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HomeMy WebLinkAbout2405 COUGAR DR; ; FPC2018-0298; PermitPERM IT REPORT city of Carlsbad L Print Date: 04/28/2022 Permit No: FPC2018-0298 Job Address: 2405 COUGAR DR, CARLSBAD, CA 92010-8804 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2090404200 Track #: Applied: 09/10/2018 Valuation: $5,019,763.48 Lot #: Issued: 05/29/2019 Occupancy Group: Project #: DEV2017-0088 Finaled Close Out: 07/29/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check#: Final Inspection: Project Title: WEST COAST SELF STORAGE - CARLSBAD Description: WEST COAST SELF STORAGE -REVISIONS TO (3- STORY) NEW SPRINKLER (4 RISERS, 1,219 HEADS) GROUND: 132 / 1ST FLOOR: 337 / 2ND FLOOR: 454 / 3RD FLOOR: 296 Applicant: FPContractor: SERENITY FIRE PROTECTION SERENITY FIRE PROTECTION ROBERT BLACK 417S ASSOCIATED RD, # STE 215 30252 PACIFIC ISLAND DR, # UNIT 136 BREA, CA 92821-5889 LAGUNA NIGUEL, CA 92677-2375 (714) 914-1463 (714) 914-1463 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 FIRE Plan Review Per Hour - Office Hours $204.00 Fire Use Fee Manual $711.00 Total Fees: $1,932.00 Total Payments To Date: $1,932.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov Serenity Fire Protection, Inc. 417 Associated Rd.#215 Brea, CA 92821 Phone (714) 914-1463 Fax (714) 989-2394 C-16 902927 robert@serenityfireprotection.com Plan Checker: Dennis Grubb and Associates, LLC Project Description: New storage Project Address: West Cost Self Storage DGA #: C8459 Approval #FC/Z-" O24 Jurisdiction: Carlsbad Room sizes changed from 10x5 to 5x5. Added proper coverage. Only on the second and third floor. Walls not full height. Added baffle detail on sheet F2.00 and code reference. Two more heads where added to the second-floor area that was calculated. Revised calculation for that floor. Clouded area and gave a delta #2 Fft 2og- o29g - Fire Protection by Computer Design Serenity Fire Protection 417 S. Associated Rd. #215 Brea, CA 92821 714-914-1463 Job Name : West Cost Self Storage Building F1.02 Location : 2405 COUGAR DRIVE, CARLSBAD, CA 92010 System Second Floor Contract Data File : WCSS SECOND FLOOR.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Serenity Fire Protection West Cost Self Storage HYDRAULIC CALCULATIONS for Project name: West Cost Self Storage Location: 2405 COUGAR DRIVE, CARLSBAD, CA 92010 Drawing no: F1.02 Date: 02-10-2020 Design Remote area number: Second Floor Remote area location: Second Floor Occupancy classification: Ordinary Hazard Group II Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: V3402 No. of sprinklers calculated: 29 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 954.94 -GPM Type of system: Gridded Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: Source: Name of contractor: Address: Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Page 1 Date 02-10-2020 @ 79.06-Psi Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Serenity Fire Protection Page 2 West Cost Self Storage Date 02-10-2020 City Water Supply: Demand: Cl - Static Pressure : 103 Dl - Elevation : 14.292 C2 - Residual Pressure: 99 D2 - System Flow :704.943 C2 - Residual Flow : 3125 D2 - System Pressure : 79.061 Hose ( Demand) : 250 D3 - System Demand : 954.943 Safety Margin : 23.493 150 140 130 p120 A11° Cl 2 E100 S90 D2 s 8° 7 u 7° A6° E5° 40 30 20 10 ... .. .. ... .... 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N"1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Serenity Fire Protection Page 3 West Cost Self Storage Date 02-10-2020 Fitting Legend Abbrev. Name 1/2 3/4 1 1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfa Febco 826YD Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure / Flow Summary - STANDARD Serenity Fire Protection Page 4 West Cost Self Storage Date 02-10-2020 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 25M 30.0 22.27 na 3BL 30.0 19.95 na 2131- 30.0 10.71 na 7B 30.0 8 7.86 na 22.43 0.2 60 7.0 7A 30.0 8 7.54 na 21.96 0.2 60 7.0 6B 30.0 8 7.48 na 21.88 0.2 60 7.0 6A 30.0 8 7.49 na 21.9 0.2 60 7.0 1131- 30.0 8.33 na 5B 30.0 8 10.03 na 25.34 0.2 60 7.0 26M 30.0 22.28 na 5131- 30.0 8 8.44 na 23.25 0.2 60 7.0 98 30.0 8 8.24 na 22.97 0.2 60 7.0 88 30.0 8.31 na 14B 30.0 8 7.5 na 21.91 0.2 45.22 7.0 13B 30.0 8 7.48 na 21.88 0.2 45.22 7.0 128 30.0 8 7.52 na 21.94 0.2 45.22 7.0 11B 30.0 8 7.81 na 22.36 0.2 45.22 7.0 lOB 30.0 8 8.53 na 23.37 0.2 45.22 7.0 27M 30.0 22.32 na 21B 30.0 8 11.6 na 27.25 0.2 88.09 7.0 20B 30.0 8 11.3 na 26.89 0.2 88.09 7.0 19B 30.0 8 11.3 na 26.89 0.2 88.09 7.0 18B 30.0 8 11.54 na 27.18 0.2 88.09 7.0 28M 30.0 22.4 na 27B 30.0 8 12.22 na 27.97 0.2 88.09 7.0 26B 30.0 8 11.96 na 27.67 0.2 88.09 7.0 25B 30.0 8 11.97 na 27.67 0.2 88.09 7.0 24B 30.0 8 12.28 na 28.03 0.2 88.09 7.0 18 30.0 8 7.0 na 21.17 0.2 88.09 7.0 28 30.0 8 7.17 na 21.43 0.2 88.09 7.0 3B 30.0 8 7.72 na 22.23 0.2 60 7.0 4B 30.0 8 8.65 na 23.52 0.2 45.22 7.0 158 30.0 8 8.49 na 23.32 0.2 88.09 7.0 16B 30.0 8 8.7 na 23.6 0.2 88.09 7.0 17B 30.0 8 9.35 na 24.47 0.2 60 7.0 22B 30.0 8 11.48 na 27.11 0.2 88.09 7.0 23B 30.0 8 11.72 na 27.38 0.2 60 7.0 6M 30.0 15.47 na 7M 30.0 16.84 na 8M 30.0 18.03 na 9M 30.0 19.06 na 1OM 30.0 19.95 na 11M 30.0 20.73 na 12M 30.0 21.4 na 13M 30.0 21.99 na 14M 30.0 22.42 na 15M 30.0 22.54 na 16M 30.0 22.81 na 17M 30.0 23.14 na 18M 30.0 23.37 na 19M 30.0 23.55 na 20M 30.0 23.67 na 21M 30.0 23.75 na 22M 30.0 23.78 na 23M 30.0 23.8 na 24M 30.0 23.8 na 1M 30.0 12.27 na 2M 30.0 12.28 na 3M 30.0 12.45 na 4M 30.0 12.9 na 5M 30.0 13.86 na 29M 30.0 22.53 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard Serenity Fire Protection Page 5 West Cost Self Storage Date 02-10-2020 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 30M 30.0 22.69 na 31M 30.0 22.9 na 32M 30.0 23.15 na 33M 30.0 23.43 na 34M 30.0 23.75 na 35M 30.0 24.11 na 36M 30.0 24.51 na 37M 30.0 24.87 na 38M 30.0 25.01 na 39M 30.0 25.39 na 40M 30.0 25.99 na 41 M 30.0 26.58 na 48M 30.0 26.85 na 47M 30.0 26.85 na 46M 30.0 26.86 na 45M 30.0 26.87 na 44M 30.0 26.89 na 43M 30.0 26.92 na 42M 30.0 26.95 na TOR5 30.0 31.18 na TR2 11.166 42.68 na BOR -3.0 57.41 na DC1 -3.0 59.1 na DC2 3.0 57.14 na UGI -3.0 76.17 na SRC -3.0 79.06 na 250.0 The maximum velocity is 17.25 and it occurs in the pipe between nodes 5M and 6M Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Serenity Fire Protection Page 6 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 25M -59.30 1.53 T 9.917 5.083 22.274 to 120.0 0.0 9.917 0.0 3BL -59.3 -0.1547 0.0 15.000 -2.320 Vet = 10.35 3BL 0.0 1.53 0.0 59.750 19.954 to 120.0 0.0 0.0 0.0 2BL -59.3 -0.1547 0.0 59.750 -9.241 Vet = 10.35 2BL 0.0 1.53 E 4.959 3.583 10.713 to 120.0 T 9.917 14.876 0.0 7B -59.3 -0.1546 0.0 18.459 -2.854 Vet = 10.35 7B 22.43 1.53 0.0 5.000 7.859 K Factor = 8.00 to 120.0 0.0 0.0 0.0 7A -36.87 -0.0642 0.0 5.000 -0.321 Vet = 6.43 7A 21.96 1.53 0.0 5.000 7.538 K Factor = 8.00 to 120.0 0.0 0.0 0.0 6B -14.91 -0.0120 0.0 5.000 -0.060 Vet = 2.60 6B 21.88 1.53 0.0 4.750 7.478 K Factor = 8.00 to 120.0 0.0 0.0 0.0 6A 6.97 0.0027 0.0 4.750 0.013 Vet = 1.22 6A 21.89 1.53 E 4.959 5.750 7.491 K Factor = 8.00 to 120.0 T 9.917 14.876 0.0 1 BL 28.86 0.0408 0.0 20.626 0.842 Vet = 5.04 1BL 10.97 1.53 T 9.917 8.083 8.333 to 120.0 E 4.959 14.876 0.0 5B 39.83 0.0741 0.0 22.959 1.701 Vet = 6.95 SB 25.34 1.53 T 9.917 2.250 10.034 K Factor = 8.00 to 120.0 0.0 9.917 0.0 1M 65.17 0.1841 0.0 12.167 2.240 Vet= 11.37 0.0 65.17 12.274 K Factor = 18.60 26M -66.24 1.53 T 9.917 63.000 22.281 to 120.0 0.0 9.917 0.0 SBL -66.24 -0.1898 0.0 72.917 -13.838 Vet= 11.56 5BL 54.24 1.53 T 9.917 10.166 8.443 K Factor= 8.00 to 120.0 E 4.959 14.876 0.0 9B -12.0 -0.0081 0.0 25.042 -0.202 Vet = 2.09 9B 22.96 1.53 0.0 10.000 8.241 K Factor = 8.00 to 120.0 0.0 0.0 0.0 8B 10.96 0.0069 0.0 10.000 0.069 Vet = 1.91 8B 0.0 1.53 0.0 3.500 8.310 to 120.0 0.0 0.0 0.0 1 BL 10.96 0.0066 0.0 3.500 0.023 Vet = 1.91 0.0 10.96 - 8.333 K Factor = 3.80 SBL -30.99 1.53 T 9.917 5.330 8.443 to 120.0 E 4.959 14.876 0.0 14B -30.99 -0.0466 0.0 20.206 -0.941 Vet = 5.41 14B 21.91 1.53 0.0 5.000 7.502 K Factor = 8.00 to 120.0 0.0 0.0 0.0 13B -9.08 -0.0048 0.0 5.000 -0.024 Vet = 1.58 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 7 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 13B 21.88 - 1.53 0.0 5.000 7.478 K Factor = 8.00 to 120.0 0.0 0.0 0.0 12B 12.8 0.0092 0.0 5.000 0.046 Vel = 2.23 12B 21.94 1.53 0.0 5.000 7.524 K Factor = 8.00 to 120.0 0.0 0.0 0.0 118 34.74 0.0574 0.0 5.000 0.287 Vel = 6.06 11B 22.36 1.53 0.0 5.000 7.811 K Factor = 8.00 to 120.0 0.0 0.0 0.0 lOB 57.1 0.1444 0.0 5.000 0.722 Vel = 9.96 lOB 23.37 1.53 T 9.917 4.500 8.533 K Factor = 8.00 to 120.0 0.0 9.917 0.0 3M 80.47 0.2720 0.0 14.417 3.922 Vel = 14.04 0.0 80.47 12.455 K Factor = 22.80 27M -55.74 1.53 1 9.917 67.830 22.321 to 120.0 0.0 9.917 0.0 218 -55.74 -0.1379 0.0 77.747 -10.721 Vel = 9.73 218 27.25 1.53 0.0 7.500 11.600 K Factor = 8.00 to 120.0 0.0 0.0 0.0 20B -28.49 -0.0399 0.0 7.500 -0.299 Vel = 4.97 20B 26.89 1.53 0.0 7.500 11.301 K Factor = 8.00 to 120.0 0.0 0.0 0.0 198 -1.6 -0.0001 0.0 7.500 -0.001 Vel = 0.28 198 26.90 1.53 0.0 7.500 11.300 K Factor = 8.00 to 120.0 0.0 0.0 0.0 18B 25.3 0.0319 0.0 7.500 0.239 Vel = 4.41 18B 27.17 1.53 T 9.917 1.083 11.539 K Factor = 8.00 to 120.0 0.0 9.917 0.0 4M 52.47 0.1234 0.0 11.000 1.357 Vel= 9.16 0.0 52.47 12.896 KFactor= 14.61 28M -54.20 1.53 T 9.917 67.830 22.400 to 120.0 0.0 9.917 0.0 278 -54.2 -0.1309 0.0 77.747 -10.180 Vel = 9.46 27B 27.97 1.53 0.0 7.500 12.220 K Factor = 8.00 to 120.0 0.0 0.0 0.0 26B -26.23 -0.0341 0.0 7.500 -0.256 Vel = 4.58 26B 27.67 1.53 0.0 7.500 11.964 K Factor = 8.00 to 120.0 0.0 0.0 0.0 25B 1.44 0.0001 0.0 7.500 0.001 Vel = 0.25 25B 27.67 1.53 0.0 7.500 11.965 K Factor = 8.00 to 120.0 0.0 0.0 0.0 24B 29.11 0.0415 0.0 7.500 0.311 Vel= 5.08 24B 28.03 1.53 T 9.917 1.083 12.276 K Factor= 8.00 to 120.0 0.0 9.917 0.0 5M 57.14 0.1445 0.0 11.000 1.589 Vel = 9.97 0.0 57.14 13.865 K Factor= 15.35 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 8 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total N Pn lB 21.17 1.53 0.0 7.583 7.000 K Factor =8.00 to 120.0 0.0 0.0 0.0 2B 21.17 0.0229 0.0 7.583 0.174 Vet = 3.69 2B 21.42 1.53 0.0 6.500 7.174 K Factor = 8.00 to 120.0 0.0 0.0 0.0 3B 42.59 0.0838 0.0 6.500 0.545 Vet = 7.43 3B 22.23 1.53 0.0 5.083 7.719 K Factor =8.00 to 120.0 0.0 0.0 0.0 4B 64.82 0.1824 0.0 5.083 0.927 Vet = 11.31 4B 23.52 1.53 T 9.917 1.330 8.646 K Factor = 8.00 to 120.0 0.0 9.917 0.0 2M 88.34 0.3234 0.0 11.247 3.637 Vet = 15.42 0.0 88.34 12.283 K Factor = 25.21 15B 23.32 1.53 0.0 7.583 8.494 K Factor = 8.00 to 120.0 0.0 0.0 0.0 16B 23.32 0.0276 0.0 7.583 0.209 Vet = 4.07 16B 23.60 1.53 0.0 6.500 8.703 K Factor = 8.00 to 120.0 0.0 0.0 0.0 17B 46.92 0.1003 0.0 6.500 0.652 Vet = 8.19 17B 24.47 1.53 T 9.917 6.330 9.355 K Factor = 8.00 to 120.0 0.0 9.917 0.0 4M 71.39 0.2179 0.0 16.247 3.541 Vet = 12.46 0.0 71.39 12.896 KFactor= 19.88 22B 27.11 1.53 0.0 6.500 11.480 K Factor = 8.00 to 120.0 0.0 0.0 0.0 23B 27.11 0.0363 0.0 6.500 0.236 Vet = 4.73 23B 27.38 1.53 T 9.917 6.330 11.716 K Factor = 8.00 to 120.0 0.0 9.917 0.0 5M 54.49 0.1323 0.0 16.247 2.149 Vet = 9.51 0.0 54.49 13.865 K Factor = 14.63 6M 36.68 1.53 2T 19.834 91.250 15.465 to 120.0 0.0 19.834 0.0 29M 36.68 0.0636 0.0 111.084 7.063 Vet = 6.40 0.0 36.68 22.528 K Factor = 7.73 7M 33.13 1.53 2T 19.834 91.250 16.842 to 120.0 0.0 19.834 0.0 30M 33.13 0.0527 0.0 111.084 5.853 Vet = 5.78 0.0 33.13 22.695 K Factor = 6.95 8M 30.00 1.53 2T 19.834 91.250 18.031 to 120.0 0.0 19.834 0.0 31M 30.0 0.0438 0.0 111.084 4.871 Vet = 5.24 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 9 West Cost Self Storage Date 02-10-2020 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30.00 22.902 K Factor = 6.27 9M 27.29 1.53 2T 19.834 91.250 19.059 to 120.0 0.0 19.834 0.0 32M 27.29 0.0368 0.0 111.084 4.088 Vel = 4.76 0.0 27.29 23.147 K Factor = 5.67 10M 25.02 1.53 2T 19.834 91.250 19.952 to 120.0 0.0 19.834 0.0 33M 25.02 0.0313 0.0 111.084 3.480 VeI= 4.37 0.0 25.02 23.432 K Factor = 5.17 11M 23.19 1.53 2T 19.834 91.250 20.728 to 120.0 0.0 19.834 0.0 34M 23.19 0.0272 0.0 111.084 3.025 Vel= 4.05 0.0 23.19 23.753 K Factor = 4.76 12M 21.85 1.53 2T 19.834 91.250 21.402 to 120.0 0.0 19.834 0.0 35M 21.85 0.0244 0.0 111.084 2.709 Vel = 3.81 0.0 21.85 24.111 K Factor = 4.45 13M 21.01 1.53 2T 19.834 91.250 21.986 to 120.0 0.0 19.834 0.0 36M 21.01 0.0227 0.0 111.084 2.519 Vel= 3.67 0.0 21.01 24.505 K Factor = 4.24 14M 20.72 1.53 2T 19.834 91.250 22.418 to 120.0 0.0 19.834 0.0 37M 20.72 0.0221 0.0 111.084 2.456 Vel = 3.62 0.0 20.72 24.874 K Factor = 4.15 15M 20.77 1.53 2T 19.834 91.250 22.544 to 120.0 0.0 19.834 0.0 38M 20.77 0.0222 0.0 111.084 2.467 Vel = 3.62 0.0 20.77 25.011 K Factor = 4.15 16M 21.26 1.53 2T 19.834 91.250 22.811 to 120.0 0.0 19.834 0.0 39M 21.26 0.0232 0.0 111.084 2.575 Vel = 3.71 0.0 21.26 25.386 K Factor = 4.22 17M 22.47 1.53 2T 19.834 91.250 23.139 to 120.0 0.0 19.834 0.0 40M 22.47 0.0257 0.0 111.084 2.853 VeI= 3.92 0.0 22.47 25.992 K Factor = 4.41 18M 23.95 1.53 2T 19.834 91.250 23.373 to 120.0 0.0 19.834 0.0 41M 23.95 0.0289 0.0 111.084 3.210 Vel= 4.18 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 10 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 23.95 26.583 K Factor = 4.65 19M 24.61 1.53 2T 19.834 91.250 23.549 to 120.0 0.0 19.834 0.0 43M 24.61 0.0304 0.0 111.084 3.375 Vet = 4.29 0.0 24.61 26.924 K Factor = 4.74 20M 23.97 1.53 2T 19.834 91.250 23.672 to 120.0 0.0 19.834 0.0 44M 23.97 0.0290 0.0 111.084 3.217 Vet = 4.18 0.0 23.97 26.889 K Factor = 4.62 21M 23.55 1.53 2T 19.834 91.250 23.753 to 120.0 0.0 19.834 0.0 45M 23.55 0.0280 0.0 111.084 3.113 Vet= 4.11 0.0 23.55 26.866 K Factor = 4.54 22M 23.39 1.53 2T 19.834 91.250 23.784 to 120.0 0.0 19.834 0.0 46M 23.39 0.0277 0.0 111.084 3.073 Vet = 4.08 0.0 23.39 26.857 K Factor = 4.51 23M 23.32 1.53 2T 19.834 91.250 23.797 to 120.0 0.0 19.834 0.0 47M 23.32 0.0275 0.0 111.084 3.056 Vet = 4.07 0.0 23.32 26.853 K Factor = 4.50 24M 23.30 1.53 2T 19.834 91.250 23.802 to 120.0 0.0 19.834 0.0 48M 23.3 0.0275 0.0 111.084 3.050 Vet = 4.07 0.0 23.30 26.852 K Factor = 4.50 1M 65.17 3.334 0.0 2.083 12.274 to 120.0 0.0 0.0 0.0 2M 65.17 0.0043 0.0 2.083 0.009 Vet = 2.40 2M 88.34 3.334 0.0 8.500 12.283 to 120.0 0.0 0.0 0.0 3M 153.51 0.0202 0.0 8.500 0.172 Vet = 5.64 3M 80.47 3.334 0.0 10.000 12.455 to 120.0 0.0 0.0 0.0 4M 233.98 0.0441 0.0 10.000 0.441 Vet = 8.60 4M 123.86 3.334 0.0 10.000 12.896 to 120.0 0.0 0.0 0.0 SM 357.84 0.0969 0.0 10.000 0.969 Vet = 13.15 5M 111.64 3.334 0.0 10.000 13.865 to 120.0 0.0 0.0 0.0 6M 469.48 0.1600 0.0 10.000 1.600 Vet = 17.25 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 11 West Cost Self Storage Date 02-10-2020 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn 6M -36.68 3.334 0.0 10.000 15.465 to 120.0 0.0 0.0 0.0 7M 432.8 0.1377 0.0 10.000 1.377 Vet = 15.91 7M -33.13 3.334 0.0 10.000 16.842 to 120.0 0.0 0.0 0.0 8M 399.67 0.1189 0.0 10.000 1.189 Vel= 14.69 8M -30.01 3.334 0.0 10.000 18.031 to 120.0 0.0 0.0 0.0 9M 369.66 0.1028 0.0 10.000 1.028 Vet = 13.59 9M -27.29 3.334 0.0 10.000 19.059 to 120.0 0.0 0.0 0.0 10M 342.37 0.0893 0.0 10.000 0.893 Vet = 12.58 10M -25.01 3.334 0.0 10.000 19.952 to 120.0 0.0 0.0 0.0 11M 317.36 0.0776 0.0 10.000 0.776 Vet= 11.66 11M -23.20 3.334 0.0 10.000 20.728 to 120.0 0.0 0.0 0.0 12M 294.16 0.0674 0.0 10.000 0.674 Vet = 10.81 12M -21.85 3.334 0.0 10.000 21.402 to 120.0 0.0 0.0 0.0 13M 272.31 0.0584 0.0 10.000 0.584 Vet = 10.01 13M -21.01 3.334 0.0 8.583 21.986 to 120.0 0.0 0.0 0.0 14M 251.3 0.0503 0.0 8.583 0.432 Vet = 9.24 14M -20.72 3.334 0.0 2.916 22.418 to 120.0 0.0 0.0 0.0 15M 230.58 0.0432 0.0 2.916 0.126 Vet = 8.47 15M -20.77 3.334 0.0 7.416 22.544 to 120.0 0.0 0.0 0.0 16M 209.81 0.0360 0.0 7.416 0.267 Vet = 7.71 16M -21.26 3.334 0.0 11.083 22.811 to 120.0 0.0 0.0 0.0 17M 188.55 0.0296 0.0 11.083 0.328 Vet= 6.93 17M -22.46 3.334 0.0 10.000 23.139 to 120.0 0.0 0.0 0.0 18M 166.09 0.0234 0.0 10.000 0.234 Vet = 6.10 18M -23.95 3.334 0.0 10.000 23.373 to 120.0 0.0 0.0 0.0 19M 142.14 0.0176 0.0 10.000 0.176 Vet= 5.22 19M -24.61 3.334 0.0 10.000 23.549 to 120.0 0.0 0.0 0.0 20M 117.53 0.0123 0.0 10.000 0.123 Vet= 4.32 20M -23.97 3.334 0.0 10.000 23.672 to 120.0 0.0 0.0 0.0 21M 93.56 0.0081 0.0 10.000 0.081 Vet = 3.44 21M -23.56 3.334 0.0 6.500 23.753 to 120.0 0.0 0.0 0.0 22M 70.0 0.0048 0.0 6.500 0.031 Vet = 2.57 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 12 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 22M -23.38 3.334 0.0 5.916 23.784 to 120.0 0.0 0.0 0.0 23M 46.62 0.0022 0.0 5.916 0.013 Vet= 1.71 23M -23.32 3.334 0.0 7.000 23.797 to 120.0 0.0 0.0 0.0 24M 23.3 0.0007 0.0 7.000 0.005 Vet = 0.86 0.0 23.30 23.802 K Factor = 4.78 25M 59.30 4.31 0.0 7.250 22.274 to 120.0 0.0 0.0 0.0 26M 59.3 0.0010 0.0 7.250 0.007 Vet = 1.30 26M 66.24 4.31 0.0 10.000 22.281 to 120.0 0.0 0.0 0.0 27M 125.54 0.0040 0.0 10.000 0.040 Vet = 2.76 27M 55.73 4.31 0.0 10.000 22.321 to 120.0 0.0 0.0 0.0 28M 181.27 0.0079 0.0 10.000 0.079 Vel= 3.99 28M 54.20 4.31 0.0 10.000 22.400 to 120.0 0.0 0.0 0.0 29M 235.47 0.0128 0.0 10.000 0.128 Vet = 5.18 29M 36.67 4.31 0.0 10.000 22.528 to 120.0 0.0 0.0 0.0 30M 272.14 0.0167 0.0 10.000 0.167 Vet = 5.98 30M 33.14 4.31 0.0 10.000 22.695 to 120.0 0.0 0.0 0.0 31M 305.28 0.0207 0.0 10.000 0.207 Vet = 6.71 31M 30.00 4.31 0.0 10.000 22.902 to 120.0 0.0 0.0 0.0 32M 335.28 0.0245 0.0 10.000 0.245 Vet = 7.37 32M 27.29 4.31 0.0 10.000 23.147 to 120.0 0.0 0.0 0.0 33M 362.57 0.0285 0.0 10.000 0.285 Vet = 7.97 33M 25.01 4.31 0.0 10.000 23.432 to 120.0 0.0 0.0 0.0 34M 387.58 0.0321 0.0 10.000 0.321 Vet = 8.52 34M 23.20 4.31 0.0 10.000 23.753 to 120.0 0.0 0.0 0.0 35M 410.78 0.0358 0.0 10.000 0.358 Vet = 9.03 35M 21.85 4.31 0.0 10.000 24.111 to 120.0 0.0 0.0 0.0 36M 432.63 0.0394 0.0 10.000 0.394 Vet = 9.51 36M 21.01 4.31 0.0 8.583 24.505 to 120.0 0.0 0.0 0.0 37M 453.64 0.0430 