305 Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon \'loll Opening Size: 2-5/16" (58.7 mm) minimum 2-1/2" (63.5 mm) maximum -3/4' k (41.3 mm) Minimum (44.5 mm) Minimum (54 mm) I -1/4" 2-5/8" LJ (57,2 mm) (67 mm) Maximum Maximum Installed with a Micronatic Installed with a Model E-2 Model E-1 Recessed Escutcheon Thread-on Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-I and E-2 Recessed Escutcheons Sprinkler 43f March 19, 2010 MICROFAST® AND MICRO- FASTHP® QUICK RESPONSE NIKJWG4j HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Paspt.... Maximum Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' Pressure NPT BSP U.S. metric2 Inches mm (Refer also to Design Criteria below.) 12121 VK305 175 psi 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X Approved Temperature Ratings Approved Escutcheons X - Installed with standard surface-mounted escutcheons or the Viking A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), Approved Finish Microfast Model F-i Adjustable Escutcheon, or recessed with the 200 OF (93 °c), and 286°F (141 °c) 1 - Brass Viking Micromatic® Model E-1, E-2 or G-i Recessed Escutcheon B - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 °C), Y - Installed with standard surface-mounted escutcheons or the Viking and 200 OF (93 °C) Microfast Model F-i Adjustable Escutcheon Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing. Other approvals may be in process. _ FM Aoøroval Requirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Adjustable Adapter Ring \JoJ1 Opening Size with the Model 13-1 Escutcheon: 2-5/8" (66 mm) minimum 3-3/4° (95 mm) maximum 1/8" 1 h Adjustable (3.2 mm) Outer Cup F 4" MM (66 ) 2-5/8" (102 mm) L 1-1/ 16 (27 mm) Depth: 1-1/16" (27 mm) Mximun Recess 1/2" (12.7 mm) Figure 5: Sidewall Sprinkler VK305 Dimensions with the Model G-1 Recessed Escutcheons Form No. F_030103 Replaces page 43a-f, dated February 13, 2009. (Updated FM Approvals, split the Approval Charts to separate cULus Listings from FM Approvals. Revised pip cap for Sprinkler VK305.) January 1, 2011 Sprinkler 54p The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com 1. DESCRIPTION Viking Mirage® Quick Response Concealed MRI Sprinklers are intended for use inside an MRI environment, such as the MR system room. They are not intended to be used within the bore of the MR scanner itself. This sprinkler is made from non-magnetic materials that are acceptable for use in a high magnetic field environment like those associated with a magnetic resonance system. This sprinkler has been independently tested for use with a 3-Tesla MR system in accordance with ASTM F2503-05 criteria. The results of this test demonstrate that this product is acceptable for use in an environment with a static magnetic field of 3-Tesla or less and the highest spatial gradient magnetic field of 720-Gauss/cm or less. The sprinkler is pre-assembled with a threaded adapter for installation with a low-profile cover assembly that provides up to %" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push-on", "thread-off' design of the concealed cover plate assembly allows easy in- stallation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. LISTINGS AND APPROVALS cULus Listed: Category VNIV Refer to the Approval Chart on page 54r and Design Criteria on page 54s for cULus Listing requirements that must be followed. TECHNICAL DATA Specifications: Available since 2008. Minimum Operating Pressure: 7 psi (0.5 bar) Viking Technical Data may be found on Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically The Viking Corporation's Web site at to 500 psi (34.5 bar). http://www.vikinggroupinc.com. Testing: U.S.A. Patent No. 4,831,870 The Web site may include a more recent Thread size: 1/2" (15 mm) or 3/4" (20 mm) NPT edition of this Technical Data Page. Nominal K-Factor: 5.6 U.S. (80.6 metric") or 8.0 U.S. (115.2 metric") *Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65°F (-55°C) Patents Pending Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-051000 Deflector Pins: Stainless Steel Alloy (non-magnetic) Bulb: Glass, nominal 3 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 (non-magnetic) Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Yoke: Phosphor Bronze UNS-051000 Cover Adapter: Brass UNS-C26800 Cover Assembly Materials: Cover: Copper UNS-C 11000 Base: Brass UNS-C26800 or UNS-C26000 Springs: Nickel Alloy Solder: Eutectic Form No. F_062908 Replaces page 54p-t, dated September 17, 2010. (Revised finish suffixes for white, black, and ivory painted cover finishes.) Sprinkler 54q January 1, 2011 N1KJNGGj* MIRAGE® QUICK RESPONSE CONCEALED PENDENT MRI SPRINKLERS (K5.6 & 8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Viking Mirage® Quick Response Concealed Pendent MRI Sprinklers and Cover Plate Assemblies must be ordered separately: Sprinkler: Base Part No. 15480A or 15481A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix (°F/°C): 155°/68° = B, 175°/79° = D, 2000/930 = E For example, MRI Sprinkler VK462 with a 155°F/68°C temperature rating = 15480AB. Note: When ordering this sprinkler using the SIN, add suffix -MRI. For example, sprinkler VK462 for MRI applications = VK462-MRI. Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter) or Base Part No. 13642 (3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Painted White = M-/W, Painted Ivory = M-/l, Painted Black = M-/B Temperature Suffix (°F/"C): 135°I57° =A, 165°/74° = C For example, cover 13504 with a Polished Chrome finish and a 165°F/74°C temperature rating = 13504FC. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches**: Heavy Duty Wrench Part No. 14047W/B (available since 2006), or Head Cabinet Wrench Part No. 14031*** (available since 2006) Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) **Requires a 1/2" ratchet (not available from Viking). ***Optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinklers VK462 and VK464 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. January 1, 2011 Sprinkler 54r NIKJWG4j MIRAGE® QUICK RESPONSE l:II[.u.LIv CONCEALED PENDENT MRI SPRINKLERS (K5.6 & 8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com I I Sprinkler NPT Thread Nominal Listings and Approvals' Base Part SIN Size K-Factor Maximum Water (Refer also to Design Criteria on page 54s.) Number' Working Pressure Inch mm U.S. metric' cULus4 FM NYC 15480A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AWl, BX1 -- See Footnote 5. 