0.0 8.583 0.369 Vet = 9.98 37M 20.72 4.31 0.0 2.916 24.874 to 120.0 0.0 0.0 0.0 38M 474.36 0.0470 0.0 2.916 0.137 Vet = 10.43 38M 20.77 4.31 0.0 7.416 25.011 to 120.0 0.0 0.0 0.0 39M 495.13 0.0506 0.0 7.416 0.375 Vet = 10.89 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 13 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 39M 21.26 4.31 0.0 11.083 25.386 to 120.0 0.0 0.0 0.0 40M 516.39 0.0547 0.0 11.083 0.606 Vet = 11.36 40M 22.47 4.31 0.0 10.000 25.992 to 120.0 0.0 0.0 0.0 41M 538.86 0.0591 0.0 10.000 0.591 Vet= 11.85 41M 23.94 4.31 0.0 5.660 26.583 to 120.0 0.0 0.0 0.0 42M 562.8 0.0641 0.0 5.660 0.363 Vet = 12.38 0.0 562.80 26.946 K Factor = 108.42 48M 23.30 4.31 0.0 7.000 26.852 to 120.0 0.0 0.0 0.0 47M 23.3 0.0001 0.0 7.000 0.001 Vet = 0.51 47M 23.32 4.31 0.0 5.916 26.853 to 120.0 0.0 0.0 0.0 46M 46.62 0.0007 0.0 5.916 0.004 Vet = 1.03 46M 23.38 4.31 0.0 6.583 26.857 to 120.0 0.0 0.0 0.0 45M 70.0 0.0014 0.0 6.583 0.009 Vet = 1.54 45M 23.56 4.31 0.0 10.000 26.866 to 120.0 0.0 0.0 0.0 44M 93.56 0.0023 0.0 10.000 0.023 Vet = 2.06 44M 23.97 4.31 0.0 10.000 26.889 to 120.0 0.0 0.0 0.0 43M 117.53 0.0035 0.0 10.000 0.035 Vet = 2.58 43M 24.61 4.31 0.0 4.330 26.924 to 120.0 0.0 0.0 0.0 42M 142.14 0.0051 0.0 4.330 0.022 Vet = 3.13 42M 562.80 4.31 T 27.874 15.660 26.946 to 120.0 0.0 27.874 0.0 TOR5 704.94 0.0972 0.0 43.534 4.233 Vet = 15.50 TOR5 0.0 4.31 E 13.937 20.500 31.179 to 120.0 0.0 13.937 8.157 TR2 704.94 0.0973 0.0 34.437 3.349 Vet = 15.50 TR2 0.0 4.31 S 30.661 10.116 42.685 to 120.0 B 16.724 47.385 9.135 * Fixed Loss = 3 BOR 704.94 0.0972 Fsp 0.0 57.501 5.591 Vel = 15.50 0.0 704.94 57.411 K Factor = 93.04 BOR 704.94 6.16 4E 80.336 51.250 57.411 to 140.0 0.0 80.336 0.0 DC1 704.94 0.0128 0.0 131.586 1.690 Vet = 7.59 DC1 0.0 6.09 2E 43.166 10.000 59.101 to 150.0 0.0 43.166 -2.599 DC2 704.94 0.0120 0.0 53.166 0.636 Vet = 7.76 DC2 0.0 6.09 Zfa 0.0 50.083 57.138 to 150.0 E 21.583 135.665 16.814 * Fixed Loss = 14.216 UG1 704.94 0.0120 2F 21.583 185.748 2.220 Vet = 7.76 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 14 West Cost Self Storage Date 02-10-2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 21 92.499 UG1 0.0 6.09 T 46.249 195.500 76.172 to 150.0 0.0 46.249 0.0 SRC 704.94 0.0120 0.0 241.749 2.889 Vel = 7.76 250.00 Qa = 250.00 954.94 79.061 K Factor = 107.40 Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I FIRE SPRINKLER I, MATERIAL DATA I I AS PROVIDED TO: Sept. 07, 2018 I I 15300 AUTOMATIC FIRE SPRINKLERS I FIRE SPRINKLER PRODUCT DATA I FOR: I I I I I I .1 I I EST COAST SELF STORAGE 240' COUGAR PRIVE ARLSBA, CA c12010 As PRESENTED BY: As PRESENTED BY: Serenity Fire Protection 417 S. Associacted Rd. #215 = Brea, CA 92677 Phone: 714-914-1463 Fax: 714-914-1463 MATERIAL DATA FOR: West Cost Self Storage EQUIPMENT & MATERIAL SUBMITTAL TABLE OF CONTENTS SECTION 1 SPRINKLERS SECTION 2 PIPE SECTION 3 FITTINGS SECTION 4 VALVES SECTION 5 HANGERS SECTION 6 ELECTRICAL SECTION 7 MISCELLANEOUS SECTION 8 HYDRAULIC CALCULATIONS I NOTE: PRODUCT DATA SHEETS INCLUDED ARE FOR MATERIALS AND DEVICES INTENDED FOR INSTALLATION. SUBSTITUTIONS MAY BE MADE FOR EQUIVALENT MATERIAL AND DEVICES (i.e. [OR EQUAL]) AT TIME OF PROCUREMENT. ALL MATERIAL AND DEVICES PROVIDED SHALL BE IN ACCORDANCE WITH PROJECT - SPECIFICATIONS UNLESS A SUBSTITUTION HAS BEEN APPROVED. I 1 1 I L] U I I ~lL I [iJ P--Jl I I I I SECTION 1 I I I I $ I I I 'Ii] I SPRINKLER HEADS I I I Page 1 of 6 II(IIS1G®MICROFAST@1 QUICK lsII[s11I1AVA RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 I Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 1 I 1 DESCRIPTION The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small ther- mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Charts. LISTINGS AND APPROVALS CUS cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 60 LPCB Approved: Certificate 096e106 CE Certified: Standard EN 12259-1, certificate of constancy of performance 0832-CPR-S0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) *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 Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C 19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent 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 = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D, 200°F (93 °C) = E, 286°F (141 °C) = G Form No. F_033314 18.06.21 Rev 18.1 Replaces Form No. F_033314 Rev 17.1 (Updated MED approval; added LPCB certificate number) I U I I $ I I 'I Page 2 of 6 MICROFAST® QUICK ® RESPONSE PENDENT N41KJW SPRINKLER VK302 (K5.6) 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com For example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A 1/2" ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC 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. I 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. 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 Sprinkler ....Wrench Flat Clip 1 I Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W/B I I Li I 1 I E Form No. F_033314 18.06.21 Rev 18.1 I I I I Page 3 of 6 MICROFAST® QUICK J IIII*16® RESPONSE PENDENT SPRINKLER VK302 (K5.6) 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' Ordinary 135 °F (57 00) 100 °F (38 00) 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 °C) 150 °F (65 °C) Green High 286 °F (141 00) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 00) 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 com- patible 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 ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers I I I I I I I I I Form No. F_033314 18.06.21 Rev 18.1 Page 4 of 6 MICROFAST® QUICK uiirrJ II(II16i ® III[s1..U'7M RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 I Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) Temperature KEY The Viking Microfasr Quick Response Finish Pendent Sprinkler VK302 A&I Escutcheon (if applicable) Maximum 175 PSI (12 Bar) WWP Base Sprinkler Thread Size Nominal Overall Listings and Approvals' Part SIN I t' e ____ K-Factor Length (Refer also to Design Criteria.) Number' NPT BSP (IS. metric' Inches mm cULus' VdS LPCB CE7 01 12979 VK302 Pendent 1/2" 15 mm 56 80.6 2-1/4 58 A1Z,B1Y,D2,C2X Al A1Z,B1Y D1Z,C1Y D1W 19780 VK302 Pendent 1/2" -- 56 80.6 2-1/4 58 -- -- -- -- -- D3 21354 VK302 Pendent -- 15 mm 5.6 80.6 2-1/4 58 -- -- -- -- -- D3 L.)tL uct Below - Limited Availability (Contact Local Viking I.Jfltj 06662B VK302 I Pendent 1 1/2" 15 mm 5.6 80.6 2-1/4 58 JA1Z,B1YD2,C2XJ -- -- -- -- 18021 VK302 Penden 1 /2"' 1 15 mm 56 80.6 2-1/4 58 AiX, B1Y Al I A1X,B1Y I D1X,C1Y7 I 01W Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135 OF (57 °C), 155°F (68 °C), 175°F 1 - Brass, Chrome, White w- Recessed with the Model F-i Adjustable Escutcheon only (79 °C), 200 OF (93 °C), 286 OF (141 °C) Polyester5'6, Black Polyes- X - Standard surface-mounted escutcheon or the B - 135 OF (57 °C), 155 OF (68 °C), 175 OF ter56 Viking Micromatic Model E-1 Recessed Escutcheon (79 °C), and 200 OF (93 °C) 2 - ENT5 Y - Standard surface-mounted escutcheon or the C - 155 OF (68 °C), 175 OF (79 °C), and 3 - Chrome Viking Microfaste Model F-i Adjustable Escutcheon, or recessed with the Viking Micro- 200 OF (93 °C) matice Model E-1, E-2, or E-3 Recessed Escutcheon O - 155 OF (68 °C), 175 OF (79 °C), 200 OF Z - Standard surface-mounted escutcheon or the (93 °C), 286 OF (141 °C) Viking Microfaste Model F-i Adjustable Escutcheon 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. This 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. cULus Listed as corrosion-resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-50021. MED Certified, Standard EN 12259-1, EC-0832-MED-1003. DESIGN CRITERIA -UL (Also refer to Approval Chart 1 above.) cULus Listina Reauirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is 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 occupancies. 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 Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance 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. I 1 I I I I I 1 I Fli I I rl Form No. F_033314 18.06.21 Rev 18.1 Page 5 of 6 MICROFAST® QUICK ® RESPONSE PENDENT N41KJW*j SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 I Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) r— - Temperature KEY The Viking Microfase Quick Response +— Finish Pendent Sprinkler VK302 AtX*- Escutcheon (If applicable) Maximum 175 PSI (12 Bar) WWP Base Part Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN Style (Refer also to Design Criteria.) NPT BSP U.S. metric' Inches mm 12979 VK302 Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 1 58 A1Z, B1Y, D2X, C2 r.iir. I:!f'j Limited Availability (Contact TII17i Viking Office) 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 I Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface-mounted escutcheon or the A - 135 °F (57 °C), 155 ¶ (68 CC), 175 °F (79 °C), 200 °F Viking Micromatica Model E-1 Recessed (93 °C), 286 F (141 °C) Approved Finishes Escutcheon B - 135 °F (57 CC), 155 °F (68 °C), 175 °F (79 AC), and 1 -Brass, Chrome, White Polyester', Y - Standard surface-mounted escutcheon or the 200 °F (93 °C) and Black Polyester' Viking Microfast® Model F-i Adjustable Escutcheon, C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 AC), 286 2 - ENT5 or recessed with the Viking Micromatic® Model E-1 °F (141 °C) or E-2 Recessed Escutcheon D - 155 °F (68 °C), 175 °F (79 CC), 200 "F (93 "C) Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-i Adjustable Escutcheon 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. This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion proofing for corrosive environments. DESIGN CRITERIA -FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent 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 Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. I I I I I I I I I I I I I I I I Form No. F_033314 18.06.21 Rev 18.1 Page 6 of 6 ® MICROFAST® QUICK si II(IIIG III[s1'7M RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 I Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Ceiling Opening Size: 1/2" . - 2-5/16" (59 mm) minimum (15 mm) 2-1/2" (64 mm) maximum NPT ' I 4 + F1P'11 4 1-1/2" 2-1/4 fr"i Irn] 1-3/4" 2" I1.j[,JI 1(38 mm) (57 mm) ILL,JI (45 mm) (51mm) $ Mm. Installed with a standard Installed with a Microfast Note: At maximum, adapter 1/8" surface-mounted Model F-I Adjustable is exposed 1/2" (13 mm) escutcheon Escutcheon from face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon I I I I I I 1 I 1 1 I Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum I 2-1/8" _ (54 mm) 2-1/8" ._ (54 mm) I (29mm) 2" Mm. (51 mm) Max. 1-1/8" (29 mm) Mm. I Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons I I I Form No. F_033314 18.06.21 Rev 18.1 Replaces Form No. F_033314 Rev 17.1 (Updated MED approval; added LPCB certificate number) I Page 1 of 4 MICROFAST® QUICK "%J II(II1G RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 I Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. - 3. TECHNICAL DATA Specifications: I Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 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: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-3/16" (56 mm) I *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 I Deflector: Brass UNS-C23000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 I Pip Cap and Insert Assembly: Copper UNS-ClI000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) I Order Viking Microfast® Quick Response Upright Sprinkler VK300 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 = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix (°F/°C): 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G I For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench: Part No. 21475M/B (available since 2017) I Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) ' 4. INSTALLATION Refer to appropriate NFPA Installation Standards. I Form No. F_052114 17.10.05 Rev 17.1 Replaces Form No. F_052114 Rev 15.2 (Replaced wrench 10896W/B with 21475M/B) I I I I I Protective Sprir Wrench Flat I Figure 1: Standard Sprinkler Wrench 21475M/B I I Form No. F_052114 17.10.05 Rev 17.1 Page 2 of 4 MICROFAST® QUICK SJ 1(1 FIG SPRINKLER VK300 (K5.6) lslII[s1iUI1If RESPONSE UPRIGHT 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 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 'liking Microfast® Quick Response Upright Sprinkler VK300 is 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. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' 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, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C) 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, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. 1 I I I I I I I I I 1 I I Page 3 of 4 MICROFAST® QUICK NIKJ NG SPRINKLER VK300 (K5.6) l:II[iu,76w6 RESPONSE UPRIGHT 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) Temperature KEY I Finish Mlcrofast® Quick Response 4— Escutdeon (if appIicabIe) Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor I Overall Length Listings and Approvals' SIN I Number 1 I I NPT I BSP I U.S. metric2 Inches mm cULus VdS I LPCB I NYC" 12978 VK300 1/2" 15 mm 5.6 8O.j23/l6 56 Al, B2 Seefootnote7. -- NOTICE - IT Below Limited (Contact Local Viking Office) Product 5.6 06661B VK300 1/2" 115mm 1 80.6 2-3/16 56 1 Al, B2 I See footnote 7.I -- Approved Temperature Ratings Approved Finishes A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200°F (93 °C), and 1 - Brass, Chrome, White Polyester' 6, and Black Polyester55 286°F (141°C) 2- ENT B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 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. 3This 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 us in the U.S. and Canada Other colors are available on request with the same Listings and Approvals as the standard colors. 6 cULus Listed as corrosion resistant. Meets New York City requirements, effective July 1, 2008 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA and City of New York Department of Buildings, MEA 89-92-E, Vol. 16. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance 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_052114 17.10.05 Rev 17.1 I I I I Li I I I I El Li I I I I I I I Page 4 of 4 MICROFAST® QUICK N I I(IIt1G ® RESPONSE UPRIGHT SPRINKLER VK300 (K56) 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) Temperature y Microfast Quick Response EEI (if applicable) Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches 1 mm r 12978 VK300 1/2" 1 15 mm 5.6 80.6 2-3/16 56 Al, B2 'i.)i 7yfl71Below- Availability (Contact Tl 7WI1!V PJiil 06661B VK300 1 1/2" 1 15 mm 1 5.6 80.6 2-3/16 56 { Al, B2 Approved Finishes Approved Temperature Ratings A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200°F (93 °C), and 286°F (141°C) 1 - Brass Chrome White Polyester', and Black P I er °F B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 (141°C) 2 - ENT6 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 FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: The Microfast® Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright 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 Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance 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. I I LI U I I I I Li I I I I I I 17 I Form No. F052114 17.10.05 Rev 17.1 Replaces Form No. F_052114 Rev 15.2 (Replaced wrench 10896W/B with 21475M/B) I Ti H I H I I I I I I U I I I I I I I I Page 1 of 4 MICROFAST® QUICK NIKJNG SPRINKLER VK350 (K8.0) RESPONSE UPRIGHT 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfaste Quick Response Upright Sprinkler VK350 is a small, thermo- sensitive, glass-bulb spray sprinkler available in several different finishes, tempera- ture ratings, and K-Factors to meet design requirements. The special Polyester, and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are listed/approved as as indicated in the Approval Charts. LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV FM Approved: Class Series 2000 [] VdS Approved: Certificates G414017, G414018, G4980020, and G4060054 LPCB Approved: Certificate 096e/03 CE Certified: Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-50021 and EC-certificate of conformity 0786-CPD-40278 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 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: 1/2" NPT, 15 mm BSP, 3/4" NPT, 20 mm BSP Nominal K-Factor: 8.0 U.S. (115.2 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-5/16" (59 mm) *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 Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast® Quick Response Upright Sprinkler VK350 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 = F, White Polyester = M-W, Black Polyester = M-B, and ENT = JN Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK350 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 18259AB Form No. F_033014 18.06.21 Rev 18.2 Replaces Form F_033014 Rev 18.1 (Added MED approval) I I I (59 Nominal Pipe E Engagement 7116" (11 mm) IF Figure 2: Sprinkler Dimensions Figure 1: Sprinkler Wrench Form No. F_033014 18.06.21 Rev 18.2 Page 2 of 4 NIKJNG*MICROFASTO QUICK 11l:II[snu.ywA RESPONSE UPRIGHT SPRINKLER VK350 (K8.0) 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench: Part No. 21475MB (available since 2017) 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® Quick Response Upright Sprinkler VK350 is 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. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature2 Ordinary 135 ¶ (57 C) 100 °F (38 C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 ¶ (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 ¶ (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester and ENT. ENT in all temperature ratings except 135 °F (57 °C) Footnotes 1 The sprinkler temperature rating is stamped on the 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. 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, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. I Li I I L I Li I 11 I I I I I I Page 3 of 4 NIKJNG4 MICROFAST@ QUICK RESPONSE UPRIGHT SPRINKLER VK350 (K8.0) 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) -Tempture KEY Finish Microfast! Quick Response .t"II Estth (t applicable)j Upright Sprinkler VK350 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal Overall Length Listings and Approvals3 (Refer also to Design Criteria.) SIN K-Factor Number 1 NPT BSP U.S. metric' Inches mm cULus4 VdS LPCB CE 01 18257 VK350 3/4" -- 8.0 115.2 2-5/16 59 Al, B2 Al Al B17 Bi 18278 VK350 -- 20 mm 8.0 115.2 2-5/16 59 Al, B2 Al Al B17 Bl 18259 VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 Al, B2 Al -- 1316 -- 20382 VK350 3/4" -- 8.0 115.2 2-5/16 59 -- -- -- -- -- C3 20237 VK350 -- 20 mm 8.0 115.2 2-5/16 59 -- -- -- -- -- C3 NOTICE - Product Below - Limited Availability (Contact Local Viking Office) 06665B VK350 3/4" 1 -- 8.0 1 115.2 2-5/16 59 Al, B2 Al Al B17 Bl -- 14817 VK350 -- 20 mm 80 115.2 2-5/16 59 Al, B2 Al Al B17 Bi -- 06764B9 VK350 1/2" 115 mm 8.0 1 115.2 2-5/16 59 A11,132 Al -- All -- -- Approved Temperature Ratings Approved Finishes A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200°F (93 °C), 1 - Brass, Chrome, White Polyester5'6, and Black Polyester5'6 °F and 286 (141°C) 2 - ENT' B - 155 °F (68 °C), 175°F (79 °C), 200°F (93 °C), and 286 °F (141°C) 3 - Chrome C - 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. cULus Listed as corrosion resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-S0021 and EC-certificate of conformity 0786-CPD-40278. The 1/2" NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. 10 MED Certified, Standard EN 12259-1, EC-certificate 0832-MED-1 003. DESIGN CRITERIA - UL (Also refer to Approval Chart 1) cULus Listinq Requirements: The Microfast® Quick Response Upright Sprinkler VK350 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033014 18.06.21 Rev 18.2 I I I I fl I I I I I I H I I I P1 H I I Page 4 of 4 ® MICROFAST® QUICK NlKjw4j Ze :II[.u.7M RESPONSE UPRIGHT SPRINKLER VK350 (K8.0) 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 Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) .---- Temperature KEY MicrofasV Quick Response Finish (If appUcable) Upright Sprinkler VK350 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches mm 18257 VK350 3/4" -- 8.0 115.2 2-5/16 59 Al, B2 18278 VK350 -- 20 mm 8.0 115.2 1 2-5/16 59 1 Al, B2 18259 VK350 1/2" 15 mm 8.0 115.2 1 2-5/16 59 1 Al, B2 L•)IL 7TP1'l Below Limited V1 U(ThNILocalViking t•Jilf 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 Al, B2 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 Al, B2 06764B5 VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 Al, B2 Approved Finishes Approved Temperature Ratings 1 - Brass, Chrome, White Polyester4, and Black °C), °F °C), °C), °C), A- 135 °F (57 155 (68 175 °F (79 200 °F (93 and 286 °F (141°C) °F °C), °F B - 155 °F (68 °C), 175 °F (79 °C), 200 (93 and 286 (141°C) 2 - 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 FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. 5The 1/2" NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. 6 FM approved as corrosion proofing for corrosive environments. DESIGN CRITERIA -FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: The Microfaste Quick Response Upright Sprinkler VK350 is FM Approved as a quick response Non-Storage upright 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 Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance 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. I I Form No. F_033014 18.06.21 Rev 18.2 Replaces Form F_033014 Rev 18.1 I (Added MED approval) I I I I n LJ Li I I I I I I I [ii I I I I I 1 SECTION 2 F7 I I I I I 1 I I I I PIPE I Li I I ri b I FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. I I I I 10 Pipe I Schedule I now rww am F mmim II maim@w I 1 1.315 1.097 1.41 lbs/ft 91 11/4 1.660 1.442 1.81 lbs/ft 61 11/2 1.900 1.682 2.09 lbs/ft 61 I 2 2 1/2 2.375 2.875 2.157 2.635 2.64 lbs/ft 3.53 lbs/ft 37 30 3 3.500 3.260 4.34 lbs/ft 19 I 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe omwii_sm_~ maiwa@ I II iiiiit @w 1 1.315 1.049 1.68 lbs/ft 70 1/4 1.660 1.380 2.27 lbs/ft 51 I I 11/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 I 2 1/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.026 10.80 lbs/ft 19 I PIPE PREPARATION I For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Chesterfield, MO 63017 contact your salesperson C®US/ q 1819 Clarkson Road For additional information, (800) 325-4467 today at (800) 325-4467 or USTED BUI_L. MOOSE TUBE CCMPANY 8 FAX: (636) 537-2645 (636) 537-2600 in the USA, ______ www.bullrnoosetube.com or from Canada ACCflPAROcompany e-mail: sales@bullmoosetube.com call (800) 882-4666 <i > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 I I Li I I I I The Superior Lightwall Threadable Bull Moose Tube Eddylite is a lightwall threadable pipe manufactured in NIPS 1" through 2". Eddylite is a truly unique product within the fire protection industry. This product has been engineered to provide lower cost fire protection systems without compromising service life, adequate wall thickness, or standard outside diameter. Eddylite is manufactured to meet the requirements of ASTM A135 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters Laboratories (for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less. I I I I I Corrosion Resistance Ratio (CRR) NOMINAL PIPE SRD INSIDE U GUL 1!IL GL!JL BUNDLE SIZE (in DIAMETER (in THREADED 1EDED SIZE 1 1.315 1.137 0.13 7.47 0.41 91 1 1/4 1.660 1.482 0.08 4.79 0.34 61 11/2 1.900 1.712 0.12 4.53 0.37 61 2 2.375 2.177 0.16 4.31 0.36 37 I i Advantages of Bull Moose Tube Eddylite Standard outside diameter, unlike some other lightwall threadable pipe products. I .Lighter in weight than schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASTM Al 35 minimum yield requirements. I .Can be used with standard couplings, fittings, and valves. Freight savings. Lower sprinkler system costs without compromising service life. I .Better hydraulics than schedule 40. . Wall thickness and weight close to schedule 30; compare to other lightwall threadable products with wall thickness less than schedule 10! I I 1819 Clarkson Road For additional information, c® us , Chesterfield, MO 63017 8 (800) 325-4467 BULLMODBETUBECDPdIPANY FAX: (636) 537-2645 contact your salesperson today at (800) 325-4467 or (636) 537-2600 in the USA, or from Canada LISTED _______ www.bullrnoosetube.com AC6Rcompany e-mail: sal es@bullmoosetube.c Ofli call (800) 882-4666 <i > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 I I H A Lightweight Schedule 40 Replacement Pipe I That Has a Corrosion Resistance Ratio of 1.0 I Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: I . Has a Corrosion Resistance Ratio of 1.0 • Has a Pressure Rating of 300 psi • Is Lighter Weight Than Schedule 40 I • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, I . Couplings and Valves • Is Produced From Steel With Excellent Properties of I Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* • Offers Lower Freight Costs I EDDYTHREAD 40 SPECIFICATIONS I I i1[ II II 1 1.461 1.083 70 I I 1/4 2.070 1.418 51 11/2 2.547 1.654 44 I 2 3.308 2.123 30 CORROSION RESISTANCE RATIOS • Famwam@@M c 1 1 1.00 1.00 1 11/4 1.00 1.00 11/2 1.00 1.00 • 2 1.00 1.00 * Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems 1819 Clarkson Road For additional information, (N 6 Chesterfield, MO 63017 contact your salesperson today at C®US/ BU MOOSE BE CONY (800) 325-4467 (800) 325-4467 or (636) 537-2600 LISTED FAX: (636) 537-2645 in the USA, or from Canada _______ www.bullmoosetube.com call (800) 882-4666 A CCAPHRO company e-mail:sales@bullrnoosetube.com <i > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 I 1 17 n SECTION 3 I 1 I I Ii I 1 I FITTINGS I I Li El I I I Ductile Iron Threaded Fittings I I [1 1 I I Li I Li I I I 1 I I I I I Ductile Iron Threaded Fittings I I I I I Specifications <@>branded fittings are UL Listed and FM Approved at 500 psi Rated to 300 psi WSP Ductile iron castings conform to ASTM A536 Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 All fittings are 100% air tested NPT threads on all fittings conform to ASME B1.20.1 C® US LISTED <8> APPROVED Independent lab verification that fittings meet applicable chemical & mechanical properties I • Manufacturing facilities are ISO 9001:2008 and ISO 14001 I • ProPakTM Packaging Temperature Working Pressure, Non-Shock psig Degrees F Class 300 Threaded Fittings -20 to 100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 - 380 500 360 550 340 600 320 650 300 I I I I I - AIA it- ' in. 90' • r Q SCI ProPak System [1 - ,- - APPROVED Fig. 35E 3_900 Elbow LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 35E3004 35E 3006 35E3010 35E3012 35E3014 1.13 100 200 0.2 0.3 1.31 1.50 1.75 70 140 40 80 0.5 25 50 0.8 - 1.94 - 18 36 1.1 35E3020 35E3024 2.25 2.70 10 20 1.8 4 8 3.2 Fig. 35RE3 - 900 Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner Master 3/4x1/2 35RE3006004 1.20 1.22 80 160 0.3 lx 1/2 35RE3010004 1.26 1.36 70 140 0.4 1x 3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4 x1/2 35RE3012004 1.34 1.53 35 70 0.5 1-1/4 x3/4 35RE3012006 1.45 1.63 35 70 0.6 35RE3012010 - 1.58 1.67 -3 0 60 0.7 1-1/2x1/2 35RE3014004 1.52 1.75 30 60 50 - 0.6 0.7 1-1/2x 3/4 35R [30 14006 . 1.52 -1.75 25 - 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2x1/2 35RE3020004 35 RE3020006 35RE3020010 35RE3020012 1.60 1.60 1.97 1 .97 18 18 36 3 6 1.0 1.0 2x 3/4 2 x 1 2x1-1/4 2x1-1/2 1.73 1.90 2.02 2.02 2.10 16 12 32 24 1.2 1.3 35RE3020014 35RE3024014 10 6 20 1.5 2-1/2 x 1-1/2 2.16 _2.16 2.51 12 2.2 2-1/2x2 35RE3024020 2.39 2.60 6 12 2.5 I I I I A Fig. 35F 3450 Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 1 35F 3010 1.13 40 80 0.5 1-1/4 35F3012 1.29 25 50 0.7 1-1/2 35F3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F3024 1.95 1 4 1 8 2.7 Fig. 35T3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 3513004 1.13 80 160 0.3 3/4 35T 3006 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 35T3012 1.75 10 20 1.1 1-1/2 3513014 1.94 10 20 1.5 2 2.25 6 12 2.4 3513020 2-1/2 3513024 2.70 4 8 4.3 I 201 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com B A I I I I 1 I I I C®US<> Fig. 35RT3 - Reducing Tee LISTED APPROVED Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1/2 lx 1/2 1x1/2x1 1 x3/4 1 x3/4x3/4 1x3/4x1 1-1/4 x1/2 1-1/4x1/2x1-1/4 35R13006004 35R13010004 35RT3010004010 35RT3010006 1.20 1.26 1.20 1.26 1.36 1.38 1.31 1.45 1.34 1.53 1.45 1.22 1.36 60 30 30 120 60 0.4 0.6 0.6 1.50 1.38 1.38 1.50 1.50 60 1.45 1.45 1.50 1.53 1.75 25 50 0.6 35RT3010006006 35 25 20 25 15 70 50 40 0.6 35R13010006010 35R13012004 35RT3012004012 35R13012006 0.7 0.8 0.9 0.9 1.0 1.34 1.75 50 1-1/4x3/4 1-1/4x 3/4 x1-1/4 1-1/4x1 1.45 1.62 30 35RT3012006012 1.75 1.62 1.58 1.26 1.75 20 40 35R13012010 35RT3012010004 1.58 1.34 1.67 1.53 15 25 20 30 50 1.0 1-1/4 xlxl/2 0.7 1-1/4 x1x3/4 35RT3012010006 1.45 1.38 1.63 1.69 40 40 0.8 1-1/4x1x1 1-1/4x1x1-1/4 1-1/2x1/2 1-1/2x1/2x1-1/4 1-1/2x1/2x1-1/2 1-1/2x3/4 35R13012010010 1.58 1.50 20 - 0.9 35RT3012010012 35R13014004 35RT3014004012 1.75 1.69 1.75 1.66 1.88 15 16 30 1.0 1.41 1.41 1.56 166 1.52 32 1.0 1.81 24 12 48 1.1 35RT3014004014 1.94 1.94 1.75 24 1.2 35RT3014006 1.52 16 32 1.1 1-1/2x 3/4 x1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2x3/4x1-1/2 1-1/2x 1 35RT3014006014 1.94 1.65 1.44 1.50 1.75 1.65 1.94 1.80 1.69 18 12 36 1.2 35RT3014010 24 40 1.2 1-1/2x1x1/2 1-1/2x1x3/4 35RT3014010004 1.25 20 0.8 35RT3014010006 1.44 1.50 1.67 1.80 1.82 1.34 1.45 1.58 1.75 1.88 1.49 1.60 1.73 2.02 1.90 2.10 2.02 1.41 1.52 1.65 1.82 1.94 1.75 1.80 1.88 1.94 1.88 1.66 1.75 1.80 1.88 1.94 1.88 1.97 2.02 2.25 2.10 2.25 2.16 1.88 1.97 2.02 2.10 2.16 16 32 0.9 1-1/2x1x1 1-1/2x1x1-1/4 1-1/2x1x1-1/2 1-1/2x1-1/4 1-1/2x1-1/4x1/2 1-1/2x1-1/4 x3/4 1-1/2x1-1/4x1 1-1/2x1-1/4x1-1/4 1-1/2x1-1/4x1-1/2 2x1/2 2x 3/4 2 x 1 2x 1 x2 2x1-1/4 2x1-1/4x2 2x1-1/2 2x 1-1/2x 1/2 2x1-1/2x3/4 2x1-1/2x1 2x1-1/2x1-1/4 2x1-1/2x1-1/2 35R13014010010 35RT3014010012 35R13014010014 35RT3014012 35RT3014012004 35RT3014012006 35RT3014012010 35RT3014012012 35RT3014012014 35RT3020004 35RT3020006 35RT3020010 35RT3020010020 35RT3020012 35RT3020012020 35RT3020014 35RT3020014004 35R13020014006 35R13020014010 35RT3020014012 35RT3020014014 1.65 1.82 1.94 1.82 16 12 12 12 32 24 24 24 1.0 1.2 1.3 1.4 0.9 1.0 1.1 1.41 1.52 1.65 1.82 1.94 1.49 1.60 1.73 2.25 1.90 16 16 16 14 14 10 10 8 8 8 32_ 32 32 28 28 20 20 16 16 16 1.3 1.4 1.5 1.6 1.7 1.9 1.9 2.0 2.1 1.3 1.4 1.5 1.7 1.8 2.25 2.02 1.49 1.60 1.73 1.90 2.02 8 8 10 10 8 8 8 16 16 20 20 16 16 1 16 Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4 x 1 35BT3006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1 x 1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1xl-1/2 35813012010014 1.88 1.80 1.82 15 _30-''1.2 1-1!4x1-1/2 35B13012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 35B13012020 2.10 2.10 . 1.90 10 20 1.6 1-1/2x1-1/4x2 35B13014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35B13014020 2.16 2.16 2.02 8 16 1.8 ro L SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 202 Fig. 35HB3 - Hex Bushing Size in Part Number A in B in Packing Weight lb Inner Master 1 x 1/2 1x3/4 35HB3010004 1.06 1.40 180 360 360 180 150 150 80 80 80 0.2 0.1 0.2 35HB3010006 1.06 1.40 180 1-1/4x1 1-1/2x1 35HB3012010 35HB3014010 1.19 1.25 1.80 1.95 1.95 2.55 90 - 75 75 40 0.4 0.3 1-1/2x1-1/4 2 x 1 2 x 1-1/4 2 x 1-1/2 35HB3014012 35HB3020010 35HB3020012 35HB3020014 1.25 1.38 0.6 0.6 - 1.38 1.38 2.55 40 1 40 2.55 0.6 Fig. 35SP3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 - 0.94 600 1200 0.07 350 3/4 35SP3006 1.12 700 0.1 200 1 35SP3010 1.25 400 0.1 1-1/4 35SP3012 1.37 100 200 0.3 1-1/2 35SP3014 1.44 80 160 0.4 2 30 35SP20 1.50 45 90 0.6 Fig. 35U 3- Union with Brass Seat Size in Part Number A in Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 1.2 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 3.12 6 12 2.4 I B U WIA 4fl41u A 'I APED Fig. 35CP3 - Straight Coupling with Ribs LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 350P3004 35CP3006 1.38 1.63 200 100 400 200 0.1 0.2 1 1-1/4 - 1-1/2 2 - 2-1/2 35CP3010 356P3012 350P3014 350P3020 35CP3024 1.75 2.00 60 120 70 50 30 18 0.4 35 0.5 2.19 25 15 0.7 1.2 2.2 2.62 3.00 9 rui EJII Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35R03010004 35RC3010006 1.69 1.69 80 60 160 120 0.3 - 1 x 3/4 0.4 1-1/4x 3/4 35RC3012006 2.06 40 - 80 - 0 2 x 1 (not hex) 35RC3020010 2.81 20 40 1.0 I 203 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com C@US APPROVED Fig. 35X 3- Cross LISTED Size in Part Number A in Packing Weight lb Inner Master 1 35X3010 1.50 20 40 0.9 1-1/4 35X3012 1.75 12 24 1.4 1-1/2 35X3014 1.94 8 16 1.8 2 35X3020 6 12 2.8 2.25 Fig. 35RX3 - Reducing Cross Size in Part Number A in B in Packing Weight I lb I Inner I Master 1-1/4 x1 1-1/2 x 1 35RX3012010 1.67 1.58 1.65 - 15 I 12 30 1.2 I 35RX3014010 -1.80 I 24 1.4 2 x 1 35RX3020010 2.02 1.73 8 ] 16 1 2.0 I I I I I I I I I A A J ,jLELE A A Size in Part Number A in Packing Weight lb Inner Master 1/2 350 3004 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 220 0.2 1 3503010 1.16 110 1-1/4 350301? 1.28 70 140 0.4 100 0.5 1-1/2 35C3014 1.33 50 2 350 3020 1.45 25 50 0.8 2-1/2 3503024 1.70 18 36 1.6 Fig. 35BC3 - Beam Clamp Size in Part Number A in Packing Weight lb Inner Master 3/8 1/2 35B03003 35B03004 0.75 0.75 100 80 200 0.3 0.5 160 I I I I I I I I I $ Fig. 35C 3- Cap SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 204 MOW 0 ii F 7 4 2017 Grooved Catalog www.smithcooper.com - a' it You getift All. Allion one place. / (n It's not just a quality product - it's a quality system Q uality products are not enough. If you want every product to be a quality product, you need a quality system. Every product that is branded with the SO is manufactured to precise standards, and inspected twice. All materials and dimensions are careflully monitored and meet relevant standards, and the whole process complies with ISO 9001 Standards. The SCI Trademark on each product is 100% traceable, because we're 100% responsible. SCI Quality Plus means our 50-year reputation for quality is built right in. The best guarantee you 71 never need T he SCI 5/50 Guarantee says we will replace any pipe, valve or fitting for up to a full five years, when properly installed and operated, if failure is due to defects in material or workmanship. Smith-Cooper will even pay 50 to the installing contractor to offset the cost of installation (please see the SCI Warranty at www.smithcooper.com for details). We think that means we offer the highest quality pipe, valves and fittings available. Quality we stand behind for a full five years. Which makes it just that much easier for you to offer your customers the same high standards of quality and service. And that, in the end, is what we're all here for. The benchmark of packaging & improved logistics Standardized carton sizes. Large wraparound labels. Packaging that's color coded by product line. And - outside of every box - a nice, clean picture of what's inside every box. SCI's Pro Pak System is a big idea that makes it possible for you to cut costs and improve service, simply by making it easier. From shipping and handling to tracking and reordering. And, at the same time, you'll be using your valuable warehouse space much more efficiently. It's all about time. 7Ve understand that time is money which is why everything we do is designed to save you time. From our Quality Plus and Pro Pak systems to our 5/50 Guarantee, Smith-Cooper service adds value to each order you place. With locations on the East and West coasts, Smith-Cooper also offers speedy delivery. Each order is packaged to the exacting standards you have come to expect from us, no matter where it ships. Since we pay more attention to you, you have time to pay more attention to your customers. I I I I 1 I I I Li I I 11 Li n H L I 1 I C(Dus SO LISTED APPROVED QUALITY Manufacturing facility is ISO 9001:2008 Quality inspections both at the overseas factory and our USA warehouses UL Listed & FM Approved - sizes up to 12" SERVICE Dedicated COOPLOKTM customer service staff Timely shipment of orders Faxed confirmation of every order Excellent fill rate ProPakTM System makes products easier to handle and warehouse TRACEABILITY The <@>logo is on all fittings, couplings, bolts, and gaskets Canadian Registration Number (CRN) available at www.smithcooper.com (does not include fabricated fittings) I Li I I I I I I I I AVAILABILITY Stocked in orange paint or hot dipped galvanized Stocked throughout the USA - sizes 1" to 24" PROTECTION USA engineering staff available $7,000,000 product liability insurance Li I I 'I. SCI ProPaWTM System Housing Ductile Iron conforming to ASTM A-536, Grade 6545-12 Coatings Orange paint Hot dipped galvanized conforming to ASTM A-153 Hardware Electroplated track bolts conforming to ASTM A-183 with a minimum tensile strength of 110,000 psi 100/s magnetic particle inspection of each bolt Grade E - EPDM Pre-Lubricated (green stripe): Temperature Range: -30°F (-34°C) to +230°F (+ 110°C) Gaskets Grade T - Nitrile (orange stripe): Temperature Range: -20°F (-29°C) to + 180°F (+82°C) Grade 0- Fluoroelastomer (blue stripe): Temperature Range: +20°F (-6°C) to +300°F (+ 149°C) Grooves Dimensions to AWWA C-606 For Use With 9 IPS Carbon & Stainless Steel Pipe I I Li I I 601 N sisiie it1 INTERNATIONAL GROOVED COUPLINGS, FITTINGS & VALVES TABLE OF CONTENTS Couplings Standard Weight Flexible - 65SF & 66SF.....................................................6-7 Rigid - 655R & 665R ........................................................ 