15481A VK464 3/4" 20 8.0 115.2 1 175 psi (12 bar) AWl, BX1 -- See Footnote 5. Cover Plate Assembly Finishes7 Sprinkler Temperature Ratings Cover Plate Assembly Temperature Ratings6 1 - Polished Chrome, Brushed Chrome, Bright A - 155°F (68°C) W - 135°F (57°C) cover 135041 or 13642 (large diameter) Brass, Antique Brass, Brushed Brass, Brushed B - 175°F (79°C) and 200°F (93°C) X - 165°F (74°C) cover 135041 or 136421 (large diameter) Copper, Painted White, Painted Ivory, or Painted Black Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. Meets New York City requirements, effective July 1, 2008. 6The 135°F cover has an orange label. The 165°F cover has a white label. Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. LE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 155°F (68°C) 100°F (38°C) 135°F (57°C) Red Intermediate 175°F (79°C) 150°F (65°C) 165°F (74°C) Yellow Intermediate 200°F (93°C) 150°F (65°C) 165°F (74°C) Green Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Footnotes 1 The sprinkler temperature rating is stamped on the sprinkler deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Sprinkler 54s January 1, 2011 N41KJ MIRAGE® QUICK RESPONSE CONCEALED PENDENT MRI SPRINKLERS (K5.6 & 8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com cULus Listing Requirements: Mirage® Concealed Pendent MRI Sprinklers were subjected to magnetic field interaction testing and determined to be MRI conditional according to the terminology specified in ASTM International, Designation F2503-05. These sprinklers are intended for use in a high magnetic field environment according to the following conditions: 1 Static magnetic field of 3-Tesla or less 2. Highest spatial gradient magnetic field of 720-Gauss/cm or less Sprinklers VK462 and VK464 are cULus Listed for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. For hazard occupancies up to and including Ordinary Hazard, Group II. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. Minimum distance from walls is 4 in. (102 mm). Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Identification of Custom Paint Color All custom color painted cover plates will have an identifying labeL affixed to the inside of the cover that indicates custom color and will have a representative sample (a paint dot) of the paint on the Laloe(. Figure 1: Identification of Custom Paint Color for Concealed Covers 2-1/4" (57,2 mm) diameter opening is required in The ceiling. bly ap Dr se Ew) Sprinkler Wrench (Part No. W47W/Bw is shown) Sprinkler Wrench Flat NEVER install the sprinkler by applying the installation wrench across the frame arms, DU NOT overtighten. Use only the designated sprinkler wrench, Viking Part Number 14047'.//B or 14031. Sprinkler Frame Arms 4 2-3/16" (56 mm) I 4 2-1/8" (54 mm) Minimum Figure 2: Sprinkler Installation and Correct Use of Wrenches (Sprinkler VK462 Shown) 1/2" (15 mm) (VK462) or 3/4" (20 mm) NPT (for VK464) 1-3/4" (70 mm) ci 3-5/16" (84,1 mm) January 1, 2011 Sprinkler 54t MIRAGE® QUICK RESPONSE N 11(1 F1G lII[.LiU.7..Th CONCEALED PENDENT MRI SPRINKLERS (K5.6 & 8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com EA 1/2" ratchet S required (not liable from Viking), Step 1 Carefully slide the wrench sideways around the deflector and pins. Step 2 Carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats. DU NOT apply more than 25 ft. Ilos, of torquie. A leak tight seal should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. Note Upon sprinkler activation, the deflector descends to approximately 13/16" (20,6 mm) below the sprinkler body. Figure 3: Sprinkler Dimensions and Cover Installation (Sprinkler VK462 Shown) THIS PAGE INTENTIONALLY LEFT BLANK Form No. F_062908 Replaces page 54p-t, dated September 17, 2010. (Revised finish suffixes for white, black, and ivory painted cover finishes.) 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.1 Kwik Bolt TZ Product Description A ' A ') V.J.V.L. IvuaLci flJ J)JOVI ,,._.atlur a 4.3.4.3 Technical Data 4.3.4.4 Installation Instructions 4.3.4.5 Ordering Information 4.3.4.6 Sample Calculations Impact Section (Dog Point) Nut Washer Red Settin Mark Anchi Threa Anchc Bod StainlE Stee Expans Sleev (Wedg' Expansion Cone Lishnus/ADorovals ICC-ES (international Code Council) ESR-1917 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8' - 3/4") UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8 - 3/4') Building Code Compliance IBC® 2006 IRC 2006 UBCv 1997 The Kwik Bolt TZ (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel with zinc electroplated coating and 304 stainless steel versions. The anchor diameters range from 3/8 to 3/4 inch In a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be Kwik Bolt TZ (KB-TZ) supplied by Hilti meeting the description In Federal Specification A-A 1923A, Type 4. The anchor bears a length identification mark embossed Into the impact section (dog point) of the anchor surrounded by four embossed notches Identifying the anchor as a Hilti Kwik Bolt TZ in the installed condition. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to AlSl 316. Stainless steel anchor body, nut and washer conform to AlSI 304. Stainless steel expansion sleeve conforms to AISI 316. Product Features Product and length identification marks facilitate quality control after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. 316 Stainless Steel wedges pro- vide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACI 318-05 Section Dl. Installation Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit. Drive the anchor Into the hole using a hammer. A minimum of four threads must be below the fastening surface prior to applying Installation torque. Tighten the nut to the recommended installation torque. Supplemental Design Provisions for ACI 318-05 Appendix D Design strengths are determined in accordance with ACI 318-05 Appendix D and ICC Evaluation Service ESR-1917 Hilti Kwik Bolt TZ Carbon and Stainless Steel Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, and 3 of this document. Supplemental provisions required for the design of the KB-TZ are enumerated In Section 4.0 of ESR-1917 (DESIGN AND INSTALLATION). Note that these design parameters are supplemental to the design provisions of ACI 318-05. 