8-9 Light Weight Flexible - 65LF & 66LF................................................10-11 Rigid - 65LR & 66LR...................................................12-13 High Pressure Rigid - 65HP (Nitrile Gasket) ............................................14 Rigid - 65HP-ES (End Shield - Nitrile Gasket)..........15 Reducing & Flange Adapter Reducing - 65RC & 66RC..................................................16 Hinged Flange Adapter - 65FH & 66FH..........................17 Fittings Standard Radius 90° Elbow— 65E &66E......................................................18 45° Elbow - 65F & 66F.......................................................18 221h' Elbow— 65Tr &66TT ............................................. 19 111/4° Elbow— 65EL &66EL .............................................. 19 Tee— 65T & 66T ................................................................. 20 Cross— 65X & 66X .............................................................. 20 Grooved x Flange Adapter - 65FA & 66FA.......................20 Grooved Cap - 65C & 66C ................................................21 Grooved Cap with Center Tap— 65CT ..............................21 Adapter Elbow - 65AE & 66AE........................................21 Reducers Tee-65RT&66RT ............................................................ 22 Tee - Grooved x Male NPT - 65RTT & 66RTT .................. 23 Concentric - 65CR & 66CR...............................................24 Concentric - Grooved x Male NPT - 65CRT & 66CRT......25 Eccentric - 65ER & 66ER..................................................26 Long Radius - 1-Va D 90° Elbow - 65ELR & 66ELR ........................................... 45° Elbow - 65FLR & FLR................................................27 Wve & Lateral True Wye — 65Y & 66Y ....................................................... 28 45° Lateral - 65LY & 66LY.................................................28 Short Radius Short Radius 90° Elbow - 65E5 & 66ES...........................29 Short Radius Tee - 65T5 & 66TS......................................29 Drain Cap — 65DC & 66DC ......................................................... 29 Elbow— 65DE &66DC ...................................................... 29 Branch Outlets Mechanical Tee Grooved - 65MG & 66MG................................................32 NPT - 65MT & 66MT ................................................ 30-31 StrapTee Strap Tee - 65MU & 66MU...............................................33 Valves Grooved End Butterfly Valves Lever Handle - 67BFVGEL & 67BFVGNL....................34 Gear Operator - 65BFVGEG & 67BFVGNG.................34 Low Profile Butterfly Valve - 67LPN..................................35 UL/FM Butterfly Valves Wafer —67BFVWET ........................................................... 36 Grooved - 67BFVGET.......................................................37 Check Valves Grooved Swing Check Valve with Bonnet -67CVO .........35 Grooved Check Valve - 67CV.............................................38 UL/FM Grooved Riser Check Valve - 67CVR..................38 Technical Information Pressure Ratings and End Loads.........................................39 Installation Instructions Couplings..............................................................................40 Hinged Flanged Adapter......................................................41 Mechanical & Strap Tees.....................................................41 UL/FM Grooved & Wafer Butterfly Valves........................42 CheckValves.........................................................................43 Groove Specifications RollGroove...........................................................................44 CutGroove...........................................................................45 End ShielcP Cut and Roll Groove.....................................46 Gasket Information GasketTypes.........................................................................47 Gasket Grades & Applications............................................48 Chemical Services...........................................................49-51 Replacement Parts Replacement Gaskets............................................................52 Replacement Track Bolts & Hex Nuts................................53 Approvals & Warranty MasterSpec® Listing............................................................54 PipeApprovals......................................................................54 Terms & Conditions.............................................................55 Warranty and Limitations of Liability.................................55 SMITH-COOPER INTERNATIONAL® TOLL FREE 1-800-766-0076 FAX (323) 890-4456 www.smithcooper.com I I I I I 1 I I I I I I I Ll I I I I I ci, I c®uS LISTED A I I .rag.ir 0Z UUaX Standard Weight Flexible Coupling with "C" Gasket Maximum working pressure depending on coupling size and schedule of pipe: ito 6°- 1000 psi (68.9 bar) 8 to 12 - 800 psi (55.1 bar) 14 to 20 - 300 psi (20.6 bar) 24° -250 psi (17.2 bar) UL Listed & FM Approved - 1° thru 12 All housings, gaskets and bolts identified by SCI logo Gaskets are Pre-Lubricated Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Gasket Grade I - Nitrile (orange stripe) -20°F (-29°C) to +180°F (+82°C) Gasket Grade 0 - Fluoroelastomer (blue stripe) +20°F (-6°C) to +300°F (+149°C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo "C" Style Gasket Pipe Part Number Pipe OD Max Pipe Dimensions Deflection Number Case Weight A B Size End Gap of in / mm Painted Galvanized in / mm in / mm ni mm in/mm in/mm Degrees Sections Oty lb I kg 1 65SF3010 665F3010 1.315 1/8 2.34 3.94 1.73 2.3 2 26 1.3 25 33.7 3.2 59.5 100.0 44.0 0.6 1-1/4 65SF3012 66SF3012 1.660 1/8 2.70 4.41 1.89 2.1 2 24 2.2 32 42.2 3.2 68.5 112.0 48.0 1.0 1-1/2 65SF3014 665F3014 1.900 1/8 2.93 4.69 1.89 1.9 2 24 2.3 40 48.3 3.2 74.5 119.0 48.0 1.0 2 65SF3020 66SF3020 2.375 1/8 3.48 5.20 1.89 2.0 2 20 2.5 50 60.3 3.2 88.5 132.0 48.0 1.1 2-1/2 655F3024 66SF3024 2.875 1/8 4.04 5.71 1.89 2.3 2 16 3.0 65 73.0 3.2 102.5 145.0 48.0 1.4 3 65SF3030 66SF3030 3.500 1/8 4.63 6.50 1.89 2.0 2 16 3.3 80 88.9 3.2 117.5 165.0 48.0 1.5 4 65SF3040 66SF3040 4.500 1/4 6.00 8.35 2.13 2.2 2 8 6.1 100 114.3 6.4 152.4 212.0 54.0 2.8 5 65SF3050 66SF3050 5.563 1/4 7.07 10.04 2.13 1.8 2 6 8.5 125 141.3 6.4 179.5 255.0 54.0 3.9 6 65SF3060 66SF3060 6.625 1/4 8.31 11.42 2.15 1.6 2 4 10.6 150 168.3 6.4 211.0 290.0 54.5 4.8 8 65SF3080 66SF3080 8.625 1/4 10.35 13.62 2.48 1.4 2 - 16.4 200 219.1 6.4 263.0 346.0 63.0 7.5 10 65SF3100 665F3100 10.750 1/4 12.87 16.61 2.64 1.2 2 - 25.3 250 273.0 6.4 327.0 422.0 67.0 11.5 12 65SF3120 66SF3120 12.750 1/4 14.88 18.66 2.64 1.1 2 - 29.6 300 323.9 6.4 378.0 474.0 67.0 13.4 14 65SF3140 66SF3140 14.000 1/4 15.94 19.96 2.91 1.0 4 - 39.2 350 355.6 6.4 405.0 507.0 74.0 17.8 16 65SF3160 66SF3160 16.000 1/4 17.72 22.01 2.91 0.9 4 - 42.9 400 406.4 6.4 450.0 559.0 74.0 19.5 18 65SF3180 66SF3180 18.000 1/4 20.08 24.53 3.15 0.8 4 - 54.0 450 457.6 6.4 510.0 623.0 80.0 24.5 20 65SF3200 66SF3200 20.000 1/4 22.09 26.57 3.15 0.7 4 - 57.3 500 508.0 6.4 561.0 675.0 80.0 26.0 24 655F3240 66SF3240 24.000 1/4 26.10 30.59 3.15 0.6 6 - 76.9 600 609.6 6.4 663.0 777.0 80.0 34.9 6 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com I I L I I I U I U Fig. 65SF1'PJ & 66SFTRI \ Standard Weight Flexible Coupling with Triple Seal Gasket Maximum working pressure depending on coupling size and schedule of pipe: q - J ito 6-1000 psi (68.9 bar) 8 - 800 psi (55.1 bar) All housinos. aaskets and bolts identified by SCI lone Gasket Grade E - EPDM (green stripe) -30F (-34CC) to +230F (+11 O*C) Other gasket materials available by special order O s Ductile iron housings conform to ASTM A-536 Grade 65-45-12 u • Groove dimensions to AWWA C-606 C ® L US • Finishes: Orange enamel paint LISTED Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the 4' logo APPROVED A Triple Seal Gasket - EPDM 1?] Pipe Part Number Pipe OD Max Pipe Dimensions Deflection Number Case Weight A B C Size End Gap of of Painted Galvanized Degrees Qty in/mm in/mm in/mm in/mm in/mm in/ mm lb / kg 1-1/4 1.660 1/8 2.70 4.41 1.89 2.2 65SFTR13012 66SFTR13012 2.1 2 24 32 42.2 3.2 68.5 112.0 48.0 1 1.0 1-1/2 1.900 1/8 2.93 4.69 1.89 2.3 65SF1R13014 66SFTRl3014 1.9 2 24 40 48.3 3.2 74.5 119.0 48.0 1.0 2 2.375 1/8 3.48 5.20 1.89 2.5 65SFTRl3020 66SFTR13020 2.0 2 20 50 60.3 3.2 88.5 132.0 48.0 1.1 2-1/2 2.875 1/8 4.04 5.71 1.89 3.0 65SFTR13024 66SFRl3024 2.3 2 16 65 73.0 3.2 102.5 145.0 48.0 1.4 3 3.500 1/8 4.63 6.50 1.89 3.3 65SFTRl3030 66SFTR13030 2.0 2 16 80 88.9 3.2 117.5 165.0 48.0 1.5 4 4.500 1/4 6.00 8.35 2.13 6.1 65SFTR13040 66SFTR13040 2.2 2 8 100 114.3 6.4 152.4 212.0 54.0 2.8 5 5.563 1/4 7.07 10.04 2.13 8.5 65SFTR13050 66SFTRl3050 1.8 2 6 125 141.3 6.4 179.5 255.0 54.0 3.9 6 6.625 1/4 8.31 11.42 2.15 10.6 65SFTRl3060 66SFTRl3060 1.6 2 4 150 168.3 6.4 211.0 290.0 54.5 4.8 8 8.625 1/4 10.35 13.62 2.48 16.4 65SFTR13080 66SFTR13080 1.4 2 - 200 219.1 6.4 263.0 346.0 63.0 7.5 Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 7 I I I I I I I I I I I Ii I I I I I Li I I I Ii 'I w I I I 1 I I I I I 24 65SR3240 66SR3240 24.000 1/8 26.14 30.08 3.07 - 69.1 600 609.6 3.2 664.0 764.0 78.0 31. 8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Pipe Part Number Pipe OD Max Pipe Dimensions Number Case Weight A B c Size End Gap of in/mm Painted Galvanized in/mm in/mm in/mm in/mm in/mm Sections lb/ kg 1 65SR3010 66SR3010 1.315 1/16 2.34 3.94 1.73 2 26 1.3 25 33.7 1.6 59.5 100.0 44.0 0.6 1-1/4 65SR3012 66SR3012 1.660 1/16 2.74 4.25 1.85 2 32 1.6 32 42.2 1.6 69.5 108.0 47.0 0.7 1-1/2 65SR3014 66SR3014 1.900 1/16 2.97 4.49 1.85 2 32 1.7 40 48.3 1.6 75.5 114.0 47.0 0.8 2 65SR3020 66SR3020 2.375 1/16 3.48 4.88 1.89 2 24 2.2 50 60.3 1.6 1 88.5 124.0 48.0 1.0 2-1/2 65SR3024 665R3024 2.875 1/16 4.00 4.79 1.89 2 16 2.8 65 73.0 1.6 101.5 147.0 48.0 1.3 3 65SR3030 66SR3030 3.500 1/16 4.59 6.38 1.89 2 16 3.2 80 88.9 1.6 116.5 162.0 48.0 1.4 4 65SR3040 66SR3040 4.500 1/8 5.87 7.72 2.09 2 10 5.0 100 114.3 3.2 149.0 196.0 53.0 ________ 2.2 5 65SR3050 66SR3050 5.563 1/8 6.95 9.29 2.09 2 6 6.7 125 141.3 3.2 176.5 236.0 53.0 3.0 6 65SR3060 665R3060 6. 625 1/8 8.15 10.55 2.09 2 5 8.1 150 168.3 3.2 2070 268.0 53.0 3.7 8 8.625 1/8 10.24 13.23 2.56 2 14.3 200 655R3080 66SR3080 219.1 3.2 260.0 336.0 65.0 - 6.5 10 65SR3100 66SR3100 10.750 1/8 12.71 15.82 2.56 2 - 20.7 250 273.0 3.2 323.0 402.0 65.0 9.4 12 12.750 1/8 14.92 18.03 2.56 2 25.4 300 65SR3120 66SR3120 323.9 3.2 379.0 458.0 65.0 - 11.5 14 65SR3140 66SR3140 14.000 1/8 16.02 19.45 2.87 - 33.5 350 355.6 3.2 407.0 494.0 73.0 15.2 16 65SR3160 66SR3160 16.000 1/8 18.03 21.50 2.87 - 36.9 400 406.4 3.2 458.0 546.0 73.0 1 16.7 18 18.000 1/8 20.16 23.46 2.99 9.4 450 65SR3180 66SR3180 457.6 3.2 512.0 596.0 76.0 - 17.9 20 65SR3200 66SR3200 20.000 1/8 22.13 26.06 3.07 - 53.9 500 508.0 3.2 562.0 662.0 78.0 24.5 Fig. 65SR & 66SR Standard Weight Rigid Coupling with "C" Gasket Maximum working pressure depending on coupling size and schedule of pipe: 1 to 6 - 1000 psi (68.9 bar) 8 - 800 psi (55.1 bar) 10 & 12- 600 psi (41.3 bar) 14 to 20 - 300 psi (20.6 bar) 24 - 250 psi (17.2 bar) UL Listed & FM Approved - 1 thru 12 All housings, gaskets and bolts identified by SCI logo Gaskets are Pre-Lubricated Gasket Grade E - EPDM (green stripe) -30F (-34CC) to +230F (+110CC) Gasket Grade T - Nitrile (orange stripe) -20F (-29CC) to +180F (+82CC) Gasket Grade 0 - Fluoroelastomer (blue stripe) +20°F (-6°C) to +300°F (+149°C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the 4' logo "C" Style Gasket x us C@ LISTED APPPANM Fig. 65SRTRI & 66SRTRI Standard Weight Rigid Coupling with Triple Seal Gasket Maximum working pressure depending on coupling size and schedule of pipe: 1' to 6-1000 psi (68.9 bar) 8' - 800 psi (55.1 bar) All housings, gaskets and bolts identified by SCI logo Gasket Grade E - EPDM (green stripe) -30F (-34t) to +230F (+110CC) Other gasket materials available by special order Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASIM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the 4' logo I I I I F:] I LI Triple Seal Gasket - EPDM Pipe Part Number Max Pipe Dimensions Size Pipe 00 End Gap Number of Case Weight A B C Painted Galvanized Sections Qty in/mm in/mm in/mm in/mm in/mm in/mm lb/ kg 1-1/4 65SRTRl3012 66SR1R13012 1.660 1/16 2.74 4.25 1. 85 2 32 1.6 32 42.2 1.6 69.5 108.0 47.0 0.7 1-1/2 65SRTR13014 66SRTRl3014 1.900 1/16 2.97 4.49 1. 85 2 32 1.7 40 48.3 1.6 75.5 114.0 47.0 0.8 2 65SR1R13020 665RTR13020 375 1/16 2.... 348 488 189 2 24 2.2 50 60.3 1.6 88.5 124.0 48.0 1.0 2-1/2 65SR1R13024 66SR1R13024 2.875 1/16 4.00 4.79 1.89 2 16 2.8 65 73.0 1.6 101.5 147.0 48.0 1.3 3 65SRTRl3030 665RTR13030 3.500 1/16 4.59 6.38 1.89 2 16 3.2 80 88.9 1.6 116.5 162.0 48.0 1.5 4 65SR1R13040 66SRTR13040 4.500 1/8 5.87 7.72 2.09 2 10 5.0 100 114.3 3.2 149.0 196.0 53.0 2.3 5 65SR1R13050 66SRTRl3050 5.563 1/8 6.95 9.29 2.09 2 6 6.7 125 141.3 3.2 176.5 236.0 53.0 30 6 65SRTR13060 66SRTRl3O6O 6.625 1/8 8.15 10.55 2.09 2 5 8.1 150 168.3 3.2 207.0 268.0 53.0 37 8 65SR1R13080 66SR1R13080 8.625 1/8 10.24 13.23 2.56 2 14.3 200 219.1 3.2 260.0 336.0 65.0 - 6.5 Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK"' Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com 9 1 I I I H U I I I <e> APPROVED B 1 I I I I I I 'C Fig. 65LF & 66LF Lightweight Flexible Coupling with "C" Gasket Maximum working pressure 500 psi (34.5 bar) depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gaskets are Pre-Lubricated Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Gasket Grade T - Nitrile (orange stripe) -20°F (-29°C) to +180°F (+82°C) Gasket Grade 0 - Fluoroelastomer (blue stripe) +20°F (-6°C) to +300°F (+149°C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove Dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo E__ "C" Style Gasket Pipe Part Number Pipe OD Max Pipe Dimensions Deflection Case Weight Painted Galvanized A B Size . End Gap Qty in/mm Degrees In/mm in/mm in/mm in/mm in/mm lb/kg 1-1/4 1.660 1/8 2.58 4.09 1.85 1.2 65LF3012 66LF3012 2.1° 24 32 42.2 3.2 65.5 103.9 47.0 0.6 1-1/2 1.900 1/8 2.85 4.37 1.85 1.3 65LF3014 66LF3014 1.9° 36 40 48.3 3.2 72.4 111.0 47.0 0.6 2 2.375 1/8 3.37 4.80 1.85 1.7 65LF3020 66LF3020 2.0° 30 50 60.3 3.2 85.6 121.9 47.0 0.8 2-1/2 2.875 1/8 3.88 5.28 1.85 1.9 65LF3024 66LF3024 2.3° 24 65 73.0 3.2 98.6 134.1 47.0 0.9 3.500 1/8 4.40 5.91 1.85 2.2 65LF3030 66LF3030 2.00 20 80 88.9 3.2 111.8 150.1 47.0 1.0 4 4.500 1/4 5.75 7.44 2.01 3.6 65LF3040 66LF3040 2.2° 10 100 114.3 6.4 146.1 189.0 51.1 1.6 5 5.563 1/4 6.79 9.13 2.01 5.1 65LF3050 66LF3050 1.80 8 125 141.3 6.4 172.5 231.9 51.1 2.3 6 6.625 1/4 7.95 10.31 2.01 6.0 65LF3060 66LF3060 1.60 5 150 168.3 6.4 201.9 261.9 51.1 1 2.7 8 8.625 1/4 10.80 13.07 2.52 10.7 65LF3080 66LF3080 1. 4° 200 219.1 6.4 274.3 332.0 64.0 - 4.8 10 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com - c®uS LISTED <e> APPROVED A B Fig. 65LF1'RI & 66LF1'RI Lightweight Flexible Coupling with Triple Seal Gasket Maximum working pressure 500 psi (34.5 bar) depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the 4f' logo Triple Seal Gasket - EPDM I I I I I 1 I I I I 1 I I I I I I I I Pipe Part Number Pipe OD Max Pipe Dimensions Deflection Case Weight Painted Galvanized A B Size End Gap Degrees Qty in/mm in/mm in/mm in/mm in/mm in/mm lb/ kg 1-1/4 1.660 1/8 2.58 4.09 1.85 1.2 65LFTR13012 66LFTR13012 2.10 36 32 42.2 3.2 65.5 103.9 47.0 0.5 1-1/2 1.900 1/8 2.85 4.37 1.85 1.3 65LFTR13014 66LF1R13014 1.90 36 40 48.3 3.2 72.4 111.0 47.0 0.6 2 2.375 1/8 3.37 4.80 1.85 1.7 65LFTR13020 66LFTR13020 2.00 30 50 60.3 3.2 85.6 121.9 47.0 0.8 2-1/2 2.875 1/8 3.88 5.28 1.85 1.9 65LFTR13024 66LF1R13024 2.30 24 65 73.0 3.2 98.6 134.1 47.0 0.9 3 3.500 1/8 4.40 5.91 1.85 2.2 65LFTR 13030 66LFTRl3030 2.00 20 80 88.9 3.2 111.8 150.1 47.0 1.0 4 4.500 1/4 5.75 7.44 2.01 3.6 65LFTRl3040 66LFTRl3040 2.20 18 100 114.3 6.4 146.1 189.0 51.1 1.6 5 5.563 1/4 6.79 9.13 2.01 5.1 65LFTR13050 661-F-1-1113050 1.8° 12 125 141.3 6.4 172.5 231.9 51.1 2.3 6 6.625 1/4 7.95 10.31 2.01 6.0 65LFTR13060 66LFTR13060 1.60 10 150 168.3 6.4 201.9 261.9 51.1 2.7 8 8.625 1/4 10.80 13.07 2.52 10.7 65LFTRl3080 66LFTR13080 1.4° - 200 219.1 6.4 274.3 332.0 64.0 4.8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 11 LISTED APPROVED Fig. 65LR & 661;R Lightweight Rigid Coupling with "C" Gasket Maximum working pressure 500 psi (34.5 bar) depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gaskets are Pre-Lubricated Gasket Grade E - EPDM (green stripe) -30F (-34CC) to +230F (+11 O'C) Gasket Grade T - Nitrile (orange stripe) -20F (-29CC) to +1 80F (+82CC) Gasket Grade 0 - Fluoroelastomer (blue stripe) +20°F (-6°C) to +300°F (+149°C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo C" Style Gasket Pipe Part Number Pipe OD Max Pipe Dimensions Case Weight A B c Size End Gap Painted Galvanized Qty in/mm in/mm in/mm in/mm in/mm in/mm lb/ kg 1-1/4 1.660 1/16 2.66 4.09 1.85 1.3 65LR3012 66LR3012 24 32 42.2 1.6 67.6 103.9 47.0 0.6 1-1/2 1.900 1/16 2.93 4.37 1.85 1.4 65LR3014 66LR3014 36 40 48.3 1.6 74.4 111.0 47.0 0.6 2 2.375 1/16 3.44 4.80 1.85 1.7 65LR3020 66LR3020 30 50 60.3 1.6 87.4 121.9 47.0 0.8 2-1/2 2.875 1/16 3.96 5.28 1.85 2.0 65LR3024 66LR3024 24 65 73.0 1.6 100.6 134.1 47.0 0.9 3 3.500 1/16 4.55 5.91 1.85 2.2 65LR3030 66LR3030 20 80 88.9 1.6 115.6 150.1 47.0 1.0 4 4.500 1/8 5.83 7.28 2.01 3.4 65LR3040 66LR3040 10 100 114.3 3.2 148.1 184.9 51.1 1.5 5 5.563 1/8 6.87 8.62 2.01 4.4 65LR3050 66LR3050 8 125 141.3 3.2 174.5 218.9 51.1 2.0 6 6.625 1/8 8.03 9.76 2.01 5.4 65LR3060 66LR3060 6 150 168.3 3.2 204.0 247.9 51.1 2.4 8 8.625 1/8 10.16 12.52 2.52 10.5 65LR3080 66LR3080 - 200 219.1 3.2 258.1 318.0 64.0 4.8 12 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com I I 1 I I I I I us LISTED <e> APPROVED Fig. 65LRTRI & 66LRTRI Lightweight Rigid Coupling with Triple Seal Gasket Maximum working pressure 500 psi (34.5 bar) depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Other gasket materials available by special order Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo Triple Seal Gasket - EPDM Pipe Part Number Max Pipe Dimension s Size Pipe OD End Gap Case Weight A B Painted Galvanized C MY in/mm in/mm in/mm in/mm in/mm in/mm lb/kg 1-1/4 1.660 1/16 2.66 4.09 1.85 1.3 65LR1R13012 66LRTR13012 36 32 1 42.2 1.6 67.6 103.9 1 47.0 0.6 1-1/2 1.900 1/16 2.93 4.37 1.85 1.4 65LR1R13014 66LRTR13014 36 40 48.3 1.6 74.4 111.0 47.0 0.6 2 2.375 1/16 3.44 4.80 1.85 1.7 65LRTR13020 66LRTR13020 30 50 60.3 1.6 87.4 121.9 47.0 0.8 2-1/2 2.875 1/16 3.96 5.28 1.85 2.0 65LRTRl3024 66LRTRl3024 24 65 73.0 1.6 100.6 134.1 47.0 0.9 3 3.500 1/16 4.55 5.91 1.85 2.2 65LRTR13030 66LR1R13030 20 80 88.9 1.6 115.6 150.1 47.0 1.0 4 4.500 1/8 5.83 7.28 2.01 3.4 65LRTRl3040 66LR1R13040 18 100 114.3 3.2 148.1 184.9 51.1 1.5 5 5.563 1/8 6.87 8.62 2.01 4.4 65LR1R13050 66LRTR13050 12 125 141.3 3.2 174.5 218.9 51.1 2.0 6 6.625 1/8 8.03 9.76 2.01 5.4 65LRTRl3060 66LRTR13060 10 150 168.3 3.2 204.0 247.9 51.1 2.4 8 8.625 1/8 10.16 12.52 2.52 10.5 65LR1R13080 66LR1R13080 200 219.1 3.2 258.1 318.0 64.0 - 4.8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 13 I Fig. 65HP High Pressure Rigid Coupling with "C" Gasket Maximum working pressure up to 1000 psi depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gasket Grade I - Nitrile (double orange stripe) -207 (-29CC) to +180F (+82'C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finish: Orange enamel paint Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo "C" Style Gasket - Nitrile U ipe Part Number Pipe OD Max Pipe Dimensions Max Working Max End Load* Case Weight A B C Size End Gap Pressure* WY in/mm Painted In/mm in/mm in/mm in/mm in/mm psi /kPa lb/kg lb/kg I 2 2.375 1/8 3.50 5.63 1.89 1000 2950 3.23 50 65HPN3020N 60.3 3.6 89.0 143.0 48.0 6900 1340 15 1.5 3.500 1/8 4.69 7.01 1.89 1000 6600 4.63 l 80 65HPN3030N 88.9 3.6 119.0 178.0 48.0 6900 3000 12 2.1 4 4.500 1/4 5.94 8.70 2.13 1000 11920 8.26 I 65HPN3040N 114.3 6.4 151.0 221.0 54.0 6900 5410 6 3.8 6 6.625 1/4 8.31 11.34 2.28 1000 26000 16.97 150 65HPN3060N 168.3 6.4 211.0 288.0 1 58.0 6900 11800 - 7.5 Li I* Maximum working pressure and maximum end load are determined from all internal and external loads, based on standard weight steel pipe, grooved per Smith-Cooper International (SCI) roll or cut grooved specifications. Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK Grooved Couplings and Fittings. 14 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Fig. 65HP-ES Li I fl I I High Pressure Coupling with End Shield1M Gasket Maximum working pressure up to 2500 psi depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a Minimum tensile strength of 110,000 psi Gasket Grade T - Nitrile (orange stripe) -20°F (-29°C) to +180°F (+82°C) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 May only be used with pipe grooves that match ES Groove specifications. Finish: Black Enamel Paint Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the 4i' logo Extra Heavy "ES" End ShieldTm fittings are available (fabricated steel); Schedule 80, cut grooved Contact Smith-Cooper International for fitting types and sizes. I I I I I rj End Shield T' Gasket - Nitrile I Pipe Part Number Pipe OD Max Pipe Dimensions Max Working Max End Case Weight A B C Size End Gap Pressure* Load* Painted Qty in/mm in/mm in/mm in/mm in/mm in/mm psi /kPa lb/kg lb/kg 2 2.375 3/16 3.50 5.63 1.89 2500 7350 3.3 65HPE53020 15 50 60.3 4.8 89.0 143.0 48.0 17250 3340 1.5 3 3.500 3/16 4.69 7.01 1.89 2500 16500 4.3 65HPES3030 12 80 88.9 4.8 119.0 178.0 48.0 17250 7500 1.9 4 4.500 3/16 5.94 8.70 2.13 2500 28700 7.9 65HPES3040 6 100 114.3 4.8 151.0 221.0 54.0 17250 13000 3.6 6 6.625 1/4 8.31 11.34 2.28 2000 63100 14.8 65HPES3060 - 150 168.3 6.7 211.0 288.0 58.0 13800 28600 6.7 * Maximum working pressure and maximum end load are determined from all internal and external loads, based on standard weight steel pipe, grooved per Smith-Cooper International (SC!) End ShieldTM (ES) Cut Groove Specifications. NOTE: 65HP-ES couplings are not designed for, and cannot be used with, COOPLOK'°°Grooved fittings or 67 Series Grooved Butterfly Valves. Refer to End ShieldTM (ES) Cut Groove Specifications. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 9 www.smithcooper.com 15 I I I I I I c®uS LISTED <FM > APPROVED I I I Fig. 65RC & 66RC Reducing Coupling Maximum working pressure 300 psi (20.7 bar) depending on coupling size and schedule of pipe All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gaskets are Pre-Lubricated Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Gasket Grade I - Nitrile (orange stripe) -20°F (-29°C) to +180°F (+82°C) Other gasket materials available by special order Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the zt' logo Reducing Gasket Pipe Size Part Number Max Pipe Dimensions Deflection Case Weight Painted Galvanized A B End Gap Degrees Wy in/mm in/mm in/mm in/mm in/mm lb/ kg 2x1-1/2 1/8 3.43 4.88 1.85 1.9 65RC3020014 66RC3020014 2.00 26 50x40 3.2 87.1 124.0 47.0 0.9 2-1/2x2 1/8 3.98 5.35 1.85 2.3 65RC3024020 66RC3024020 1.50 22 65x50 3.2 101.1 135.9 47.0 1.0 3 x 2 1/8 4.51 6.34 1.85 3.1 65RC3030020 66RC3030020 1.80 20 80x50 3.2 114.5 161.0 47.0 1.4 3 x 2-1/2 1/8 4.51 6.34 1.85 3.0 65RC3030024 66RC3030024 1.80 20 80x65 3.2 114.5 161.0 47.0 1.3 4 x 2 1/4 5.83 7.52 2.01 4.8 65RC3040020 66RC3040020 1.20 10 100x50 6.4 148.1 191.0 51.1 2.2 4 x 2-1/2 1/4 5.83 7.52 2.01 4.8 65RC3040024 66RC3040024 1.20 10 100x65 6.4 148.1 191.0 51.1 2.2 4 x 3 1/4 5.83 7.52 2.01 4.4 65RC3040030 66RC3040030 1.20 10 100x80 6.4 148.1 191.0 51.1 2.0 6 x 4 1/4 7.99 10.35 2.01 9.0 65RC3060040 66RC3060040 0.90 - 150x100 6.4 202.9 262.9 51.1 4.1 8 x6 1/4 10.12 13.15 2.48 14.6 65RC3080060 66RC3080060 0.80 - 200x 150 6.4 257.0 334.0 63.0 6.6 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com I I I I j I I !6 I I .. .. - c®uS LISTED APPROVED Fig. 65FH & 66FH Hinged Flange Adapter Maximum working pressure 300 psi (20.7 bar) depending on flange size and schedule of pipe 3/8 x 2-3/4 latch bolt included SCI does not provide flange bolts All bolts and gaskets identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gasket Grade E - EPDM (green stripe) -30F (-34'C) to +230F (+11 O*C) Gasket Grade T - Nitrile (orange stripe) -20F (-29CC) to +180F (+82CC) Ductile iron housings conform to ASTM A-536 Grade 65-45-12 Groove dimensions to AWWA C-606 Matches Class 125/150 flange dimensions Finishes: Orange enamel paint Hot dipped galvanized conforming to ASTM A-153 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo Phenolic Flange Ring I I I I I Li I I I Fig. 6SFHR B Phenolic Flange Ring For use when mating to a rubber flange seal or wafer-style butterfly valve 10 • 1/8 thick fabric-reinforced, laminated phenolic Available upon request Pipe Part Number Pipe Dimensions Number Part Number Size OD of Flange Case Weight A B C Phenolic in/mm Painted Galvanized in / mm in /mm in /mm in / mm Bolts lb/ kg Flange Ring 2 2.375 6.00 4.75 0.75 3.6 65FH3020 66FH3020 4 10 65FHR020 50 60.3 152.4 120.7 19.1 1.6 2-1/2 2.875 7.00 5.50 0.88 3.6 65FH3024 66FH3024 4 10 65FHR024 65 73.0 177.8 139.7 22.4 1.6 3 3.500 7.50 6.00 0.94 4.8 65FH3030 66FH3030 4 10 65FHR030 80 88.9 190.5 152.4 23.9 2.2 4 4.500 9.00 7.50 0.94 6.6 65FH3040 66FH3040 8 10 65FHR040 100 114.3 228.6 190.5 23.9 3.0 5 5.563 10.00 8.50 0.94 8.1 65FH3050 66FH3050 8 - 65FHR050 125 141.3 254.0 215.9 23.9 3.7 6 6.625 11.00 9.50 1.00 8.4 65FH3060 66FH3060 8 - 65FHR060 150 168.3 279.4 241.3 25.4 3.8 8 8.625 13.50 11.75 1.12 14.3 65FH3080 66FH3080 8 - 65FHR080 200 219.1 342.9 298.5 28.4 6.5 10 10.750 16.00 14.25 1.19 19.4 65FH3100 66FH3100 12 - 65FHR100 250 273.0 406.4 361.9 30.2 8.0 12 12.750 19.00 17.00 1.25 28.8 65FH3120 66FH3120 12 - 65FHR120 300 323.9 482.6 431.8 31.7 13.0 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 17 I I I I I Li I L I Fig. 65E & 66E 900 Elbow, Standard Radius Ductile Iron - Full Flow UL/FM-1-1/4 to 12 only c®uS LISTED <e> APPROVED I IFig. 65F & 66F 450 Elbow, Standard Radius C®US 1 . Ductile Iron - Full Flow LISTED UL/FM - 1-1/4 to 12 only i APPROVED I r I I Pipe Size Part Number A Case Weight in/mm Painted Galvanized in/mm Uty lb/kg 1-1/4 65E 3012 66E 3012 2.75 50 1.0 32 69.9 0.4 1-1/2 65E 3014 66E 3014 2.75 36 1.2 40 69.9 0.5 2 65E 3020 66E 3020 3.25 20 2.1 50 82.6 0.9 2-1/2 65E 3024 66E 3024 3.75 12 2.7 65 95.3 1.2 3 65E 3030 66E 3030 4.25 8 3.8 80 108.0 1.7 4 65E 3040 66E 3040 5.00 8 7.6 100 127.0 3.4 65E 3050 66E 3050 5.50 10.6 125 139.7 - 4.8 6 65E 3060 66E 3060 6.50 - 15.7 150 165.1 7.1 8 65E 3080 66E 3080 7.75 28.7 200 196.9 - 13.0 10 65E 3100 66E 3100 9.00 - 50.7 250 229.0 23.0 12 65E3120 66E3120 10.00 - 70.1 300 254.0 31.8 14 65E 3140 66E 3140 14.00 - 106.9 350 356.0 48.5 16 65E 3160 66E 3160 16.00 - 158.7 400 406.0 72.0 18" through 24" sizes available upon request. Pipe Size Part Number A Case Weight in/mm in/mm Oty lb/kg Painted Galvanized 1-1/4 65F3012 66F3012 1.75 65 0.7 32 44.5 0.3 1-1/2 65F3014 66F3014 1.75 55 0.8 40 44.5 1 0.4 2 50 65F 3020 66F 3020 2.00 50.8 30 1.5 0.7 2-1/2 65F 3024 66F 3024 2.25 20 2.0 65 57.2 0.9 65F3030 66F3030 2.50 10 2.8 80 63.5 1.3 65F 3040 66F 3040 3.00 6 4.7 100 76.2 1 2.2 65F 3050 66F 3050 3.25 7.5 125 82.6 - 3.4 6 65F 3060 66F 3060 3.50 - 9.8 150 88.9 4.5 8 65F3080 66F 3080 4.25 19.5 200 108.0 - 8.8 10 65F 3100 66F 3100 4.75 30.3 250 121.0 - 13.7 12 65F 3120 66F 3120 5.25 - 42.7 300 133.0 19.4 14 65F3140 66F3140 5.79 - 51.8 350 147.0 23.5 16 65F3160 66F3160 6.61 - 72.7 400 168.0 33.0 18" through 24" sizes available upon request. 1 18 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 9 www.smithcooper.com Fig. 6577 & 6677 22-1/20 Elbow, Standard Radius Ductile Iron - Full Flow (F) Fabricated Steel - Sch40, Cut Groove I I I I c®us LISTED APPR Pipe Size Part Number A Case Weight in / mm in / mm Oty lb / kg Painted Galvanized 1-1/4 651T3012 66TT3012 1.75 85 0.7 32 44.5 0.3 1-1/2 651T3014 66TT3014 1.75 75 0.8 40 44.5 0.4 2 50 651T3020 661T3020 1.88 47.8 30 1.2 0.5 2-1/2 65113024 66113024 2.00 24 1.5 65 50.8 0.7 80 65113030 66113030 2.25 57.2 14 2.3 1.0 100 65113040 66113040 2.62 66.5 16 1 3.8 1.7 125 65113050 66113050 2.88 73.2 - 5.9 2.7 6 150 65113060 66113060 3.12 79.2 - - 8.2 3.7 8 200 65113080 66113080 3.88 98.6 - 16.2 7.3 10 250 65113100F 66113100F 4.38 111.2 - ______ 30.0 13.6 12 300 65TT3120F 66113120F 4.88 123.9 _ 40.0 18.1 14" through 24' sizes available upon request. Pipe Size Part Number A Case Weight in / mm in / mm Wy lb / kg Painted Galvanized 1-1/4 32 65EL3012 ___________ 66EL3012 1.37 34.8 115 ___ 0.6 0.3 1-1/2 40 65EL3014 __________ 66EL3014 1.37 34.8 90 ___ 0.7 0.3 2 50 65EL3020 ___________ 66EL3020 1.37 34.8 60 __ 0.8 0.4 2-1/2 65 65EL3024 _________ 66EL3024 1.50 38.1 36 __ 1.2 0.5 3 80 65EL3030 66EL3030 1.50 38. 1 18 __ 1.6 0.7 4 100 65EL3040 _ 66EL3040 1.75 44.5 24 ___ 2.8 1.3 125 65EL3050 __________ 66EL3050 2.00 50.8 - ___ 4.3 2.0 6 150 65EL3060 ___________ 66EL3060 2.00 50.8 - ___ 5.5 2.5 8 200 65EL3080 66EL3080 2.00 50.8 - ________ 8.3 3.8 10 250 65EL3100F 66EL3100F 2.13 54.1 - ______ 20.0 9.1 12 300 65EL3120F 66EL3120F 2.25 57.1 - 30.0 13.6 Fig. 65EL & 66EL 11-1/4° Elbow, Standard Radius Ductile Iron - Full Flow (F) Fabricated Steel - Sch40, Cut Groove c®us LISTED 14' through 24" sizes available upon request. Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 19 c®uS LISTED Fig. 65T & 66T I Tee, Standard Radius Ductile Iron - Full Flow UL/FM - 1-1/4 to 12" only 1 A i I I c®uS LISTED I Fig. 65X & 66X I Cross, Standard Radius . Ductile Iron - Full Flow . ULJFM - 1-1/4 to 8" only [ I I Pipe Size Part Number A Case Weigflt in/mm in/mm WY lb/kg Painted Galvanized 1-1/4 6513012 6613012 2.75 35 1.4 32 69.9 0.7 1-1/2 6513014 66T3014 2.75 24 1.7 40 69.9 0.8 2 50 65T 3020 6613020 3.25 82.6 15 3.1 1.4 2-1/2 65T3024 6613024 3.75 7 4.1 65 95.3 1.9 3 80 6513030 66T3030 4.25 108.0 10 5.8 2.6 4 651 3040 66T 3040 5.00 10.0 100 127.0 4.5 125 65T3050 6613050 5.50 139.7 - 15.0 6.8 6 65T 3060 6613060 6.50 - 22.3 150 165.1 10.1 8 6513080 66T3080 7.75 - 41.1 200 196.9 18.6 10 6513100 6613100 9.00 - 64.8 250 229.0 29.4 12 65T3120 6613120 10.00 - 90.9 300 254.0 41.2 14 65T3140 6613140 11.00 - 116.8 350 279.0 53.0 16 6513160 66T 3160 12.00 - 145.0 400 305.0 65.9 18" through 24" sizes available upon request. Pipe Size Part Number A Case Weight in / mm in / mm WY lb / kg Painted Galvanized 1-1/4 32 65X 3012 __ 66X 3012 2.75 69.9 20 ___ 1.8 0.8 1-1/2 65X 3014 66X 3014 2.75 16 2.0 40 _ 69.9 0.9 2 50 65X 3020 __ 66X3020 3.25 82.6 20 __ 3.3 1.5 2-1/2 65 65X 3024 _ 66X 3024 10 95.3 ___ 4.9 2.2 3 80 65X 3030 _ 66X 3030 4.25 108.0 7.3 3.3 4 65X 3040 66X 3040 5.00 10.0 100 127.0 4.5 5 65X 3050 66X 3050 5.50 - 15.3 125 139.7 6.9 6 65X 3060 66X 3060 6.50 24.6 150 165.1 - 11.1 8 200 65X 3080 66X 3080 7.75 196.9 - 41.6 18.9 10" through 24" sizes available upon request. Pipe Size Part Number A Case Weight in / mm in / mm OtY lb / kg Painted Galvanized 2 50 65FA3020 66FA3020 4.00 101.6 8 4.0 1.8 2-1/2 65FA3024 66FA3024 4.00 5.4 65 101.6 2.5 80 65FA3030 66FA3030 4.00 101.6 6.4 2.9 4 100 65FA3040 66FA3040 6.00 152.4 - 12.7 5.8 6 150 65FA3060 66FA3060 6.00 152.4 - 19.0 8.6 8 200 65FA3080 66FA3080 6.00 152.4 1 28.8 13.1 10 250 65FA3100F 66FA3100F 8.00 203.2 - 66.0 30.0 12 300 65FA3120F 1 66FA3120F 10.00 254.0 - 97.0 44.1 5" & 14" through 24" sizes available upon request. 20 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com • Fig. 65FA & 66FA Grooved x Flange Adapter C®uS Ductile Iron LISTED UL/FM - 2" to 8" only Matches Class 125/150 flange dimensions Pipe Size Part Number A Case Weight in/mm Painted Galvanized in/mm Wy lb/kg 1-1/4 65C 3012 66C 3012 0.88 200 03 32 22.4 0.1 1-1/2 65C 3014 66C 3014 0.88 140 0.4 40 22.4 0.2 2 65C 3020 6603020 0.88 80 0.6 50 22.4 0.3 2-1/2 650 3024 66C 3024 0.88 60 1.0 65 22.4 0.5 80 65C 3030 660 3030 0.88 22.4 40 1.5 0.7 100 650 3040 66C 3040 1.00 25.4 24 2.6 1.2 125 65C 3050 66C 3050 1.00 25.4 12 4.0 1.8 6 6503060 66C 3060 1.00 10 5.4 150 25.4 2.5 8 200 65C 3080 66C 3080 1.19 30.2 11.5 5.2 10 250 65C 3100 6603100 1.26 32.0 - 7 12 300 65C3120 66C3120 1.26 32.0 - 17~ 3. Fig. 6SCT Grooved Cap with Center Tap Ductile Iron 1/2" NPT outlet 14" through 24" sizes available upon request. i Pipe Size Part Number A Case Weight in/mm in/mm Wy lb/kg Painted 2 65013020004 0.88 80 0.6 50 22.4 0.3 80 65CT3030004 0.88 22.4 40 1.5 0.7 100 650T3040004 1.00 25.4 24 2.6 1.2 6 150 65C13060004 1.00 25.4 10 5.4 2.5 8 206' 65013080004 1.19 30.2 11.5 5.2 c®uS LISTED 1/2 NPT Outlet-- Fipe Size Part Number A B Case Weight in / mm in / mm in / mm Wy lb / kg Painted Galvanized 1-1/4 x 1/2 65AE3012004 66AE3012004 1.38 1.75 90 0.6 32x 15 48.0 44.4 0.3 11/4x3/4 65AE3012006 66AE3012006 1.38 1.75 90 0.6 32 x 20 48.0 1 44.5 0.3 -1/4x1 65AE3012010 66AE3012010 2.02 2.00 75 0.8 32x25 51.3 50.8 0.3 1-1/2 x 1/2 65AE3014004 66AE3014004 1.88 1.75 69 0.6 40x15 48.0 44.4 0.3 1-1/2x3/4 65A E3014006 66AE3014006 1.88 1.75 69 0.7 40x20 48.0 44.4 0.3 -1/2 X 1 65AE3014010 66AE3014010 2.02 2.00 60 0.8 40x25 51.3 1 50.8 0.4 2 x 1/2 65AE3020004 66AE3020004 1.88 1.7545 0.8 50x15 48.0 44.4 0.4 2x3/4 65AE3020006 66AE3020006 1.88 1.7545 0.9 50x20 48.0 44.4 0.4 2 x 1 65AE3020010 66AE3020010 2.02 2.0045 1.0 50x25 51.3 50.8 0.5 2-1/2x1/2 65AE3024004 66AE3024004 1.88 1.97 36 1.0 65x15 48.0 50.0 0.5 2-1/2x3/4 65AE3024006 66AE3024006 1.88 1.97 36 1.1 65 x 20 48.0 50.0 0.5 2-1/2 x 65AE3024010 66AE3024010 2.02 2.00 36 1.2 65x25 543 50.8 0.5 Fig. 65AE & 66AE Adapter Elbow, Grooved x Threaded Ductile Iron - Full Flow Threads meet ASME B1.20.1 c®uS LISTED \W. Fig. 65C & 66C Cap Ductile Iron c®uS LISTED I 1 I I $ I I I I I Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK"" Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 21 I Fig. 65RT & 66RT I Reducing Tee Ductile Iron sizes - Full Flow UL/FM -1-1/2to 8 I .