316 Niiti, Inc. (US) 1-800-879-8000 1 www.us.hjftj.com I an espahoi 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hflti.ca I Product Technical Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads' Anchor Shear Tension Diameter fin.) (Ib) (lb) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5pm. Nuts conform to the requirements otASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel Stainless steel KB-TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads' Anchor Diameter (in.) Shear (lb) Tension (Ib) 3/8 5058 6519 112 8543 12364 5/8 13938 19109 3/4 22481 24729 Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion Sleeve (wedges) are made from AISI 316. All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. Hiti Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espai'ol 1-800-879-5000 I Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 317 eanch hef tnom h0 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.3 Technical Data Table 1 - Kwik Bolt TZ Specification Table SETTING Symbol Units Nominal anchor diameter (In.) _______________ 318 1/2 __________________ 5/8 3/4 INFORMATION Anchor 0.D. do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit dbjl in. 3/8 1/2 5/8 3/4 diameter Effective min. hat in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) Min. hole depth h0 in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Min. thickness of tmifl in. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 fixture' (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness of tam in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 fixture (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque Thim ft-lb 25 40 110 60 (Nm) (34) (54) (81) (149) Min. dia. of hole dh in. 7/16 9/16 11/16 13/16 in fixture (mm) (11.1) (14.3) (17.5) (20.6) Available anchor anch in. 3 I I I 5 I 3-3/414-1/21 I 5-1/21 I I 7 4-3/41 6 I 8.1/21 10 I 5-1/2 8 I I 10 I lengths (mm) (76) I (95) 1(127) (95) 1(114)1(140)1(178) (121)1(152) (216) I (254) (140) I (203) I (254) Threaded length thread in. 7/811-5/812-7/8 I i I 1-5/812-3/813.3/814-7/8 I I 1-1/212-3/4 I 5-1/416-3/4 I 1-1/2 4I I 6 I including dog point (mm) (22) I (41) I (73) (41) (60) I (86) 1(178) (38) j (70) (133) I (171) (38) I (102) I (152) Unthreaded length i unthr in. . 2-1/8 2-1/8 3-1/4 4 (mm) 1 (54) 1 (54) (83) (102) Installation hmm In. 2-1/4 2-3/8 I 3-5 I 3-5/5 I 4-1/2 I 4-3/8 I embedment (mm) (57) (60) I (92) (92) I (114) (111) (137) I ne minimum hnickness o1 the tastenea part is based on use ot the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is requed, increase the anchor embedment to suit. Figure 1 - Kwik Bolt TZ installed 318 Hiltl, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 HE (Canada) Corp. 1-800-363-4458 1 www.hiltl.ca I Product Technical Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 Table 2- Carbon Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 518 3/4 Anchor O.D. d0 in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective mm. t be in. 2 2 3-1/4 3-1/8 4 3-3/4 4.3/4 embedment' (mm) (51) (51) (83) (79) (102) (95) (121) Mm. member thickness in. 4 I 5 4 I 6 6 6 8 6 I 8 r- ____________________ (mm) (102) (127) (102) (152) (152) (127) (152) I (203) (152) I (203) (203) Critical edge distance in. 4-3/8 4 5-1/2 4-1/2 ::77-1/2 i7 8-3/4 I 6-3/4 10 I 8 i c (mm) (111) (102) (140) I (114) (165) (222) I (171) (254) I (203) (229) ca,nn in. 2-1/2 2-3/4 2-3/8 3-1/4 4-3/4 17 Min. edge distance (mm) (64) (70) (60) J?L (83) (121) J!L for sz: in. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (127) (146) (146) (156) (149) (267) (225) iT in. 2-1/2 2-3/4 2-3/8 3-17 3 Min. anchor spacing (mm) (64) (70) (60) (89) (76) (127) (102) for c a in, 3-5/131 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth in. 2-5/8 2-5/8 4 77 4-3/4 4-5/8 in concrete (mm) (67) (67) (102) (98) (121) (117) (146) Min. specified In 1b11n2 100000 84800 84800 84800 yield strength (N/mm2) (690) (585) (585) (585) Min. specified 1b1in2 125000 106000 106000 106000 ult. strength fu t/mm2) 1 (862) (731) (731) (731) Effective tensile A0, in2 0.052 0.101 0.162 0.237 stress area (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength N lb 6500 10705 17170 25120 in tension (kN) (28.9) (47.6) (76.4) (111.8) Steel strength lb 3595 6405 10555 15930 in shear (kN) (16.0) (28.5) (47.0) (70.9) Steel strength in vs,seis (kN) lb 2255 6405 10555 14245 shear, seismic (10.0) (28.5) (47.0) (63.4) Steel strength in shear, vs.dea lb 2130 3000 4945 4600 I 6040 concrete on metal deck2 I (kN) (9.5) (13.3) (22) (20.5) I (26.9) NP Pullout strength Npuncr Ito 2515 NA 5515 NA 9145 8,280 I I 10,680 uncracked concrete 3 (W) (11.2) (24.5) I (40.7) (36.8) I (47.5) Pullout strength N to 2270 NA 4,915 NA NA cracked concrete 3 ' N) (10.1) (21.9) Pullout strength concrete Npde c lb 1460 1460 2620 2000 I 4645 on metal deck4 (kN) (6.5) (6,5) (11.7) (8.9) (20.7) NP Anchor category5 Effectiveness factor k00 uncracked concrete 24 Effectiveness factor k cracked concl'ete6 17 = k,cr/kcr7 1.41 Strength reduction factor 4) for tension, steel failure modes8 0.75 Strength reduction factor 4) for shear, steel failure modes8 0.65 Strength reduction factor 4) for tension, concrete failure modes, Condition 89 0.65 Strength reduction factor 4) for shear, concrete failure modes 0.70 See Fig. 1. NP (not permitted) denotes that the condition is not supported. NA (not applicable) denotes that this value does not control for design. NP (not permitted) denotes that the condition is not supported. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. See ACI 318 D.4.4. See ACI 318 D,5.2.2. See ACI 318 D.52.6. The KB-TZ Is a ductile steel element as defined by ACI 318 D.I. For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 D.4.4 Is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary rein- forcement can be verified, the strength reduction factors associated with Condition A may be used. HUti, Inc. (US) 1-800-879-8000 1 www.us.hfltl.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hltti.ca I Product Technical Guide 2008 319 4.34 Kwik Bolt TZ Expansion Anchor Table 3- Stainless Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter ___________ INFORMATION 3/8 112 5/8 3/4 Anchor OR d0 in.0.375 0.5 0.625 - 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective mm. hef in. 2 2 3-1/4 3-1/8 4 3-3/4 I 4-3/4 embedmentl (mm) (51) (51) (83) (79) (102) (95) (121) Mm. member thickness hdn in. 415 416 618 5 618 61 8 (mm) (102) (127) (102) I (152) (152) (203) (127) (152) I (203) (152) I (203) Critical edge distance Cac in. 4-3/8 I 3-7/8 5-1/2 I 4-1/2 7-1/2 I 6 7 8-7/8 I 6 10 7 9 Tlm) (111) I (98) (140) j (114) (191) I (152) (178) (225) I (152) (254) (178) (229) in. 2-1/2 2-7/8 2-1/8 W 2-3/8 4-1/4 4 Mm. edge distance Capin (64) (73) (54) (60) (1 08) Ji.PL for s ;~: in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) (216) Scm in. 2-1/4 2-3/4 2-3/8 5 4 Min. anchor spacing ...L (57) (73)JPL (60) (127) J!f?L in. 3-1/2 2-7/8 ff5l) 4-1/2 4-1/8 4-1/4 9-1/2 7 for c ~(mm) (89) (114)(105) (108) (241) (178) Mm. hole depth in. 2-5/8 2-5/8 3-3/4 4-3/4 4-5/8 5-3/4 In concrete (mm) (67) (67)(95) (121) (117) (146) Mm. specified fy lblin2 92000 92000 92000 76125 yield strength (N/mm 2) (634) (634) (634) (525) Mm. specified fu 1b1102 115000 115000 115000 101500 ult. strength (N/mm 2) (793) (793) (793) (700) Effective tensile in2 0.052 0.101 0.162 0.237 stress area (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength N lb 5980 11615 18630 24055 in tension (kN) (26.6) (51.7) (82.9) (107.0) Steel strength VS8 (kN) lb 4870 6880 11835 20050 in shear (21.7) (30.6) (52.7) (89.2) Steel strength in tension, Nsa.seis lb NA 2,735 I I NA NA NA seismic2 (kN) (12.2) I Steel strength in shear, lb 2825 6880 11835 14615 seismic2 ' (kN) (12.6) (30.6) (52.6) (65.0) Pullout strength lb 2630 NA 5760 NA NA I 12040 uncracked concrete (W) (11.7) (25.6) (53.6) Pullout strength cracked Npncr lb 2340 3180 NA NA 5840 8110 concrete (kN) (10.4) (14,1) i (26.0) (36.1) NA Anchor category 3 1 Effectiveness factor k cr uncracked concrete 24 Effectiveness factor kcr cracked concrete4 17 I 24 17 I 17 I 17 24 I 17 = k j /kç,5 1.41 1.00 1 1.41 1.41 1.41 1.00 1 1.41 Strength reduction factor 0 for tension, steel failure modes 6 0.75 Strength reduction factor 4 for shear, steel failure modes 6 0.65 Strength reduction factor for tension, concrete failure modes, Condition B7 0.65 Strength reduction factor for shear, concrete failure modes 0.70 See Fig. 1. NA (not applicable) denotes that this value does not control for design. See ACI 318 0.4.4. See ACI 318 D.5.2.2. See ACI 318 0.5.2.6. The KB-TZ is a ductile steel element as defined by ACI 318 Dl. For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement In conformance with ACI 318 0.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 320 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espaff at 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Product Technical Guide 2008 Max. 1" Offset Typical \ Minimum \— No. 20 Gauge Steel Deck Lower Flute (Ridge) Kwik Bolt TZ Expansion Anchor 4.3.4 Figure 2— Interpolation of Minimum Edge Distance and Anchor Spacing Sdesign Cdeslgn A A 1 MWERi rt-r 7 — Cc) __1 A Sdesjgn smi,at c I I -. h~hmj r X>5 _____________ _____________ 2. ._'•J• Cdeslgn edge distance c - -, -.,. :'• -.- - :t.r Table 4— Mean Axial Stiffness Values (1000 lb/in.) for Kwlk Bolt TZ Carbon and Stainless Steel Anchors in Normal-Weight Concrete' Concrete condition carbon steel K8-TZ, all diameters stainless steel KB-TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. Figure 3— Installation in Concrete over Metal Deck Floor Mm, 5/8' Typical 1-lilti, Inc. (US) 1-800-879-8000 1 www.us.hiltLcom I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hllti,ca I Product Technical Guide 2008 321 4.3.4 Kwik Bolt TZ Expansion Anchor Allowable Stress Design Design values for use with allowable stress design (working stress design) shall be established as follows: o where Rd= 4 Rk represents the limiting design strength intension (4) N) or shear (4) V) as calculated according to ACI 318 0.4.1.1 and D.4.1.2 Table 5—.- The value of a shall be taken as follows: Reference for strength reduction factors a including seismic excluding seismic ACI 3180.4.4 1.1 1.4 ACI 318 D. 4.5 1.2 1.55 Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Uncracked Concrete, Condition B (lb)123,4 Concrete Compressive Strength2 Nominal Anchor Diameter Embedment Depth hef (in.) fc=2500psi f'=3O0Opsi f'=4000psi f lc= 6O00psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 1/2 2 1576 1576 1726 1726 1993 1993 2441 2441 3-1/4 2561 2674 2805 2930 3239 3383 3967 4143 5/8 3-1/8 3078 3078 3372 3372 3893 3893 4768 4768 4246 4457 4651 4883 5371 5638 6578 6905 r3/4 3-3/4 3844 4046 4211 4432 4863 5118 5956 6268 4-3/4 1 4959 5590 5432 6124 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 0.3.4, 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 0,4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength Nb by the strength reduction 4> factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1 917 Section 4.2. Nb Is calculated as per ACI 318-05 D.5.2.2. This load may be adjusted for other concrete strengths according to ICC ESR-1917 Section 4,1.3 by using the following equation. N N riTr- b.f'c — - Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Cracked Concrete, Condition B (Ib)1,2.3,4 Nominal Anchor Diameter Embedment Depth hot (in.) Concrete Compressive Strength2 f= 2500 psi f'= 3000 psi f'= 4000 psi f'c= 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 1/2 2 1116 1476 1223 1617 1412 1868 1729 2287 3-1/4 2282 2312 2500 2533 2886 2925 3535 3582 5/8 3-1/8 2180 2180 2388 2388 2758 2758 3377 3377 3157 2711 3458 2970 3994 3430 4891 4201 r3/4 3-3/4 2866 3765 3139 4125 3625 4763 4440 5833 4-3/4 1 4085 4085 4475 4475 5168 5168 6329 6329 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-050.