(F) Fabricated steel fittings - Schedule 40, cut grooved Pipe Size Part Number A Weight Painted Galvanized in I mm in / mm lb / kg 1-1/2 x 1-1/4 65RT3014012F 66RT3014012F 2.75 1.7 40x32 70.0 0.8 2x1-1/4 65RT3020012F 66RT3020012F 3.25 2.5 50x32 82.6 1.2 2x1-1/2 65RT3020014 66RT3020014 3.25 2.6 50x40 82.6 1.2 2-1/2 x 1-1/4 65R13024012F 66R13024012F 3.75 4.1 65x32 95.3 1.9 2-1/2 x 1-1/2 65R13024014F 66RT3024014F 3.75 4.5 65x40 95.3 1 2.0 2-1/2x2 65RT3024020 66R13024020 3.75 3.5 65x50 95.3 1.8 3 x 1-1/4 65RT3030012F 66RT3030012F 4.25 6.2 80x32 108.0 2.8 3x1-112 65RT3030014 66RT3030014 4.25 6.1 80x40 108.0 2.8 3 x 2 65R13030020 66R13030020 4.25 6.4 80x50 108.0 2.9 3x2-1/2 65RT3030024 66R13030024 4.25 5.2 80x65 108.0 1 2.3 4 x 1-1/4 65RT3040012F 66R13040012F 5.00 9.7 100x32 127.0 4.4 4x1-1/2 65RT3040014F 66RT3040014F 5.00 10.4 100x40 127.0 4.7 4 x 2 100x50 65R13040020 66RT3040020 5.00 127.0 8.3 3.8 4x2-1/2 65RT3040024 66RT3040024 5.00 7.9 100x65 127.0 1 3.6 4 x 3 65R13040030 66R13040030 5.00 8.1 100x80 127.0 3.7 5 x 1-1/4 65RT3050012F 66RT3050012F 5.50 14.5 125x32 139.7 6.6 5x1-1/2 65R13050014F 66R13050014F 5.50 14.7 125x40 139.7 6.7 5 x 2 65RT3050020F 66RT3050020F 5.50 14.6 125x50 139.7 6.6 5x2-1/2 65R13050024F 66R13050024F 5.50 14.1 125x65 139.7 1 5.9 5 x 3 65RT3050030F 66RT3050030F 5.50 14.7 125x80 139.7 6.2 5 x 4 65R13050040F 66R13050040F 5.50 14.7 126x100 139.7 6.7 6x1-1/4 65RT3060012F 66R13060012F 6.50 21.1 150x32 165.1 9.6 6x1-1/2 65R13060014F 66RT3060014F 6.50 21.2 150x40 165.1 1 9.6 6 x 2 65RT3060020 66R13060020 6.50 21.5 150x50 165.1 9.8 6x2-1/2 65RT3060024 66RT3060024 6.50 19.0 150x65 165.1 8.6 6x3 65RT3060030 66R13060030 6.50 18.5 150x80 165.1 8.4 6 x 4 65RT3060040 66RT3060040 6.50 18.7 150x100 165.1 8.5 1+ A A Pipe Size Part Number A Weight Painted Galvanized in / mm in/mm lb / kg 6 x 5 65R13060050F 66R13060050F 6.50 26.4 150x125 165.1 12.0 8 x 2 65R13080020F 66R13080020F 7.75 38.1 200x50 1 196.9 17.3 8 x 2-1/2 65RT3080024F 66RT3080024F 7.75 38.8 200x65 196.9 17.6 8 x 3 65R13080030 66R13080030 7.75 34.7 200x80 196.9 17.9 8 x 4 65RT3080040 66RT3080040 7.75 34.5 200x100 196.9 15.7 8 x 5 65R13080050 66RT3080050 7.75 40.5 200x125 196.9 18.3 8 x 6 65RT3080060 66R13080060 775 36.4 200x150 196.9 16.5 10x2 65R13100020F 66RT3100020F 9.00 63.5 250x50 ___________ 228.6 28.8 10 2-1/2 65RT3100024F 66RT3100024F 9.00 65.1 250x65 228.6 29.5 lOx 3 65RT3100030F 66R13100030F 9.00 66.4 250 x 80 228.6 30.1 10x4 65R13100040F 66RT3100040F 9.00 68.8 250x100 228.6 24.3 10x5 65R131 00050F 66R13100050F 9.00 71.7 250x 150 228.6 32.5 10x6 65RT3100060 66R13100060 9.00 69.5 250x 150 228.6 31.5 10x8 65RT3100080 66R13100080 9.00 78.2 250 x200 228.6 1 35.4 12 x 2 65RT31 20020F 66RT31 20020F 10.00 84.2 300x50 254.0 38.2 12 x 2-1/2 65R13120024F 66RT3120024F 10.00 85.2 300 x 65 254.0 38.7 12 x 3 65RT3120030F 66R13120030F 10.00 86.1 300x80 254.0 39.1 12 x 4 65RT3120040F 66RT31 20040F 10.00 87.7 300x 100 254.0 39.8 12 x 5 65R13120050F 66R13120050F 10.00 89.6 300 x 125 254.0 40.7 12 x 6 65RT3120060F 66R13120060F 10.00 98.1 300x 150 254.0 1 44.5 12 x 8 65R13120080F 66RT3120080F 10.00 106.1 300x200 254.0 48.1 12x10 65R13120100F 66R131201 00F 10.00 116.0 300 x250 254.0 52.6 14x4 65RT3140040F 66RT3140040F 11.00 109.8 350 x 100 279.4 49.8 14x6 65RT3140060F 66RT3140060F 11.00 117.4 350x 150 279.4 53.2 14 x 8 65RT3140080F 66R13140080F 11.00 126.2 350x200 279.4 1 57.3 14 X 10 65RT3140100F 66RT3140100F 11.00 137.2 350x250 __________ 279.4 62.2' 14x12 65R13140120F I 66R13140120F 11.00 145.6 350x300 279.4 66.0 *Other sizes and configurations available by special order. 22 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com ANUS <>FM LISTED I i I I I I I I I I i I CQPUS <~> LISTFfl APPROVED I I I I Fig. 65R7T & 66RTT Reducing Tee - Grooved x Male NPT (F) Fabricated steel fittings - all sizes Schedule 40, cut grooved UL/FM - 2 to 8 Male NPT threads conform to ASME 131.20.1 Pipe Size Part Number A Weight in/mm Painted Galvanized in/mm lb/kg 2 X 1 65R113020010F 66R113020010F 3.25 2.3 50x25 82.6 1.0 2x1-l/4 65R1T3020012F 66R1T3020012F 3.25 2.5 50x32 82.6 1.1 2 x 1-1/2 65B113020014F 66R113020014F 3.25 2.5 50x40 82.6 1.1 2-1/2 X 1 65R1T3024010F 66R113024010F 375 40 65x25 95.3 1.8 2-1/2 x 1-1/4 65R113024012F 66R1T3024012F 3.75 65 x32 95.3 1.9 2-1/2x1-1/2 65R1T3024014F 66R1T3024014F 3.75 4.5 65x40 95.3 2.0 2-1/2 x 2 65R1T3024020F 66R1T3024020F 3.75 4.5 65x50 95.3 2.0 3 x 1 65RT1303001 OF 66R11303001 OF 4.25 6.0 80x25 108.0 2.7 x 1-1/4 3 3 65R113030012F 66RTT3030012F 4.25 6.2 80x2 108.0 2.8 3 x 1-1/2 65R1T3030014F 66RTT3030014F 4.25 6.3 80x40 108.0 1 2.8 3 x 2 65R113030020F 66R113030020F 4.25 6.8 80x50 108.0 3.1 3 x 2-1/2 65R1T3030024F 66R113030024F 4.25 7.1 80x65 108.0 3.2 4 X 1 65RTT304001OF 66R113040010F 5.00 9.7 100x25 127.0 1 4.3 4x1-1/4 65R113040012F 66RTF3040012F 5.00 9.7 100x32 127.0 4.4 4 x 1-1/2 65R1T3040014F 66R1T3040014F 5.00 10.1 100x40 127.0 4.5 4 x 2 65R1T3040020F 66R1T3040020F 5.00 10.8 100x50 127.0 1 4.9 4 x 2-1/2 65R1T3040024F 66R113040024F 5.00 10.9 100x65 1270 4.9 4 x 3 65R1T3040030F 66R113040030F 5.00 11.5 100x80 1270 5.2 5 x 2 65R113050020F 66R113050020F 5.50 14.4 125x50 139.7 6.5 5 x 2-1/2 65R113050024F 66RT13050024F 5.50 15.1 125x65 139.7 6.8 5 x 3 65R113050030F 66R113050030F 5.50 16.9 125x80 139.7 7.7 5 x 4 65R113050040F 66R1T3050040F 5.50 17.9 125x100 139.7 8.1 6 x 2 65R113060020F 66RTT3060020F 6.50 21.8 150x50 165.1 9.9 6 x 2-1/2 65R1T3060024F 66R113060024F 6.50 22.0 150x65 165.1 20.7 *Other sizes and configurations available by special order. Pipe Size Part Number A Weight Painted Galvanized in/mm in/mm lb/kg 6 x 3 65R113060030F 66R113060030F 6.50 22.0 150x80 165.1 10.0 6 x 4 65R1T3060040F 66RT13060040F 6.50 24.7 150x100 165.1 1 11.2 6 x 5 65RTT3060050F 66R113060050F 6.50 27.8 150x125 165.1 12.6 8 x 2 65RTT3O8002OF 66R113080020F 7.75 37.4 200x50 _ 196.9 17.0 8 x 2-1/2 65R1T3080024F 66R1T3080024F 7.75 38.0 200x65 196.9 17.2 8 X 3 65R1T3080030F 66RT3O8003OF 7.75 38.6 200x80 196.9 175 8 x 4 65R113080040F 66R1T3080040F 775 40.5 200x100 196.9 18.3 8 x 5 65R113080050F 66R1T3080050F 7.75 42.0 200x 125 _ 196.9 19.0 8 x 6 65RTT3080060F 66R113080060F 7.75 51.0 200x150 _ 196.9 23.1 10x2 65RTF3100020F 66RTT310002OF 9.00 61.8 250x50 228.6 28.0 100 65R113100030F 66R113100030F 9.00 63.3 250x80 228.6 28.7 110 4 65R1T3100040F 66R1T3100040F 9.00 64.0 250x 100 228.6 29.0 10x5 65R113100050F 66R113100050F 9.00 65.1 250x 125 228.6 29.5 10 x 6 65R1T3100060F 66R1T3100060F 9.00 64.8 250x 150 228.6 1 24.9 10x8 65R113100080F 66R113100080F 9.00 64.5 250x 200 228.6 29.3 12 x 65R113120030F 66RU3120030F 10.00 84.5 300x80 254.0 38.4 12x4 65R113120040F 66R1T3120040F 10.00 85.7 300x100 254.0 38.9 12x5 65R113120050F 66R113120050F 10.00 87.0 300x 125 254.0 39.5 12x6 65R1T3120060F 66R113120060F 10.00 88.2 300x 150 254.0 40.0 12 x 8 65RU3120080F 66R113120080F 10.00 91.0 300x200 254.0 41.3 12x10 65R113120100F 66R1T3120100F 10.00 94.7 300 x250 254.0 43.0 14 x 8 65R113140080F 66R1T3140080F 11.00 110.0 350 x 200 279.4 50.0 14x10 65R113140100F 66R113140100F 11.00 114.0 350x250 279.4 51.8 14x12 65R113140120F 66R113140 120F 11.0 0 1 117.0 350x300 279.4 53.1 I a I a Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK" Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 9 www.smithcooper.com 23 I Fig. 65CR & 66CR I Concentric Reducer Ductile Iron sizes - Full Flow UL/FM - 2° to 8° I. (F) Fabricated steel fittings - Schedule 40, cut grooved c®uS <> APPRO LISTED VED L Pipe Size Part Number A Weight in / mm Painted Galvanized in / mm lb / kg 2 X 1 50x25 65CR3020010F 66CR3020010F 2.50 64.0 0.8 0.4 2x1-1/4 65CR3020012 66CR3020012 2.50 0.7 50x32 64.0 0.3 x 1-1/2 4 2 65CR3020014 66CR3020014 2.50 0.8 50x0 64.0 0.4 2-1/2 X 1 65CR3024010F 66CR3024010F 2.50 1.0 65x25 64.0 0.5 2-1/2 x 1-1/4 65CR3024012 66CR3024012 2.50 1.1 65x32 64.0 0.50 2-1/2 x 1-1/2 65CR3024014 66CR3024014 2.50 1.0 65x40 64.0 0.5 2-1/2 x 2 65x50 65CR3024020 666R3024020 2.50 64.0 1.1 0.5 3 X 1 80x25 65CR3030010F 66CR3030010F 2.50 64.0 1.3 0.6 3 x 1-1/4 65CR3030012 66CR3030012 2.50 1.4 80x32 64.0 0.6 3 x 1-1/2 65CR3030014 66CR3030014 2.50 1.3 80x40 64.0 0.6 3 x 2 65CR3030020 66CR3030020 2.50 1.3 80x50 64.0 0.6 3 x 2-1/2 65CR3030024 66CR3030024 2.50 1.4 80x65 64.0 0.6 3-1/2x3 65CR3034030F 66CR3034030F 2.50 2.8 90x80 64.0 1.3 4 x 1 100x25 65CR3040010F 66CR3040010F 3.00 76.2 2.1 1.0 4x1-1/4 65CR3040012F 66CR3040012F 3.00 1.7 100x32 76.2 0.8 4 x 1-1/2 65CR3040014 66CR3040014 3.00 2.3 100 x40 76.2 1.0 4 x 2 100x50 65CR3040020 66CR3040020 3.00 76.2 2.3 1.0 4 x 2-1/2 65CR3040024 66CR3040024 3.00 2.5 100x65 76.2 1.0 4 x 3 65CR3040030 66CR3040030 3.00 2.4 100x80 76.2 1.0 4 x 3-1/2 65CR3040034F 66CR3040034F 3.00 2.8 100x90 76.2 1.3 5 x 2 65CR3050020F 66CR3050020F 4.00 2.7 125x50 102.1 1.2 5x2-1/2 65CR3050024F 66CR3050024F 4.00 3.1 125x65 102.1 1.4 5 x 3 65CR3050030 66CR3050030 3.50 3.3 125x80 89.0 1.5 Pipe Size Part Number A Weight in/mm in/mm lb/kg Painted Galvanized 5 x 4 65CR3050040 66CR3050040 3.50 3.7 125x100 89.0 1.7 6 X 1 65CR3060010F 66CR3060010F 4.00 4.1 150x25 102.1 1.9 6x1-112 65CR306001 4F 66CR306001 4F 4.00 4.3 150x40 102.1 2.0 6 x 2 65CR3060020 66CR3060020 4.00 5.5 150x50 102.1 2.5 6 x 2-1/2 65CR3060024 66CR3060024 4.00 5.7 150x65 102.1 2.6 6 x 3 150x80 65CR3060030 66CR3060030 4.00 102.1 5.3 2.4 6 x L 150x100 65CR3060040 66CR3060040 4.00 102.1 5.4 2.5 6 X 5 150x 125 65CR3060050 66CR3060050 4.00 102.1 5.7 2.6 8 x 3 65CR3080030 66CR3080030 5.00 10.5 200x80 127.0 4.8 8 x 4 65CR3080040 66CR3080040 5.0 10.2 200x100 127.0 4.6 8 x 5 65CR3080050 66CR3080050 5.00 10.9 200x125 127.0 5.0 8 x 6 65CR3080060 66CR3080060 5.00 10.6 200x150 127.0 4.8 1O x4 65CR3100040 66CR3100040 6.00 22.0 250x100 152.0 10.0 10x5 250x 125 65CR3100050F 66CR3100050F 6.00 152.0 21.7 9.9 10x6 65CR3100060 66CR3100060 6.00 21.3 250x100 152.0 9.7 lOx 8 65CR3100080 66CR3100080 6.00 20.7 250x 200 152.0 9.4 12 x 6 300 x 150 65CR3120060F 66CR3120060F 7.00 178.0 26.5 12.0 12 x 8 300x200 65CR3120080F 66CR3120080F 7.00 178.0 30.7 14.0 12 X 10 65CR3120100F 66CR3120100F 7.00 32.2 300x250 178.0 14.6 14 x 6 65CR3140060F 66CR3140060F 13.00 94.5 350x 150 330.2 1 43.0 14 x 8 65CR3140080F 66CR3140080F 13.00 100.0 350x200 330.2 45.5 14 X 10 65CR3140100F 66CR3140100F 13.00 107.0 350x250 330.2 48.6 14 x 12 65CR3140120F 66CR3140120F 13.00 113.0 350x300 330.2 51.7 I I I I: i I I I I(F) Fabricated fitting 'A" dimension may differ from other manufacturers products. Other sizes and configurations available by special order. I 24 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Fig. 650?T & 6601T Concentric Reducer Male NPT (F) Fabricated steel fittings - Schedule 40, cut grooved UL/FM - 1-1/2 to 8 Male NPT threads conform to ASME B1.20.1 I i '1 j I I Pipe Size Part Number A Weight Painted Galvanized in/mm in/mm lb/kg 1-1/2 x 65CR13024010F 66CR13024010F 3.75 0.6 65x25 95.3 0.3 2 x 1 65CRT3020010F 660R13020010F 3.75 1.5 50x25 95.3 1 0.7 2 x 1-1/4 65CR13020012F 66CR13020012F 3.75 1.5 50x32 95.3 0.7 2x1-1/2 65CR13020014F 66CR13020014F 3.75 1.5 50x40 95.3 0.7 2-1/2 X 1 65CR13024010F 66CR13024010F 3.75 1.6 65x25 95.3 0.7 2-1/2 x 1-1/4 65CR13024012F 66CR13024012F 3.75 1.6 65x32 95.3 0.7 2-1/2 x 1-1/2 65CR13024014F 66CR13024014F 3.75 1.5 65x40 95.3 0.7 2-1/2 x 2 650R13024020F 66CR13024020F 3.75 1.7 65x50 95.3 0.8 3 X 1 65CR13030010F 66CRT3030010F 3.75 2.6 80x25 95.3 1.1 3 x 1-1/4 65CR13030012F 66CR13030012F 3.75 2.7 80x32 95.3 1.2 3 x 1-1/2 65CR13030014F 66CR13030014F 3.75 2.8 80x40 95.3 1.2 3 x 2 65CR13030020F 66CR13030020F 3.75 2.7 80x50 95.3 1.2 3 x 2-1/2 65CR13030024F 66CR13030024F 3.75 2.5 80x65 95.3 1.1 4 x 1 100x25 65CR1304001 OF 66CR1304001 OF 4.00 102.1 3.6 1.6 4 x 1-1/4 65CR13040012F 66CR13040012F 4.00 3.7 100x32 102.1 1.7 4 x 1-1/2 65CR130400141 66CR13040014F 4.00 3.8 100 x40 102.1 1.7 4 x 2 100x50 65CR13040020F 66CR13040020F 4.00 102.1 3.5 1.6 4 x 2-1/2 65CR13040024F 66CR13040024F 4.00 3.8 100x65 102.1 1.7 4 x 3 65CR13040030F F66CRT304003OF 4.00 4.2 100x80 102.1 1.9 Pipe Size Part Number A Weight Painted Galvanized in/mm in/mm lb/kg 5 x 4 125x100 65CR13050040F 66CR13050040F 4.25 108.0 6.4 2.9 6 x 1 150x25 65CR1306001 OF 66CR1306001 OF 4.25 108.0 7.9 3.6 6 x 1-1/4 65CR13060012F 66CR13060012F 4.25 7.9 150x32 108.0 3.6 6x1-1/2 65CR13060014F 66CR13060014F 4.50 8.1 150x40 112.0 3.7 6 x 2 65CR13060020F 66CR13060020F 4.50 8.7 150x50 112.0 4.0 6 x 3 150x80 65CR13060030F 66CRT306003OF 4.50 112.0 9.9 4.5 6 x 65CR13060040F 66CR13060040F 4.5 0 9.9 150x100 112.0 4.5 6 x 5 150x125 65CRT306005OF 66CR13060050F 4.50 112.0 9.9 1 4.5 8 x 3 65CR13080030F 66CRT308003OF 5.00 14.9 200x80 127.0 6.7 8 x 4 200x100 65CR13080040F 66CR13080040F 5.00 127.0 14.8 6.7 8 x 5 65CR13080050F 66CR13080050F 5.00 15.6 200x 125 127.0 7.0 8 x 6 65CR13080060F 66CR13080060F 5.00 18.9 200x 150 127.0 8.5 1Ox4 250x100 65CR131 00040F 66CRT310004OF 6.00 152.0 31.9 1 14.4 10x5 250x 125 65CR131 00050F 66CRT31 00050F 6.00 152.0 31.0 12.74 10x6 250x150 65CRT310006OF 66CRT310006OF 6.00 152.0 31.9 14.4 10 x 8 250x200 65CRT310008OF 66CR13100080F 6.00 152.0 34.3 15.6 12 x 4 300x100 65CRT3120040F 66CRT3120040F 7.00 178.0 33.8 1 15.4 12 x6 300x150 65CR13120060F 66CR13120060F 7.00 178.0 38.3 17.4 12 x 8 65CR13120080F 66CR13120080F 7.00 41.3 300x200 178.0 18.7 (F) Fabricated fitting "A' dimension may differ from other manufacturers' products. Other sizes and configurations available by special order. Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK" Grooved Couplings and Fittings. I I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 25 1 Fig. 65ER & 66ER Eccentric Reducer (F) Fabricated steel fittings - Full Flow Schedule 40, cut grooved 11/FM-2"to 8 1 I c®uS LISTED \ APPROVED Pipe Size Part Number A Weight Painted Galvanized in / mm in! mm lb / kg 2 x 50x25 65ER3020010F 66ER3020010F 9.00 2286 0.8 0.4 2x1-1/4 65ER3020012F 66ER3020012F 9.00 0.9 50x32 228.6 1 0.4 2 x 1-1/2 65ER3020014F 66ER3020014F 9.00 1.0 50x40 228.6 0.5 2-1/2 x 65ER3024010F 66ER3024010F 9.50 1.0 65x25 241.3 0.5 2-1/2x1-1/4 65ER302401 2F 66ER302401 2F 9.50 1.3 65x32 241.3 0.6 2-1/2 x 1-1/2 65ER3024014F 66ER3024014F 9.50 0.9 65x40 241.3 0.4 2-1/2 x 2 65ER3024020F 66ER3024020F 9.50 1.1 65x50 241.3 0.5 3 x 1 65ER303001 OF 66ER303001 OF 9.50 1.6 80x25 241.3 0.7 3 x 1-1/4 65ER3030012F 66ER3030012F 9.50 1.7 80x32 241.3 0.8 3 x 1-1/2 65ER3030014F 66ER3030014F 9.50 1.2 80x40 241.3 0.5 x 2 0 3 65ER3030020F 66ER3030020F 9.50 1.5 8x50 241.3 0.7 3 x 2-1/2 65ER3030024F 66ER3030024F 9.50 1.5 80x65 241.3 0.7 3-1/2 x 3 65ER3034030F 66ER3034030F 9.50 2.8 90x80 241.3 1.3 4 X 1 65ER3040010F 66ER3040010F 10.00 2.1 100 x25 254.0 1.0 4 x 1-1/4 65ER3040012F 66ER3040012F 10.00 1.7 100x32 254.0 0.8 4x1-1/2 65ER3040014F 66ER3040014F 10.00 1.8 100 x40 254.0 0.8 4 x 2 65ER3040020F 66ER3040020F 10.00 2.0 100x50 254.0 0.9 4 x 2-1/2 65ER3040024F 66ER3040024F 10.00 2.3 100x65 254.0 1.0 4 x 3 65ER3040030F 66ER3040030F 10.00 2.5 100x80 254.0 1.1 4x3-1/2 65ER3040034F 66ER3040034F 10.00 2.8 100x90 254.0 1.3 5 x 2 65ER3050020F 66ER3050020F 11.00 2.7 125x50 279.4 1.2 5 x 2-1/2 65ER3050024F 66ER3050024F 11.00 3.1 125x65 279.4 1.4 5 x 3 65ER3050030F 66ER3050030F 1 11.00 3.3 125x80 279.4 1.5 Pipe Size Part Number A Weight Painted Galvanized in / mm in! mm lb / kg 5 x 4 65ER3050040F 66ER305004OF 11.00 3.8 125x100 279.4 1.7 6 x 1 150x25 65ER306001OF 66ER3060010F 11.50 292.1 1 4.1 1.9 6x1-1/2 65ER3060014F 66ER3060014F 11.50 1 4.3 150x40 292.1 2.0 6 x 2 65ER3060020F 66ER3060020F 11.50 3.8 150x50 292.1 1.7 6x2-1/2 65ER3060024F 66ER3060024F 11.50 5.7 150x65 292.1 2.6 6 x 3 65ER306003OF 66ER3060030F 11.50 4.0 150x80 292.1 1.8 6 x 4 65ER3060040F 66ER3060040F 11.50 7.1 150x100 292.1 1 3.2 6 x 5 150x 125 65ER3060050F 66ER3060050F 11.50 292.1 8.2 3.7 8 x 3 65ER3080030F 66ER3080030F 12.00 8.4 200x80 304.8 3.8 8 x 4 65ER3080040F 66ER3080040F 12.00 8.3 200x100 304.8 3.8 8 X 5 200x 125 65ER3080050F 66ER3080050F 12.00 304.8 9.1 4.1 8 x 6 65ER3080060F 66ER3080060F 12.00 10.0 200x 150 304.8 4.5 10x4 65ER3100040F 66ER3100040F 13.00 14.9 250x 100 330.2 6.8 IOX5 65ER31 00050F 66ER310005OF 13.00 11.0 250 x 125 330.2 5.0 10 x 6 65ER3100060F 66ER3100060F 13.00 14.9 250x150 330.2 6.8 10x8 65ER3100080F 66ER310008OF 13.00 17.3 250x200 330.2 7.8 12 x 6 65ER3120060F 66ER3120060F 14.00 16.3 300x150 355.6 1 7.4 12 x 8 65ER3120080F 66ER3120080F 14.00 19.3 300x 200 355.6 8.8 12x 10 65ER31 201 OOF 66ER31 201 OOF 14.00 23.0 300x250 355.6 10.4 14 x 6 65ER3140060F 66ER3140060F 13.00 96.0 350x 150 330.2 43.5 14 x 8 65ER3140080F 66ER3140080F 13.00 76.6 350x200 330.2 34.7 14 x 10 65ER3140100F 66ER3140100F 13.00 77.6 350 x250 330.2 35.2 14 x 12 65EB3140120F 66ER3140120F 13.00 89.2 350x 300 1 330.2 40.5 I i 1 I i I i I .1 I I (F) Fabricated fitting "A" dimension may differ from other manufacturers' products. Other sizes and configurations available by special order I 26 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com A I I fl I 3D, 5D & 6D Long Radius Fittings available on request. I Fig. 65FLR & 66FLR 450 Long Radius Elbow - 1-1/2 D . (F) Fabricated steel fittings - Full Flow (all sizes) Schedule 40, cut grooved I I Pipe Size Part Number A Weight in / mm Painted Galvanized in I mm lb I kg 1 65ELR301OF 66ELR301OF 3.00 1.2 25 76.0 0.5 1-1/4 65ELR3012F 66ELR3012F 3.88 1.4 32 99.0 1 0.6 1-1/2 65ELR3014F 66ELR3014F 4.25 1.8 40 108.0 0.8 2 65ELR3020F 66ELR3020F 4.38 2.6 50 111.0 1.2 2-1/2 65ELR3024F 66ELR3024F 5.75 5.1 65 146.0 2.3 65ELR3030F 66ELR3030F 5.88 6.6 80 149.0 3.0 65ELR3040F 66ELR3040F 7.50 11.6 100 191.0 5.3 65ELR3050F 66ELR3050F 9.50 20.0 125 241.0 1 9.1 6 65ELR3060F 66ELR3060F 10.75 29.5 150 273.0 13.4 8 65ELR3080F 66ELR3080F 15.00 62.1 200 381.0 28.2 10 65ELR3100F 66ELR3100F 18.00 103.7 250 457.0 47.1 12 65ELR3120F 66ELR3120F 21.00 147.8 300 533.0 1 67.2 14 65ELR3140F 66ELR3140F 21.00 159.0 350 