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the pullout strength Nw by the strength reduction 4> factor of 0.65 and dividing by an U 011.4 according to ICC ESR-1 917 Section 4.2. See Table 2for Nw. This load may be adjusted for other concrete strengths according to ICC ESR-1 917 Section 4.1.3 by using the following equation. Nw rr T50,tc = Npn,r Vo 322 Hilt>, Inc. (US) 1-800-879-8000 1 www.us.hiltl.com I en espanol 1-800-879-5000 1 Hilt> (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (lb)1,2 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 1 5495 3/4 7396 1 9309 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable static shear loads are calculated by multiplying V by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1917 Section 4.2. See Table 2 for V. Table 9- Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal-Weight Cracked Concrete Condition B (lb)1,2,3,4 Nominal Anchor Diameter Embedment Depth het (in.) Concrete Compressive Strength2 f'= 2500 psi f'€= 3000 psi f'= 4000 psi f'= 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel - 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 1/2 2 1065 1212 1167 1328 1348 1533 1651 1878 3-1/4 2178 2207 2386 2418 2755 2792 3375 3419 5/8 3-1/8 2081 2081 2280 2280 2632 2632 3224 3224 3014 2588 3301 2835 3812 3274 4669 4010 3/4 3-3/4 2736 3594 2997 3937 3460 4546 4238 5568 4-3/4 1 3900 3900 4272 4272 4933 4933 6042 6042 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 D.4,4 is not provided, or where pullout or pryout strength governs. For oases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable seismic tension toads for 2,500 psi are calculated by multiplying the pullout strength Nw by the strength reduction 4) factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318-05 D.3.3,3, and dividing by an a of 1.1 according to ICC ESR-1 917 Section 4.2. See Table 2 for Npn. This toad may be adjusted for other concrete strengths according to ICC ESR-1 917 Section 4.1.3 by using the following equation. - Npn,cr I7- V 2500 Table 10- Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (lb)1,2 Nominal Anchor Diameter Allowable Steel Capacity, Seismic Shear Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying Vsa.wis by the strength reduction 4) factor of 0.65, then multiply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR-1917 Section 4.2. See Table 2for Hilti, Inc. (US) 1-800-879-8000 1 www.us.hifti.com I on espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 323 4.3.4 Kwik Bolt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck Slabl,2,3 Nominal Anchor Diameter Embedment Depth het (in.) Tension Seismic (lb)4 Tension non-Seismic (lb)5 Shear Seismic (lb)4 Shear non-Seismic (Ib)5 318 2 709 743 944 989 1/2 2 709 743 1330 1393 1/2 3-1/4 1272 1 1333 2192 2296 5/8 3-1/8 971 1017 2039 2136 518 4 1 2255 2362 2677 2804 1 Pullout strength values Nw deck are for anchors installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of Installation. See Table 3 ESR-191 7. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR-1917 Section 4.1.3 using the following equation: Npn,decfc = Npn deck (lb. psi) 2 Minimum anther spacing along The flute shall be the greater of 3.0 h or 1.5 times the flute width in accordance with ICC ESR-1 917 Section 4.1.3. 3 Anchors in the lower flute may be installed with a maximum 1 -Inch offset in either direction. See Figure 5 in ESR-1917. 4 Allowable seismic tension and shear loads are calculated by multiplying N deck and V,,dk by the strength reduction 0 factor of 0.65, the seismic reduction 0 factor of 0.75 according to ACI 31803.3.3, and then divided by an cx of 1.1 according to ICC ESR-1917 Section 4.2. 5 Allowable non-seismic tension and shear loads are calculated by multiplying Nw deck and Vsa,dgck by the strength reduction 0 factor of 0.65 and dividing by an a. of 1.4 according to ICC ESR-1 917 Section 4.2. Table 12— Kwik Bolt TZ Length Identification System Length lDmarking A B C D E F G H I J K L M N 0 P 0 R S T U V W on bolt head Length of From 11/2 2 21/2 3 31,4 4 41,4 5 51/2 6 61/2 7 71/2 8 81% 9 91/2 10 111 112 13 14 15 anchor, Up to but £anch(Ifl.) not 2 21,4 3 31/2 4 41/a 5 51.4 6 61/2 7 71/2 8 51/2 9 91/2 10 11 12 13 14 15 16 Including Figure 4— Bolt Head with Length identification Mark and Kwik Bolt TZ Head Notch Embossment 324 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-3634458 1 www.hiltLca I Product Technical Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.4 Kwik Bolt TZ Anchor Installation Instructions into normal-weight and lightweight concrete 1. Hammer drill a hole to the same nominal 2. Clean hole. diameter as the Kwik Bolt TZ. The hole depth must exceed the anchor embedment by at least 1/4 inch, The fixture may be used as a drilling template to ensure proper anchor location. 3. Drive the Kwik Bolt TZ into the hole using 4. lighten the nut to the recommended a hammer. The anchor must be driven installation torque. until at least 4 threads are below the surface of the fixture. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I an españoI 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltica I Product Technical Guide 2008 325 Mechanical Anchoring Systerns 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.5 Kwik Bolt TZ Anchor Ordering Information Item No, Description Length (In.) Thread Length (in.) Box Quantity 304581 KB-TZ 318x3 3 7/8 50 304582 KB-TZ 3/8x3-3/4 3-3/4 1-5/8 50 304583 KB-TZ 3/8x5 5 2-7/8 50 304584 K8-TZ 1/2x3-3/4 3-3/4 1-5/8 25 304585 K8-TZ 1/2x4-1/2 4-1/2 2-3/8 25 304586 KB-TZ 105-1/2 5-1/2 3-3/8 25 304587 KB-TZ 1/2x7 7 4-7/8 25 304588 K13-TZ 5/8x4-3/4 4-3/4 1-1/2 15 304589 KB-TZ 5/8x6 6 2-3/4 15 304590 KB-TZ 5/8x8-1/2 8-1/2 5-1/4 15 304591 KB-TZ 5/8x10 10 6-3/4 15 202880 KB-TZ 3/45-1/2 51/2 1-1/2 10 202881 KB-TZ 3/48 8 4 10 202882 KB-TZ3/400 10 6 10 202883 KB-TZ SS304 3/8x3 3 7/8 50 202884 KB-TZ SS304 3/8x3-3/4 3-3/4 1-5/8 50 202885 KB-TZ SS304 3/8x5 5 2-7/8 50 202886 K8-TZ SS304 1/2x3-3/4 3-3/4 1-5/8 25 202887 K13-TZ SS304 1/2x4-1/2 4-1/2 2-3/8 25 202888 KB-TZ 3S304 1/26-1/2 5-1/2 3-3/8 25 202889 KB-TZ SS304 1/2x7 7 4-7/8 25 202890 KB-TZ SS304 5/8x4-3/4 4-3/4 1-1/2 15 202891 KB-TZ 8S304 5/8x6 6 2-3/4 15 202892 KB-TZ SS3045/8x8-1/2 8-1/2 5-1/4 15 202893 KB-TZ SS304 5/8x10 10 6-3/4 15 202894 KB-TZ SS3O43/4x5-1/2 5-1/2 1-1/2 10 202595 KB-TZ SS3O43/4x8 8 4 10 202896 KB-TZ SS304 3/4x10 10 6 10 326 Hiltl, Inc. (US) 1-800-879-8000 1 www.us.hitti.com I en espanol 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Product Technical Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.6 Kwik Bolt TZ Anchor Sample Calculations Given: (2)112 in. KB-TZ anchors under static tension load as shown. hef = 3.25 in. Normal wt. concrete, fc = 3,000 psi No supplementary reinforcing. Assume uncracked concrete. Condition B perACi 318-05 0.4.4(c) Calculate the allowable tension load for this configuration. I Calculation per ACI 318-05 Appendix 0 and ICC ESR-1358. Code Ref. Reference Step 1. Calculate steel strength of anchor in tension: 4) Nn = * Nsa = 0.75 * 2 * 10,706 = 16,059 lb D.5.1.2 Table 2 D.4.4 Step 2. Calculate concrete breakout strength of anchor in tension. See ESR-1 917 for edge factor (11'ec,N) (ej,N,c,N) (cp,N) Nb Ncbg =7 No D.5.2.1 ESR-1917 4.1.2 Step 2a. Verify minimum member thickness, spacing and edge distance: D.8 Table 2 hmjn 6 in. -61n..'