533.0 72.3 16 65ELR3160F 66ELR3160F 24.00 211.0 400 610.0 95.9 18 65ELR3180F 66ELR3180F 27.00 269.0 450 686.0 122.3 20 65ELR3200F 66ELR3200F 32.00 332.0 500 813.0 150.9 24 65ELR3240F 66ELR3240F 36.00 470.0 600 914.0 213.6 Pipe Size Part Number A Weight Painted Galvanized in/ mm in / mm lb / kg 1 25 65FLR3O1OF 66FLR3O1OF 2.50 64.0 0.9 0.4 1-1/4 32 65FLR3012F 66FLR3012F 2.50 64.0 1 1.1 0.5 1-1/2 65FLR3014F 66FLR3014F 2.50 1.3 40 64.0 0.6 2 65FLR3020F 66FLR3020F 2.75 2.2 50 70.0 1.0 2-1/2 65FLR3024F 66FLR3024F 3.00 3.4 65 76.0 1.5 65FLR3030F 66FLR3030F 3.38 5.2 80 86.0 2.4 100 65FLR3040F 66FLR3040F 4.00 102.0 10.0 4.5 65FLR3050F 66FLR3050F 5.00 13.2 125 127.0 6.0 6 65FLR3060F 66FLR3060F 5.50 18.1 150 140.0 8.2 8 65FLR3080F 66FLR3080F 7.25 35.0 200 184.0 15.9 10 65FLR3100F 66FLR3100F 8.50 59.0 250 216.0 26.8 12 65FLR3120F 66FLR3120F 10.00 102.0 300 254.0 46.4 14 65FLR3140F 66FLR3140F 8.75 122.0 350 222.0 55.5 16 65FLR3160F 66FLR3160F 10.00 134.0 400 254.0 60.9 18 65FLR3180F 66FLR3180F 11.25 133.0 450 286.0 60.5 20 65FLR3200F 66FLR3200F 12.50 165.0 500 318.0 24 65FLR3240F 66FLR3240F 15.00 75. .0 0 237 600 1 381.0 107.7 Fj Fig. 65ELR & 66ELR 900 Long Radius Elbow - 1-1/2 D . (F) Fabricated steel fittings - Full Flow (all sizes) Schedule 40, cut grooved SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 27 I I U I I LE I Fig. 65Y& 66Y f0 (F rue Wye ) Fabricated steel fittings - all sizes Schedule 40, cut grooved I Pipe Size Part Number LE SE Weight Painted Galvanized in / mm in / mm in I mm lb / kg 1 65Y3010F 66Y3010F 2.75 2.50 r 1.0 25 70.0 64.0 0.5 1-1/4 65Y3012F 66Y3012F 2.75 2.50 1.5 32 70.0 1 64.0 0.7 1-1/2 65Y3014F 66Y3014F 2.75 2.75 1.8 40 70.0 70.0 0.8 2 65Y3020F 66Y3020F 3.25 2.75 2.4 50 83.0 70.0 1.1 2-1/2 65Y3024F 66Y3024F 3.75 3.00 4.9 65 95.0 76.0 2.2 65Y3030F 66Y3030F 4.25 3.25 1 5.9 80 108.0 83.0 2.8 4 65Y3040F 66Y3040F 5.00 3.75 10.2 100 127.0 95.0 4.5 65Y3050F 66Y3050F 5.50 4.00 14.7 125 140.0 102.0 1 6.8 6 65Y3060F 66Y3060F 6.50 4.50 20.2 150 165.0 114.0 9.2 8 65Y3080F 66Y3080F 7.75 6.00 34.5 200 197.0 152.0 15.7 10 65Y3100F 66Y3100F 9.00 6.50 48.0 250 229.0 165.0 21.8 12 65Y3120F 66Y3120F 10.00 7.00 84.8 300 254.0 178.0 38.5 14 65Y3140F 66Y3140F 11.00 7.50 101.0 350 279.0 191.0 45.9 16 65Y3160F 66Y3160F 12.00 8.00 125.0 400 305.0 203.0 56.8 18 65Y3180F 66Y3180F 15.50 8.50 180.0 450 394.0 1 216.0 81.8 20 65Y3200F 66Y3200F 17.25 9.00 217.0 500 438.0 229.0 98.6 24 65Y3240F 66Y3240F 20.00 10.00 298.0 i 600 508.0 254.0 135.5 Fig. 65LY & 66LY 450 Lateral (F) Fabricated steel fittings - all sizes Schedule 40, cut grooved Pipe Size Part Number LE SE Weight Painted Galvanized in/mm in/mm in/mm lb/kg 1 65LY3010F 66LY3010F 5.00 2.25 1.5 25 __________ 127.0 57.0 0.7 1-1/4 65LY3012F 66LY3012F 5.75 2.50 2.2 32 146.0 64.0 1.0 1-1/2 65LY3014F 66LY3014F 6.25 2.75 3.2 40 __________ __________ 159.0 70.0 1.5 2 65LY3020F 66LY3020F 7.00 2.75 4.4 50 178.0 70.0 2.0 2-1/2 65LY3024F 66LY3024F 7.75 3.00 9.8 65 197.0 1 76.0 4.5 65LY3030F 66LY3030F 8.50 3.25 11.0 80 __________ __________ 216.0 83.0 5.0 65LY3040F 66LY3040F 10.50 3.75 18.0 100 267 95.0 8.2 65LY3050F 66LY3050F 12.50 4.00 28.5 125 __________ __________ 318.0 102.0 13.0 6 65LY3060F 66LY3060F 14.00 4.50 39.0 150 356.0 114.0 17.7 8 65LY3080F 66LY3080F 18.00 6.00 81.8 200 __________ 457.0 152.0 37.2 10 65LY3100F 66LY3100F 20.50 6.50 127.0 250 ___________ 521.0 165.0 57.7 12 65LY3120F 66LY3120F 23.00 7.00 157.0 300 584.0 178.0 71.4 14 65LY3140F 66LY3140F 26.50 7.50 201.0 350 673.0 191.0 91.4 16 65LY3160F 66LY3160F 29.00 8.00 340.0 400 737.0 203.0 154.5 18 65LY3180F 66LY3180F 32.00 8.50 420.0 450 _ 813.0 216.0 190.9 20 65LY3200F 66LY3200F 35.00 9.00 515.0 500 889.0 229.0 1 234.1 24 65LY3240F 66LY3240F 40.00 10.00 930.0 600 1016.0 254.0 422.7 28 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com Fig. 65ES & 66ES 900 Elbow, Short Radius . Ductile Iron - Full Flow Fig. 65TS & 66TS Tee, Short Radius . Ductile Iron - Full Flow Fig. 65DC & 66DC Drain Cap Ductile Iron 1"NPldrain I 1 I I I I I I c®us <e> LISTED APPROVED c®US <e> LISTED APPROVED A- c®uS <e> LISTED APPROVED NPT DRAIN A-1 Pipe Size Part Number A Case Weight Painted Galvanized in/mm in/mm WY lb/kg 2 65ES3020 66ES3020 2.75 26 1.5 50 69.9 0.7 2-1/2 65ES3024 66ES3024 300 16 2.0 65 1 76.2 0.9 65ES3030 66ES3030 3.38 20 2.9 80 85.9 1.3 4 100 65ES3040 66ES3040 4.00 101.6 12 4.6 2.1 6 65ES3060 66ES3060 5.50 - 11.4 150 __ __________ 139.7 5.2 8 65ES3080 66ES3080 6.81 - 22.7 200 173.0 10.3 Pipe Size Part Number A Case Weight in / mm in / mm Wy lb / kg Painted Galvanized 2 651S3020 661S3020 2.75 16 2.1 50 69.9 0.9 2-1/2 65TS3024 661S3024 3.00 12 2.8 65 76.2 1.3 80 651S3030 66TS3030 3.38 85.9 12 4.1 1.9 651S3040 661S3040 4.00 8 6.6 100 101.6 3.0 6 651S3060 66TS3060 5.50 - 11.1 150 1 139.7 1 8 65TS3080 66TS3080 6.94 16.8 200 176.3 Pipe Size Part Number A Case Weight in / mm Painted Galvanized in / mm Wy lb / kg 2 50 650C3020 _ 66DC3020 0.88 22.4 80 0.7 0.3 2-1/2 65DC3024 660C3024 0.88 60 0.8 65 _ 22.4 __ 0.4 80 65DC3030 _ 660C3030 0.88 22.4 40 __ 1.3 0.6 650C3040 6610040100 _ 1.00 25.4 24 ___ 2.1 0.9 125 65DC3050 _ 66DC3050 1.00 25.4 12 __ 3.5 1.6 6 150 650C3060 _ 66DC3060 1.00 25.4 10 ________ 2.2 8 200 650C3080 66DC3080 1.20 30.5 10.1 @ us <e> LISTED APPROVED -BI 1NPTDRAIN Fig. 65DE & 66DE Drain Elbow - Standard Radius Ductile Iron - Full Flow 1"NPldrain Pipe Size Part Number A B C Case Weight in / mm in/mm in / mm in / mm Wy lb / kg Painted Galvanized 2 65DE3020 66DE3020 3.25 2.76 1.30 20 1.8 50 82.6 70.0 33.0 0.8 2-1/2 650E3024 660E3024 315 216 1.6812 2.6 65 1 95.3 1 70.0 42.7 1 1.2 65DE3030 66DE3030 4.25 216 210 15 3.7 80 108.0 70.0 53.3 1.7 650E3040 660E3040 5.00 216 2.60 5.9 100 127.0 70.0 66.0 2.7 6 65DE3060 660E3060 50 76 65 13.9 150 165.1 70.0 92.7 6.3 8 65DE3080 66DE3080 75 1 76 57 200 1969 70.0 116.1 12.1 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 29 Fig. 65MT & 66MT Mechanical Tee, NPT Q . Maximum working pressure 500 psi (34.5 bar) depending on size and schedule of pipe C@ ® L US • ASME B1.20.1 NPT Threads LISTED • Equivalent length in feet of Schedule 40 outlet pipe with a Hazen-Williams coefficient of 120 per UL 213 FM • All housings, gaskets and bolts identified by SCI logo APPFKWW • 100% Magnetic Particle inspection of each Bolt Each bolt has a minimum tensile strength of 110,000 psi Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Ductile iron housings conform to ASTM A-536 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the logo I I I L Size Part Number Hole Diameter ___Dimensions Equivalent I Run x Branch +1/8,-0/+3.2,-0 Length in Case Weight A B C Painted Galvanized ON in/mm in/mm in/mm in/mm in/mm Feet lb/kg • 2 x 1/2 65MT3020004 66MT3020004 1-1/2 2.50 4.96 2.80 - 24 2.0 50x 15 38 64.0 126.0 71.1 0.9 2x3/4 65M13020006 66MT3020006 1-1/2 2.50 4.96 2.80 24 2.0 50x20 38 64.0 126.0 71.1 - 0.9 2 x 65MT3020010 66MT3020010 1-1/2 2.50 4.96 2.80 2 24 2.1 50x25 38 64.0 126.0 71.1 1.0 2x1-1/4 65MT3020012 66M13020012 1-3/4 2.80 4.96 2.80 4 24 2.2 50x32 45 70.1 126.0 71.1 1.0 I 2 x 1-1/2 65MT3020014 66MT3020014 1-3/4 2.80 4.96 2.87 9 24 2.2 50x40 45 701 126.0 72.9 1.0 2-1/2 x 1/2 65MT3024004 66M13024004 1-1/2 2.80 5.20 2.80 24 2.2 65x15 38 70.1 132.1 71.1 - 1.0 I - 2-1/2 x 3/4 1-1/2 2.80 5.20 2.80 2.4 65MT3024006 66MT3024006 - 24 65x20 38 70.1 132.1 71.1 11 2-1/2 x 1 65MT3024010 66MT3024010 1-1/2 2.80 5.20 2.80 2 20 2.6 65x25 38 70.1 132.1 71.1 1.2 I 2-1/2x1-1/4 65MT3024012 66MT3024012 1-3/4 3.00 5.20 3.03 4 20 2.8 65x32 45 75.9 132.1 77.0 1.3 I 2-1/2x1-1/2 65x40 65M13024014 66MT3024014 2 51 3.00 75.9 5.20 132.1 3.27 83.1 9 20 3.0 1.4 3 x 1 65MT3030010 66MT3030010 1-1/2 3.10 5.91 2.80 2 10 2.6 80x25 38 78.0 150.1 71.1 1.2 I 3x1-1/4 80x32 65M13030012 66MT3030012 1-3/4 45 3.27 83.1 5.91 150.1 3.03 77.0 4 8 2.9 1.3 3 x 1-1/2 65MT3030014 66MT3030014 2 50 391 . 5 . . 327 3 8 3.1 80x40 51 88.9 150.1 83.1 1.4 - 3 x 2 65M13030020 66MT3030020 2-1/2 3.50 5.91 3.78 5 12 3.5 I 80x50 64 88.9 150.1 96.0 1.6 4 x 1 1-1/2 3.54 7.09 2.80 3.0 100x25 65MT3040010 66MT3040010 38 89.9 180.1 71.1 2 16 1.3 I x 1-1/4 65MT3040012 66MT3040012 1-3/4 3.78 7.09 3.03 14 3.2 100x32 45 96.0 180.1 77.0 1.4 4 xl -1/2 65MT3040014 66MT3040014 2 . 402 7.09 3.27 3 14 3.4 100x40 51 102.1 180.1 83.1 1.6 LI 30 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com i Fig. 65MT & 66MT Mechanical Tee, NPT Maximum working pressure 500 psi (34.5 bar) depending on size and schedule of pipe ASMEB1.20.1 NPlthreads Equivalent length in feet of schedule 40 outlet pipe with a Hazen-Williams coefficient of 120 per UL 213 All housings, gaskets and bolts identified by SCI logo 100% magnetic particle inspection of each bolt Each bolt has a minimum tensile strength of 110,000 psi Gasket Grade E - EPDM (green stripe) -30F (-34CC) to +230F (+110CC) Ductile iron housings conform to ASTM A-536 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <@> logo I I i I I I Size Part Number Hole Diameter __ Dimensions_______ Equivalent Case Weight Painted Galvanized A B C Run x Branch +1 /8, -01+3.2, -0 Length in Qty in/mm in/mm in/mm in/mm in/mm Feet lb/ kg 4 x 2 2-1/2 4.02 7.24 3.94 5 8 4.4 100x50 65MT3040020 66M13040020 64 102.1 183.9 100.1 2.0 4 x 2-1/2 2-3/4 4.02 7.24 4.21 11 8 4.9 100x65 65MT3040024 66MT3040024 70 102.1 183.9 106.9 2.2 4 x 3 65M13040030 66M13040030 3-1/2 4.53 7.24 4.76 13 6 6.1 100x80 89 115.1 183.9 120.9 2.8 5x1-1/4 65M13050012 66M13050012 1-3/4 4.76 7.99 3.03 4 8 4.1 125x32 45 120.9 202.9 1 77.0 1.9 5 x 1-1/2 65M13050014 66MT3050014 2 . 476 7.99 3.27 3 8 4.2 125x40 51 120.9 202.9 83.1 1.9 5 x 2 2-1/2 4.76 8.66 3.94 5 6 6.0 125x50 65M13050020 66MT3050020 64 120.9 220.0 100.1 2.7 5 x 2-1/2 2-3/4 4.76 8.66 4.21 11 6 6.6 125x65 65MT3050024 66M13050024 70 120.9 220.0 1 106.9 3.0 5 x 3 65M13050030 66MT3050030 3-1/2 5.00 8.66 4.92 13 4 7.5 125x80 89 127.0 220.0 125.0 3.4 6 x 1-1/4 65M13060012 66M13060012 1-3/4 5.12 9.13 3.03 4 8 4.4 150x32 45 130.0 231.9 77.0 2.0 6 x 1-1/2 65MT3060014 66M13060014 2 . 512 9.13 3.27 3 8 4.5 150x40 51 130.0 231.9 83.1 2.0 6 x 2 2-1/2 5.12 9.76 3.94 5 6 6.5 150x50 65MT3060020 66M13060020 64 130.0 247.9 100.1 3.0 6x2-1/2 65MT3060024 66M13060024 2-3/4 5.12 9.76 4.21 11 6 6.8 150x65 70 130.0 247.9 106.9 3.1 6 x 3 65M13060030 66MT3060030 3-1/2 5.51 9.76 4.92 13 4 7.9 150x80 89 140.0 247.9 125.0 3.6 6x4 65MT3060040 66MT3060040 4-1/2 5.75 9.76 5.91 15 3 9.6 150x 100 114 146.1 247.9 150.1 4.4 8 x 2 2-1/2 6.26 11.81 3.94 5 4 8.2 200x50 65M13080020 66M13080020 64 159.0 300.0 100.1 3.7 8x2-1/2 65MT3080024 66M13080024 2-3/4 6.26 11.81 4.21 11 3 8.6 200x65 70 159.0 300.0 106.9 3.9 8 x 3 65MT3080030 66M13080030 3-1/2 6.50 11.81 4.92 13 3 9.3 200x80 89 165.1 300.0 125.0 4.2 8x4 65MT3080040 66M13080040 4-1/2 6.73 11.81 5.91 15 2 10.7 200x 100 114 170.9 300.0 150.1 4.9 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 31 a i I I I I I I Fig. 65MG & 66MG Mechanical Tee, Grooved Maximum working pressure 500 psi (34.5 bar) depending on size and schedule of pipe Equivalent length in feet of schedule 40 outlet pipe with a Hazen-Williams coefficient of 120 per UL 213 All housings, gaskets and bolts identified by SCI logo Gasket Grade E - EPDM (green stripe) -30F (-34CC) to +230F (+110CC) Ductile iron housings conform to ASTM A-536 Groove dimensions to AWWA C-606 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the 4f' logo I I I I cus LISTED 2 Size Part Number Hole Diameter ___Dimensions Equivalent Run x Branch +1/8, -0/+3.2, -0 Length in Case Weight A B C Painted Galvanized Qty in/mm in/mm in/mm in/mm in/mm Feet lb/ kg 3 x 1-1/4 65MG3030012 66MG3030012 1-3/4 3.50 5.90 3.03 4 10 3.0 80x32 45 89.9 150.1 77.0 1.4 3 x 1-1/2 65MG3030014 66MG3030014 2 . 50 390 5 . . 330 3 8 3.1 80x40 51 89.9 150.1 83.1 1.4 3 x 2 65MG3030020 66MG3030020 2-1/2 3.50 5.90 3.80 5 12 3.6 80x50 64 89.9 150.1 96.0 1.6 4x1-1/4 65MG3040012 66MG3040012 1-3/4 4.00 7.10 3.03 4 16 3:2 100x40 45 102.1 180.1 77.0 1.4 4 x 1-1/2 65MG3040014 66MG3040014 2 . 410 00 7 . . 330 3 14 4.3 100x40 51 102.1 180.1 83.1 1.9 4 x 2 65MG3040020 66MG3040020 2-1/2 4.02 7.24 3.94 5 8 4.4 100x50 64 102.1 183.9 100.1 2.0 4 x 2-1/2 65MG3040024 66MG3040024 2-3/4 4.02 7.24 4.21 11 8 4.9 100 x 65 70 102.1 183.9 2.2 106.9 4 x 3 65MG3040030 66MG3040030 3-1/2 4.53 7.24 4.76 13 8 6.1 100x80 89 115.1 183.9 120.9 2.8 5 x 1-1/2 65MG3050014 66MG3050014 2 476 . 7.99 3.27 3 8 4.2 125x40 51 120.9 202.9 83.1 1.9 5 x 2 65MG3050020 66MG3050020 2-1/2 4.76 8.66 3.94 5 6 6.0 125x50 64 120.9 220.0 100.1 2.7 5 x 2-1/2 65MG3050024 66MG3050024 2-3/4 4.76 8.66 4.21 11 6 6.6 125x65 70 120.9 220.0 106.9 3.0 5 x 3 65MG3050030 66MG3050030 3-1/2 5.00 8.66 4.92 13 6 7.5 125x80 89 127.0 220.0 125.0 3.4 6 x 1-1/4 65MG3060012 66MG3060012 1-3/4 5.12 9.13 3.03 4 8 4.4 150x32 45 130.0 231.9 77.0 2.0 6x1-1/2 65MG3060014 66MG3060014 2 12 . 513 9 . . 327 3 8 4.5 150x40 51 130.0 231.9 83.1 2.0 6 x 2 65MG3060020 66MG3060020 2-1/2 5.12 9.76 3.94 5 6 6.5 150x50 64 130.0 247.9 100.1 30 6x2-1/2 65MG3060024 66MG3060024 2-3/4 5.12 9.76 4.21 11 6 6.8 150x65 70 130.0 247.9 106.9 3.1 6 x 3 65MG3060030 66MG3060030 3-1/2 5.51 9.76 4.92 13 7.9 150x80 89 140.0 247.9 125.0 3.6 6 x 4 65MG3060040 66MG3060040 4-1/2 5.75 9.76 5.91 15 4 9.6 150x 100 114 146.1 247.9 150.1 4.4 8 x 2 65MG3080020 66MG3080020 2-1/2 6.26 11.81 3.94 5 4 8.2 200x50 64 159.0 300.0 100.1 3.7 8x2-1/2 65MG3080024 66MG3080024 2-3/4 6.26 11.81 4.21 11 4 8.6 200x65 70 159.0 300.0 106.9 3.9 8 x 3 65MG3080030 66MG3080030 3-1/2 6.50 11.81 4.92 13 9.3 200x80 89 165.1 300.0 125.0 4.2 8 x 4 65MG3080040 66MG3080040 4-1/2 6.73 11.81 5.91 15 3 10.7 200x 100 114 170.9 300.0 150.1 4.9 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com Fig. 65MU & 66MU Strap Tee, NPT Maximum working pressure 300 psi (20.7 bar) depending on size and schedule of pipe ASME B1.20.1 NPT threads Equivalent length in feet of schedule 40 outlet pipe with a Hazen-Williams coefficient of 120 per UL 213 1" outlets not listed by UL for direct connection to 1" sprinkler heads Gasket Grade E - EPDM (green stripe) -30°F (-34°C) to +230°F (+110°C) Ductile iron housings conform to ASTM A-536 Smith-Cooper Warranty only applies to assemblies made with housings, gaskets and bolts carrying the <j> logo I C®uS <e> LISTED APPROVED Kil Size Part Number Hole Diameter Dimensions Equivalent Run x Branch Length in Case Weight A B C in/mm Painted Galvanized +1/8,-D/+3 ' 2, -0 in/mmin/mm in/mm in/ mm Feet QtY lbl kg 1-1/4 x 1/2 65MU3012004 66MU3012004 1-1/4 1.65 3.54 2.28 - 50 0.8 32x15 _ 32 41.9 89.9 57.9 ___ 0.4 1-1/4x3/4 65MU3012006 66MU3012006 1-1/4 1.85 3.54 2.28 - 50 0.9 32x20 _ 32 47.0 89.9 57.9 ____ 0.4 1-1/4 x 65MU3012010 66MU3012010 1-1/4 2.13 3.54 2.28 5 50 1.0 32 x 25 _______________ 32 54.1 89.9 57.9 0.5 1-1/2x1/2 65MU3014004 66MU3014004 1-1/4 1.77 3.54 2.28 48 0.8 40x15 _ 32 45.0 89.9 57.9 - 0.4 1-1/2 x 3/4 65MU3014006 66MU3014006 1-1/4 1.97 3.54 2.28 - 48 0.9 40x20 _ 32 50.0 89.9 57.9 ___ 0.4 1-1/2x1 65MU3014010 66MU3014010 1-1/4 2.24 3.54 2.28 5 48 1.0 40x25 ______________ 32 56.9 89.9 57.9 ___ 0.5 2x1/2 65MU3020004 66MU3020004 1-1/4 2.01 3.74 2.28 - 45 0.8 50x15 _____________ 32 51.1 95.0 57.9 ___ 0.4 2x3/4 65MU3020006 66MU3020006 1-1/4 2.20 3.74 2.28 45 0.9 50 x 20 _ 32 55.9 95.0 57.9 - 0.4 2 x 1 65MU3020010 66MU3020010 1-1/4 2.48 3.74 2.28 5 45 1.0 50 x 25 ________________ 32 63.0 95.0 57.9 ____ 0.5 2-1/2x1/2 65MU3024004 66MU3024004 1-1/4 2.26 4.29 2.28 - 36 1.0 65x15 _ 32 57.4 109.0 57.9 ____ 0.5 2-1/2x3/4 65MU3024006 66MU3024006 1-1/4 2.50 4.29 2.30 - 36 1.1 65x20 ______________ 32 62.5 109.0 57.9 ___ 0.5 2-1/2x1 65MU3024010 66MU3024010 1-1/4 2.70 4.29 2.30 5 36 1.2 65x25 32 69.6 109.0 57.9 0.5 Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of COOPLOK Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 33 I I I I I I I L I I Fig. 67BFVG Grooved End Butterfly Valve 300 psi working pressure EPDM 200° F maximum working temperature NBR 180° F maximum working temperature 10-Position lever handle or gear operator Grease fitting on gear operator Upper and lower shafts - Stainless Steel Grade 420 ASTM A-276 0-Rings - EPDM or NBR Handwheel - Ductile Iron Lever Handle - ASTM A-536 Ductile Iron Lever Handle Lengths - 2" - 6" Valves = 10", 8" Valves = 13" Suitable for 'Dead End" Service Material Specification ASTM A-536 Ductile Iron, Epoxy Coated ASTM A-536 Ductile Iron with either EPDM or NBR Coating I I I I F Pipe Part Number A B C D E F G H Hand- Weight Weight EPDM NBR I Size wheel w/Lever w/Gear in/mm in/mm in/mm in/mm ii/mm in/mm in/mm in/mm in/mm in/ mm Ib/ kg lb/ kg Lever Gear Lever Gear 2 U6 4 7 4 6 9 9 5.75 6.7 11.95 I 50 67BFVGELO2O 67BFVGEGO20 67BFVGNLO20 67BFGNG020 32.0 123.0 55.0 90.0 70.0 81.0 11.0 10.0 146.0 3.0 5.4 22 64 4 216 11 9 5.75 7,5 12.75 67BFVGELO24 67BFVGEGO24 67BFVGNLO24 678R!GNGO24 65 32.0 67.0 90.0 70.0 96.8 11.0 10.0 146.0 3.4 5.8 I 3 6 F4.5 1.26 07 34 216 81 0A3 1139 5.75 8.7 13.8 67BFVGELO3O 67BFVGEGO3O 67BFVGNLO3U 67BFVGNGO3O 32.0 78.0 90.0 70.0 96.8 11.0 10.0 146.0 3.9 6.3 4 6 58 4 216 11 9 5.75 12.2 16.35 67BFVGELO4O 67BFVGEGO4O 67BFVGNLO4O 67BFVGNGO4O 100 32.0 142.0 91.0 90.0 70.0 115.8 14.0 10.0 146.0 5.5 7.4 I S 1.26 87 4.69 3M 216 5.81 1155 1139 5.75 17.3 24.0 67BFVGELO5O 67BFVGEGU5O 67BFVGNLO5U 67BFVGNGO5O 125 32.0 149.0 119.0 90.0 70.0 147.6 14.0 10.0 146.0 7.9 10.9 6 t26 61 5 54 216 5 1167 9 5.75 27.1 41.0 67BFVGELO6O 67BFVGEGO6O 67BFVGNLO6O 67BRIGNGO6O I 150 32.0 168.0 135.0 90.0 70.0 147.6 17.0 10.0 146.0 12.3 18.4 8 7 T 11.50 32.5 46.5 200 67BFVGEL080 67BFVGEGU80 67BFVGNLU80 67BFVGNG080 40.0 202.0 160.0 125.0 102.0 133.4 17.0 12.0 292.0 14.6 20.9 öö i Y öT 11.50 - 93.0 - I TT 67BFVGEG100 - 678R!GNG100 250 40.0 228.6 198.0 125.0 102.0 158.8 22.0 12.0 292.0 - 41.9 12 1.57 0 6 11.50 - 111.0 - 67BFVGEG12O - 67BR1GNG120 1 p 300 40.0 266.7 230.0 1 125.0 102.0 165.1 22.0 12.0 292.0 - 49.9 U 34 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com I I t I Fig. 67LPN "Low Profile" Grooved Butterfly Valve