.ok 'min 2375, 5.75 Fig. 2 2.375-5.75 slope = = 3.0 3.5-2.375 for = 4 in. Yt - Y2 = m (t1 - x2) 2.375 controls 35, 2.375 Smin = 5.75 [(2.375-4.0)- (3.0)] =0.875 <2.375 in. <6 in. .. Ok 0.0751 Cmin Step 2b. Check: 1.5he1 = (1.5) (3.25) = 4.88 in.> c S.Ohet = (3) (3.25) = 9.75 in.> s 0.5,2.1 Table 2 Step 2c. Calculate AN and AN, for the anchorage: ANCO = 911et2 = (9) (3.25)2 = 95.1 in Aw = (1.5) (hei + c) (3) (het + s) = [(1.5) (3.25) + 41 [(3 x 3.25) + 6] = 139.8 In < 2ANcQ .. Ok 0.5.2.1 Table 2 Step 2d. Calculate J'N: 6N= 0 ec,N= 1 D.5.2.4 Step 2e. Calculate Nb: Nb = kcr rc (hef) " = 17 /ööii' (325)' = 5,456 lb 0.5.2.2 Table 2 Step 2f. Calculate modification factor for edge distance: 'P = 0,7 + 0.3 (1.5) (3.25) = 0.95 D.5.2.5 Table 2 Step 2g. 1P cN = 1.4 (uncracked concrete) D.5.2.6 Table 2 Step 2h. Calculate modification factor for splitting: 'cpN = Ca,min > l.Shet check: _______ - - = 053' (1.5) (3.25) = 0.65 __ 0.53< 0.65 ... 151ef controls ---- 7.5 D.5.2.7 Table 2 Cac Cac Cac ( Step 21, Calculate N: Nag 139.8 = ---) (1) (0.95) (1.4) (5,456) (0.65) = 6,983 lb 95.1 0.5.2.1 Table 2 Step 3. Check pullout strength: See ESR-1917 for adjustment for concrete strength Table 2 N5t' (1) = 2 [ Npr, uncr V_7;;_...] = 2 [(5.515) ~00 ] = 12,082 lb 0.5.3.2 500 Step 4. Controlling strength: 4) NCbg = (0.65) (6,983) = 4,539 lb < 4) N0 .. 4) Nb, controls 0.4.4(c) Table 2 Step 5. Convert value to ASD: Taiiow = 4,539 -u-- = 3,242 lb - Table 5 Hitti, Inc. (US) 1-800-879-6000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-3634458 1 wwwhiltica I Product Technical Guide 2008 327 Th The TUnited 1 PAYMENT TERMS: Net 30 days from date of invoice. Customer agrees to pay all costs Incurred by Hilti in collecting any delinquent amounts, Including attorney's tees. FREIGHT: All sales are F.O.B. Destination with transportation allowed via Hilti designated mode. Delivery dates are estimates only. Additional charges for expedited shipments, special handling requirements, and orders below certain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. CREDIT- All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Products must be in saleable condition to qualify for return. Saleable condition Is defined as unused Items in original undamaged packaging and unbroken quantities and in as-new condition. All returns are subject to Hilti inspection and acceptance, and a $126 restocking charge if returned more than 90 days after invoice date. Proof of purchase is required for all returned materials. Special orders products and discontinued items are not eligible for return credit. Dated materials are only returnable in case quantity, and within 30 days after invoice date. WARRANTY.' Hilti warrants that for a period of 12 months from the date it sells a product it will, at its sole option and discretion, refund the purchase price, repair, or replace such product if it contains a defect in material or workmanship. Absence of Hilti's receipt of notification of any such defect within this 12-month period shall constitute a waiver of all claims with regard to such product. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. HiIIi shall in no event be liable for, and Customer hereby agrees to indemnify Hilti against all claims related to special, direct, indirect, Incidental, consequential, or any other damages arising out of or related to the sale, use, or Inability to use the product. ACCEPTANCE OF ORDER: Acceptance Is limited to the express terms contained herein, and terms are subject to change by Hilti without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected, but such rejection shall not operate as a rejection of the offer unless It contains variances In the terms of the description, quantity, price or delivery schedule of the goods. Orders are not deemed "accepted" by Hilti unless and until it ships the associated items. DOMESTIC ORIGIN: Any non-domestic Hiltl product will be so Identified on shipping documents and invoices for customers who properly identify themselves as a federal government entity. All other customers may obtain such information by written request to Hilti, Inc., Contract Compliance, P.O. Box 21148, Tulsa, Oklahoma 74121. Hilti's Quality Department personnel are the only individuals authorized to warrant the country of origin of Hilti products. BUSINESS SIZE: Hilti is a large business. PRICES: Prices are those staled on the order, and unless otherwise noted are based on purchasing all items on the order - pricing for individual products may vary for purchases of different quantities or item combinations. Hilti does not maintain most favored customer records, makes no representation with respect to same, and rejects any price warranty terms proposed by Customer. Hilti's published net price list is subject to change without notice. CONSENT TO JURISDICTION: All transactions made pursuant hereto shall be deemed to have been made and entered Into in Tulsa, Oklahoma. Any and all disputes arising directly or indirectly from such transactions shall be resolved in the courts of the County of Tulsa, State of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court having jurisdiction of such an action. All transactions shall be governed by and construed In accordance with the laws of the State of Oklahoma. PAYMENT TERMS: Net 30 days from date of Invoice. Customer agrees to pay all costs Incurred by Huh in collecting delinquent amounts, if any, including reasonable attorney's fees, FREIGHT: Sales are F.O.B. Destination Point with transportation allowed via Hilti designated mode. Additional charges may apply for expedited delivery, special handling requirements, and order under certain limits. A fuel surcharge may apply depending on market conditions. CREDIT: All orders sold on credit are subject to Credit Department approval. RETURN POLICY Product may be returned prepaid (unless otherwise authorized) to Hilti provided: Ills returned by the original purchaser II) it is not dated product returned more than 30 days after the original delivery date it is not discontinued, clearance or special order product it is unused, In original packaging and In unbroken quantities. Hilti will inspect product and, if the above requirements are satisfied, will credit to customer the original purchase price. A 15% restocking fee may apply. WARRANTY- Other than the manufacturer's published warranty, no warranties or conditions, express or implied, written or oral, statutory or otherwise are Implied. Any and all conditions and warranties implied by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly waived. TITLE TO PRODUCT: Title to product remains with Hilti until the total purchase price of product is paid, PRICES: Customer agrees to pay Hilti prices set out on invoice. Customer agrees to pay taxes as indicated on Invoice unless Hilti receives acceptable exemption certificates, INDEMNIFICATION: Customer agrees to use product at own risk and to indemnify Hilti against all liabilities, including legal fees, to third parties arising out of the use or possession thereof. Hilti shall In no event be liable for special, incidental or consequential damages. CHANGES: Hilti sates personnel are not authorized to modify these Terms and Conditions or modify Customer's credit terms. Terms are subject to change by Hilti with reasonable notice to Customer. CASH SALES: Payment in full is due prior to goods being released. QUOTATIONS: All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products are only valid until and of promotion period. INDEMNIFICATION: Customer hereby agrees to indemnify Hilti for any costs, including attorney's fees, incurred by Hilti as a result, In whole or In part, of any violation by Customer of any Federal. State or Local statute or regulation, or of any nationally accepted standard. It shall be Customer's sole responsibility to comply with all applicable laws and regulations regarding the handling,use, transportation, or disposal of products upon taking possession of same. AUTHORIZATION: HIL'Tl LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICAtiONS, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espaffol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2008 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. Not lens than Wood 2" nominal width 11 111.1 Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost Made in the U.S.A. Wood oetrock 'a 1/4" 8002957 GST 100 1/40 1" 25 125 1/4" 8003957 GST 200 1/4x2" 1760 (Fir) 25 125 - V4" 8004957 GST 300 1/4x3" 2060 (Ffr) 25 125 3/8" - 8006957 - GST .75 1/4 x 3/4' 564 (3/4" Ply) 25 125 L 3/8" 8007957 GST 10 1/4 x1" 300 25 125 j 3/8" 8008957 GST 20 1/4x2" 1760 (Fir) 850 1475 25 125 [Q 3/8 8068925 GST 2O SS 1/4x2 1760 (Fir) 850 25 125 3/8" 8009925 GST 25-380 3/8x2-1/2" 2113 (Fir) 1500 25 125 3/8 8010957 GST 30 114x3 2060 (Fir) 1500 1475 25 125 3/8" 8069925 GST 30-SS 1/4x3" 2060 (Fir) 25 125 3/8 8011925 GST 40 1/4x4 2180 (Fir) 77-7 2-5 3/8" 8012925 GST 60 1/4x6" 2230 (Fir) 25 125 - - 1/2_8013925 GST 2 1/4x2__1760(Pr)25125 1/2"8014925 GST 2,5-3803/8x 2-1/2"2113)Fir)25125 1/2"8015925 -GST 3 1/4x3"2275 (Fir)25125 1 1/2" 8016925 GST4 1/4x4" 2180 (Fir) 25 125 1/2" 8017925 GST6 1/4x6" 2230 (Fir) 25 125 #14 Black Nut Driver Part # 8113910 -1 #14 SW Red Nut Driver Part # 8114910 4 #14 Black Nut Driver Part #8113910 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. KLORE ~ IT (ICA For the most up to date information, visit www.sammysuperscrew.com 4 WE 1. -U... A&**t R IN Floor Joist Not less than 2 nominal width / (1-1/2) up to 31/2' pipe; not less than 3' (2-112") nominal width 4 & 5" pipe I Minimum 2-1/2' from bottom for brunch lines. Minimum 3" from bottom for main lines. Exception: This requirement shall not apply to 2 or thicker nailing strips resting on top of steel beams. Product Features No pre-drilling required. 'Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost Made in the U.S.A. 1/1' 8018957 - SWG 100 114x 1" 622 (Fir) 25 12,J 1/4 8019957 SWG 200 1/4 x 2' 1725 (Fir) 25 125 Lr L 3/8" 8020957 SWG 10 114x 1" 622 (Fir) 300 25 125 1 - #14 SW Red Nut Driver ® [' 3/8" 3/8 8021957 8073925 SWG 20 SWG2OSS 1/4 x 2" 1/4x2 1725 (Fir) 1725 (Fir) 1050 850 25 25 125 U_277 /3. 3/8' 8022925 SWG 25.380 3/8 x 2-1/2' 2249 (Fir) 1500 25 125 L_ 3/8 8023925 SWG 30 1/4 x 3 1884 (Fir) 25 125 1 Part #8114910 Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove The SAMMYS is now ready to receive 1/4", 3/8' 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #14S W red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4'ç 3/8" or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. raz5w405rz5mm 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. Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed gnly when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 CUS LISTEO I (1 "I 1/ —: OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1e 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. I Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Component of State of California OSHPD Approved c 1IL US usmo Seismic Restraints System Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4' pipe, 1/2" rod will support 1/2" thru 8" pipe. 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 relating to OSHPD IDroiects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 ii CUSTOMER SERVICE • 800.786.5266 wwwfolco.com 11 Fig. 69 - Beam Clamp Retaining Strap &S Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13(1999)6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Finish - Pie-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1". Dimensions 'Weights Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Office/Manufacturing Facility. 1375 Sampson Ave. Corona, CA 92879 • Ph: 909.]3].5599 • Fax: 909.737.0330 Customer Service • 800,786.5266 www.tolco.com Size Range - Secures 3/811 thru 7/8' rod in 1 increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 0 Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8' thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Plannina and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD oroiects. ilease refer to the TOLCO Component of State of California OSHPD Approved Seismic Restraints System :. FIG. 98 imir, Pfrcint ,ofrno (i iidlir,c S_y •.; I 1%_P %.4LA Il_I I_Il II fl_Il.) Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fif Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 3/8" thru 1112" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Fig. 100 - All Thread Rod Full Lnath Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt/100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 21 Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 200R (Import) - "Trimline" Adjustable Band Hanger w/Retainer Ring Size Range - 1/2' thru 8" pipe Material - Carbon Steel, Mu. 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" thru 2") 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 eas- ily installed around pipe. (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8') in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-1 71 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or10mm 31/8 25/8 400 11 3/4 3/8 8mm or10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 3% 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 2/8 400 13 11/2 3/8 8mm orlOmm 3/8 2/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 5/8 4 600 29 31/2 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951137.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 4 Fig. 4 - Standard Pipe Clamp Fig. 4F - Standard Pipe Clamp Felt Lined Fig. 4PVC - Standard Pipe Clamp PVC Coated Component of State of California OSHPD Approved Seismic Restraints System C® (IS LISTED Size Range - (Fig. 4) Size 1/2' thru 30" pipe. Size Range - (Fig. 4F) Size 1/2" thru 21/2' copper tubing Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye Rod.) Also recommended for attachment of sway bracing up to 31/2 pipe size, for larger pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration and/or prevent electrolysis. Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 1/2" - 8", and approved by Factory Mutual Engineering, 3/4" - 8". Federal Specification WW-H-171E, Type 4, 11/2" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - When the Fig. 4 is used as a sway brace, to ensure performance, the UL Listing requires that it must be used with other TOLCO® brace products. Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish. Order Note - When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Fig. 4F Fig. 4PVC Dimensions • Weights Max. Design Load Lbs. Pipe For Service Temp. Approx. Size A B C D Bolt Size 6500 750°F WtJ100 1/2 37A6 1/4 11/8 11/8 5/16 500 445 29 3/4 3A 1/4 11/4 11/4 5/16 500 445 31 1 39Ae 1/4 11/4 15A6 5/16 500 445 35 11/4 4e 3/8 1/8 111A6 5/16 500 445 40 11/2 4/ie 3/8 1/8 1/8 5/16 800 715 42 2* 5/16 3/8 2 21/4 3/8 1040 930 93 21/2* 6/ie 3/8 21/2 23/4 1/2 1040 930 126 3* 7 3/8 23/4 31A6 1/2 1040 930 141 31/2* 7Ae 3/8 31/8 3/8 1/2 1040 930 154 4 81/2 5/8 3,16 311Ae 1/2 1040 930 229 5 93/4 3/4 3/8 4/8 5/8 1040 930 261 6 115/8 3/4 4 /8 51/8 3/4 1615 1440 537 8 13,16 1 5/8 6 3/4 1615 1440 625 10 161/2 1 71/4 71/4 7/8 2490 2220 1378 12 181/2 1 81/4 81/4 7/8 2490 2220 1574 14 20 11/8 9 9 7/8 2490 2220 2103 16 23 11/8 101/4 101/4 7/8 2490 2220 2314 18 25/8 11/4 111/2 11112 1 3060 2730 3276 20 28 13/8 121/2 121/2 11/8 3060 2730 3863 24 331/2 15/8 151/4 151/4 11/4 3060 2730 5222 30 41/8 2 19 19 13/4 3500 3360 10511 *Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for 1/2-2" - 380#, 21/2" - 395#, 3' - 435#, 31/2 - 540# OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Component of State of California OSHPD Approved Seismic Restraints System 1*1 SHOWN WITH FIG. 980 BRACE FITTING TO PIPE BRACE (ACROSS BEAM) SHOWN WITH FIG. 980 BRACE FITTING TO PIPE BRACE (ALONG BEAM) Fig. 800 - Adjustable Sway Brace Attachment to Steel C®US liSTED Size Range - 4' thru 18' beam width Material - Carbon Steel Function - Seismic brace attachment to steel. Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions - The Fig. 800 is the structural attachment com- ponent of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO tran- sitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. Dimensions • Weights Max. Design Loads/Lbs. (cULus) *M. Design Loads/Lbs. (FM) Fits Beam Along Across Along Across Size Range (In.) Beam Beam Beam Beam 1 4 -6 1265 2015 2800 2800 2 6-8 1265 2015 2800 2800 3 8-10 1265 2015 2800 2800 4 10-12 1265 2015 2800 2800 5 12-14 1265 2015 2800 2800 6 14 -16 1265 2015 2800 2800 7 16 -18 1265 2015 2800 2800 Dimensions • Weights Max. Design Loads/Lbs. (cULus) *M. Design Loads/Lbs. (FM) Flange Thickness Along Across Along Across Type Max. (In.) Beam Beam Beam Beam 1 3/4 1265 2015 2800 2800 2 11/4 1265 2015 2800 2800 * Load shown is allowable with brace installed, between 300 - 90°. No reduction of load based on brace angle is required. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 141 www.folco.com Fig. 980 - Universal Swivel Sway Brace Attachment c®us LISTED Size Range - One size fits bracing pipe 1 thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4" thick. Material - Carbon Steel Component of State of Function - Multi-functional attachment to structure or California OSHPD Approved Seismic Restraints System braced pipe fitting. Features - This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO braced pipe attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require- ments of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Lateral Brace Dimensions • Weights Max. Design Max. Design Approx. A B H* Load Lbs. Load Lbs.** wtjloo (cULus) (FM) 51/4 1/8 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. ** The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 8, where 0 is the installation angle measured from the vertical. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 1000 - "Fast Clamp" Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Size Range - Pipe size to be braced: 1" thru 6' Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 11/4 Schedule 40 I PS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the braced pipe attachment component of a lateral sway brace assembly. It is intended to be combined with the bracing pipe and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Maximum Design Load 1 thru 4" pipe size - 2015 lbs. 6' size - 1265 lbs. FM Approved Design Loads* 1" - 21/2' - 600 lbs. 3" - 4" - 700 lbs. C& US USTED TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800 786.5266 wwwtolco.com 11-551