Designed for use in oil, gas and mining services Ductile Iron housing Carbon Steel body, NBR Elastomer Lined 316 Stainless Steel disc 2-position cast handle with padlock feature 200 psi working pressure Color - Black Material Specification ASTM A-536, Grade 65-45-12 NBR Elastomer Lined Zinc Plated ASTM A-536, Grade 65-45-12 Pipe Size A B C D Weight Part Number in/mm in/mm in/mm in/mm in/ mm lb/ kg 2 4.70 1.90 3.20 5.50 3.80 50 67LPN2020 120.0 48.0 81.0 140.0 1.70 3 5.95 2.75 3.85 7.00 7.45 80 67LPN2030 151.0 70.0 97.0 178.0 3.40 4 7.10 3.50 4.50 9.00 12.50 100 67LPN2040 180.0 89.0 116.0 229.0 5.87 6 9.00 4.50 5.80 12.00 31.10 150 67LPN2060 230.0 114.0 148.0 305.0 14.15 Fig. 67CV0 Grooved Swing Check Valve with Bonnet Designed for use in oil, gas and mining services For horizontal installation only Removable bonnet for inline access and service 300 psi working pressure 316 Stainless Steel disc Color - Black Part Material Material Specification Body Ductile Iron ASTM A-536 Disc Stainless Steel AlSI 316 Bolts Carbon Steel ASTM A-i 83 Gasket Rubber NBR Pipe Size A B Weight Part Number in/mm in/mm in/mm lb/ kg 2 9.00 5.12 11.00 67CV0N3020 50 229.0 130.0 5.00 3 10.75 6.00 19.20 80 67CV0N3030 273.0 152.0 8.73 4 12.00 6.88 33.50 67CV0N3040 100 305.0 175.0 15.20 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 35 I I I I I I 1 I I I I I I I I I I I I Fig. 67BFVWET Wafer End Butterfly Valve with Indicator Flag 300 psi working pressure UL/ULC Listed FM Approved California State Fire Marshall Approval No. 7770-1740:100 Factory installed replaceable double tamper switch Approved for indoor and outdoor use Install between (2) Class 125/150 flanges Gear operated N. Part Material Specification 1 Body ASTM A-536 DI, Nylon-li Coated 2 Disc ASTM A-536 Dl, EPDM Encapsulated 3 Upper & Lower Stems AISI Type 420 Stainless Steel 4 Input Shaft AISI Type 410 Stainless Steel 5 Gear Housing ASTM A-536 Ductile Iron I I 6 Handwheel ASTM A-536 Ductile Iron APPROVED 8 Gear Housing Gasket EPDM 7 Flag Indicator ASTM A-536 Ductile Iron 1 9 0-Rings (All) EPDM 1 6 7 ______________________ 4 I I H DISC CLEARANCE OF BODYSURFACE I I DISC IN THE TAMPER D THROUGH END OF OPEN POSITION. A RESISTANT FASTENER I CL F B 2 I Pipe Size A B C 0 E F C Weight in/ mm Part Number in/mm in/mm in/mm in/mm in/mm in/mm in/mm lb/kg 2-1/2 5.35 3.43 1.81 6.54 5.31 0.32 5.00 22.0 67BFVWET024 65 136.0 87.0 46.0 166.0 135.0 8.2 128 10.0 3 5.63 3.66 1.81 6.81 5.31 0.57 5.00 23.0 67BFVWET030 80 143.0 93.0 46.0 1 173.0 135.0 14.5 128 1 10.4 4 6.14 4.29 2.05 7.32 5.31 0.89 5.00 27.0 67BFVWET040 100 156.0 109.0 52.0 186.0 135.0 22.7 128 12.2 6 7.40 5.67 2.20 8.58 8.66 1.79 8.70 33.0 67BFVWET060 150 1 188.0 1 144.0 1 56.0 218.0 1 193.0 45.4 1 220 15.0 8 8.74 6.54 2.28 9.92 8.66 2.72 8.70 45.0 67BFVWET080 200 222.0 166.0 58.0 252.0 193.0 69.1 220 20.3 36 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com Pipe Size A B C 0 E F Weight Part Number in/ mm in/mm in/mm in/mm in/mm in/mm in/mm lb/kg 2-1/2 4.13 3.80 3.80 5.31 5.31 5.00 22.0 67BFVGET024 65 105.0 96.4 96.4 135.0 135.0 128.0 10.0 3 4.41 3.80 3.80 5.59 5.31 5.00 23.0 67BFVGET030 80 1 112.0 96.4 96.4 142.0 135.0 1 128.0 10.4 4 5.71 4.54 4.54 6.89 5.31 5.00 27.0 67BFVG ETO4O 100 145.0 115.4 115.4 175.0 135.0 128.0 12.2 6 7.05 5.21 5.21 8.23 7.60 8.70 42.0 67BFVG ETO6O 150 179.0 132.4 132.4 209.0 193.0 220.0 18.9 8 8.03 5.80 5.80 9.21 7.60 8.70 47.0 67BFVGET080 200 204.0 147.4 147.4 234.0 193.0 1 220.0 21.2 I I I I I I I I 1 I Fig. 67BFVGET Grooved End Butterfly Valve with Indicator 300 psi working pressure UL!ULC Listed FM Approved California State Fire Marshall Approval No. 7770-1740:100 Factory installed replaceable double tamper switch Approved for indoor and outdoor use Grooved ends Gear operated No. Part 1 Body 2 Disc 3 Upper & Lower Stems 4 Input Shaft 5 Gear Housing 6 Handwheel 7 Flag Indicator 8 Gear Housing Gasket 9 0-Rings (All) I I I I I F l I I I 3" <> APPROVED Material Specification ASTM A-536 Dl, Nylon-il Coated ASTM A-536 Dl, EPDM Encapsulated AISI Type 420 Stainless Steel AISI Type 410 Stainless Steel ASTM A-536 Ductile Iron ASTM A-536 Ductile Iron ASTM A-536 Ductile Iron EPDM EPDM SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 37 I I idth (Width( Part Material Material Specification Body Ductile Iron ASTM A-536 Grade 65-45-12 Body Seat CV Stainless Steel AISI 316 Body Seat CVR Bronze ASTM B62 Disc Ductile Iron ASTM A-536 Grade 65-45-12 Disc Coating Vulcanized Rubber EPDM or NBR** Shaft Stainless Steel AISI 316 Spring Stainless Steel AISI 304 Shaft Plug Stainless Steel AISI 304 Gasket Rubber EPDM or NBR** * *EPDM or NBR available for Fig. 67CV only. I U (End to End( I I I I I 12 19.50 .1U 194.0 67CVE3120 67CVN3120 - 300 495.0 205.0 88.0 38 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 1 Pipe Size Part Number A B Weight in / mm Fig. 67CVE - EPDM Fig. 61CVN - NBR Fig. 67CVR - EPDM in / mm in / mm lb / kg 2 67CVE3020 67CVN3020 - 7.50 2.50 5.9 50 190.0 63.0 2.7 2-1/2 67CVE3024 67CVN3024 67CVRE3024 8.00 3.00 8.1 65 203.0 76.0 3.7 3 8.38 3.00 11.0 67CVE3030 67CVN3030 67CVRE3030 80 213.0 76.0 5.0 4 10.00 4.00 20.2 67CVE3040 67CVN3040 67CVRE3040 100 254.0 101.0 9.2 5 67CVE3050 67CVN3050 - 10.50 4.50 32.0 125 267.0 114.0 14.5 6 67CVE3060 67CVN3060 67CVRE3060 11.50 5.00 45.0 150 292.0 127.0 20.4 8 67CVE3080 67CVN3080 67CVRE3080 14.00 6.00 70.0 200 356.0 154.0 31.7 10 67CVE3100 67CVN3100 - 17.00 7.40 134.0 250 432.0 1 188.0 60.7 I Fig.67CV Grooved Swing Check Valve Designed for use in wet pipe systems For vertical* or horizontal installation I . 300 psi working pressure EPDM or NBR coated disc; stainless steel seat Groove dimensions to AWWA C-606 I . Fusion bonded epoxy coated interior & exterior Color - Black *Upward flow only. I I I 77 70 FM APPROVED Fig. 67CVR UL/FM Grooved Riser Check Valve Designed for use in wet pipe fire sprinkler systems Factory NPT tapped and plugged for drain and gauge connections For vertical or horizontal installation 300 psi working pressure EPDM coated disc; bronze seat Groove dimensions to AWWA C-606 Fusion bonded epoxy coated interior & exterior Color - Red I I Maximum Working Pressures (psi) Pipe Size Nominal Dia. (in) Std. Weight Couplings Lightweight Couplings HP Couplings 65HP/65HP-ES Reducing Couplings Flange Adapters Standard Radius Short Radius Fittings Drain 90's & Caps FittingsFittings Mech & Strap Tees Fabricated 1 1000 1000 300 1-1/4 1000 500 1000 300 300 300 1-1/2 1000 500 300 1000 300 300 300 2 1000 500 1000/2500 300 300 1000 300 300 300 300 2-1/2 1000 500 300 300 1000 300 300 300 300 3 1000 500 1 1000/2500 300 300 1000 300 300 300 300 4 1000 500 1000/2500 300 300 1000 300 300 300 300 5 1000 500 300 300 1000 300 300 300 300 6 1000 500 1000/2500 300 300 1000 300 300 300 300 8 800 500 300 300 800 300 300 300 300 10 600 300 600 300 12 600 300 600 300 14 300 300 300 16 300 300 300 18 300 __________ 300 20 300 300 24 250 _______ _______ 250 NOTES: Pressure ratings and end loads for steel pipe are based upon tests performed on pipe prepared to COOPLOKTM Grooved "Standard I Roll Groove and Cut Groove Specifications" (see Page 44-46). The maximum working pressure is the maximum line pressure to which a joint should be subjected (including line surge) using a nominal safety factor of 3. I End Loads For Grooved Couplings lbs 65/66LR 651661F 65/66SR 65/66SR 65HP 65HP-ES Pipe Size Pipe ID Pipe ID Max. End Load Max. End Load Max. End Load Max. End Load Nominal Dia. (in) (in) (area) (lbs) (lbs) (Ibs) (Ibs) 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 1.049 1.38 0.864 1.496 2.036 864 1496 748 2036 1.61 2.06 2.47 3.07 4.03 5.05 6.06 8.00 10.00 12.00 13.25 15.25 17.25 19.00 23.00 1018 2500 2500 2500 2000 4792 47124 67859 8332 3.333 1666 3333 4.792 7.402 2396 3701 7402 12756 18506 31889 12.756 6378 20.030 10015 20030 28.843 50.266 14421 25133 28843 40059 8 40212 10 78.540 113.098 41366 54-796-- 12 14 16 137.887 182.655 85059 18 20 233.706 283.529 415.477 70112 24 103869 I Maximum end loads are based on all internal and external forces to which a joint should be subjected based on piping system where couplings are being used. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 39 I I I 1 I I I I I I [I I I I Ii "C" Type and Triple Seal Gaskets: Check to ensure that gasket is suitable for intended service and that the pipe groove is suitable for the intended coupling. C type gasket is pre-lubricated; additional lubrication may be necessary. All other gaskets must be suitably lubricated. Remove any dirt or debris from gasket and pipe ends. Install gasket by placing it over pipe, ensuring that gasket lip does not overhang pipe end. Bring both pipe ends together ensuring and align vertically and horizontally. Slide gasket into position, properly centering between the grooved section of each pipe. Place coupling housings over gasket so that the housing keys are fully engaged into the grooves. Insert bolts into coupling and rotate nuts until finger tight. Wrench-tighten bolts alternately to the torque requirements shown below. End ShieldTM Gaskets: Check to ensure that gasket is suitable for intended service and that the pipe groove is suitable for the intended coupling. C type gasket is pre-lubricated; additional lubrication may be necessary. All other gaskets must be suitably lubricated. Remove any dirt or debris from gasket and pipe ends. Insert the pipe end into the gasket until it contacts the gaskets center rib. Bring both pipe ends together and align vertically and horizontally. Insert the second pipe end into the gasket until it contacts the center rib. Place coupling housings over gasket making sure that the tongue and recess areas of the housing mate properly. Insert bolts into coupling and rotate nuts until finger tight. Wrench-tighten bolts alternately to the torque requirements shown below. Grooved Coupling Bolt Torques Standard Flexible Standard Rigid Lightweight Flexible Lightweight Rigid Reducing Coupling High Pressure Pipe Size 65SF & 66SF 655R & 665R 65LF & 661F 651R & 661R 65RC & 66RC 65HP & 65HP-ES 1 30 30 in I mm ft fibs I NIM ft /ibs I NIM ft /ibs I NIM ft fibs / NIM ft fibs / NIM ft fibs I NIM 25 40 40 - - - - 1-1/4 50 30 30 30 65 40 40 40 - - 32 1-1/2 50 30 30 30 - - 40 65 40 40 40 2 50 30 30 30 30 90 65 40 40 40 40 120 50 2-1/2 50 50 30 30 50 65 65 65 40 40 65 - 3 50 50 30 30 50 90 65 65 40 40 65 120 80 3-1/2 90 50 50 30 - 90 120 65 65 40 - 4 90 50 50 30 50 150 120 65 65 40 65 200 100 5 150 90 90 50 90 - 125 200 120 120 65 120 6 150 90 90 50 90 200 200 120 120 65 120 270 150 8 200 150 150 90 150 200 270 200 200 120 200 - 10 250 200 340 270 - - - - 250 12 250 200 300 340 270 - - - - 14 350 250 340 200 270 - - - - 16 250 200 400 340 270 - - - - 18 450 300 400 200 270 - - - 20 300 250 - - - 500 400 340 - 24 600 300 1 400 250 1 340 - - - - U 40 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 0 www.smithcooper.com I Bolt Hole LATCH BOLT Shared Flange Bolt Hole Shared Flange Hinged Flanged Adapter 65FH & 66FH Hinged Flange Adapter Assembly: Verify that mating flange meets Class 125/150 dimensions. Loosen the latch bolt nut and pull it out of the flange slot. Open the hinged flange and install it on the grooved pipe end with the flanges key section inserted into the pipe groove. The SCI logo must face away from the pipe end. Return the latch bolt into the flange slot. Do not tighten the bolt completely. Check the gasket to ensure that it is suitable for the intended service. Lubricate the exterior of the gasket, using a silicone lubricant or equivalent. Press the hinged flange gasket into the gasket cavity, making sure that the gasket is oriented correctly. Tighten the nut of the latch bolt to the specified bolt torque. The hinged flange housings must overlap completely so a flange bolt can be inserted into the shared hole. The mating flange must be flat, smooth and free of gouges or other indentations. Check that the gasket is still located properly and bring the two flanges together. Starting with the shared holes on the hinged flange, insert flange bolts meeting SAE J429 Grade 5 or higher through both flanges. Hand-tighten nuts onto the bolts and then torque the nuts to the values in the table, keeping the flanges parallel as the nuts are being tightened alternately. 1 I I I I I Pipe Size Flange Bolt Torque Latch Bolt Torque in ft Abs /ALt4 ft Abs /AI'M - 2' 3' 100-130 40 135-175 55 4-6" 200-250 40 270-340 55 8" 300-400 40 400-540 55 400 - 500 t 40 10" -12' 540-670 55 NOTE: If the Hinged Flange Adapter is being mated to the rubber flange seal or wafer style butterfly valve, the 65FHR (phenolic flange ring) must be used. I LI I I Li Branch Outlet Size in Mechanical Tees Hole Saw Size in Strap Tees Hole Saw Size in 1/2' 1-1/2 1-1/4" 3/4" 1-1/2" 1:1/4" 1" 1-1/2 1-1/4" 1-3/4" - -1/2' -1 2' - 2-l— 2-1/2' - 2-1/2 2-3/4' - 3' 3-1/2' - 4" 4-1/2" - Assembly: Disassemble tee, removing track bolts. Lubricate tee gasket using standard gasket lubricant. Insert unit over hole, align it and hand-tighten bolts. Gently rock the tee to assure proper placement over hole. Wrench-tighten bolts alternately to the torque requirements shown below. Less torque than listed may not seat properly; more torque than listed may cause gasket to fail to hold pressure. Check to see that housing is firmly installed against Hole Saw 3/4' pipe with no gaps showing and that no foreign matter is between tee and pipe. Line Li El I I I 1 I Mechanical and Strap Tees Preparation: After cuffing hole, clean pipe surface within 3/4" of hole to make certain it is free from foreign matter to allow adequate seating of gasket. The area around the circumference of the pipe should be cleaned to allow full seating of the branch opening on the pipe surface. NOTE: 2 x 1-1/2 Mechanical Tee (65MT3020014 & 66MT3020014) must only use a hole saw size of 1-3/4" Torque Tee Type ft/lbs Mechanical 45-75 Strap 30 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 41 Installation Guidelines: Valves are listed/approved for indoor or outdoor installations. I. At least one rigid grooved coupling should be used when installing the grooved butterfly valve so the valve will not rotate on the pipe. For outdoor installations, weatherproof conduit and connectors must be used to assure the function of the internal switches. Wiring of the tamper switch must be in accordance with NFPA 72 and requirements of the local authorities. I. The disc of the wafer butterfly valve will extend beyond the valve body in the open position. Be certain that there will be no interference with other piping components during installation. Never force the valve closed by a wrench on the hand wheel or any other mechanical advantage as this could distort the valve's I components or score the seating surface. Installation Instructions: Ii.Install the valve in the 'closed" position to avoid damage to the disc. Grooved Butterfly Valve:: Refer to installation instructions for grooved couplings with "C" Type Gaskets (Page 40) for details regarding installation of valve in piping system. For installation of Fire Protection Grooved End Butterfly Valve, refer to Tamper I Switch Wiring Instructions below for proper wiring connection to alarm system. Wafer Butterfly Valve: Install valve between two (2) Class 125/150 flanges, raised or flat face. No flange gasket is required. Connect the wiring of the tamper switch to the fire alarm system as required by the "Authority Having Jurisdiction" (AHJ). Refer to I Wiring Diagram below for proper connection. Tamper Switch Wiring Instructions: lThe tamper switch operates by the gear quadrant connected to the valve stem. The switch will operate within two (2) full turns of the hand wheel from the fully open position. The valve is normally supplied with the switches monitoring the valve in the open position. The double circuit provides one switch for the alarm system and a second switch for an indicating light or audible alarm at the valve location. I Switch #1(S1): For connection to the supervisory Switch #2(S2): Auxiliary switch for connection to a local device. circuit of a UL Listed alarm control panel. I Normally Closed: 2 Yellow Wires Normally Open: 2 Red Wires Common: 2 White Wires Ground Lead: 1 Green Wire WIRING DIAGRAM I Supervisory Tamper FIRE ALARM CONTROL PANEL Switch Circuits SUPERVISORY CIRCUIT (Valve Fully Open) ;NC _OPEN (RED) __ S1 CLOSED (YELLOW)END OF LINE RESISTANCE COM ORNEXTDEVICE COMWHITE) GREEN ACTUATOR CASE GROUND OPEN (ORANGE) NC VOLTAGE SOURCE S2 CLOSED (BLUE) COM NO I COMMON (BLACK) AUXILIARY SIGNAL DEVICE (BELL OR HORN) Normally Closed: 1 Blue Wire Normally Open: 1 Orange Wire Common: 1 Black Wire I I I I I I 1 I 42 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com I __ --- __ - __ ___ Riser Check Valve Installation Guidelines: Intended for use in wet pipe fire sprinkler systems The arrow cast on the body must be pointed in the direction of the flow. Valves installed vertically must be positioned with the flow in the upward direction. Valves installed horizontally must be positioned so the hinge pin is on the top of the valve. Grooved end pipe couplings used with the check valve must be installed in accordance with the manufacturers instructions. There are no renewable parts inside the valve. If the valve is leaking it must be replaced. Drain outlet: 1-1/2 NPT for 2-1/2 and 3 sizes, 2 NPT for sizes 4 and larger. Gauge connections: Two (2) 1/2 NPT Trim listings for each valve are available. Contact Smith-Cooper for details. Installation Instructions: Valve must not be installed in an area subjected to freezing temperatures. Flush the water piping to ensure that no foreign materials are present before installing. Install the valve into the piping system using grooved couplings; rigid couplings are recommended. If the drain and gauge connections are being used remove the pipe plugs from the tapped holes. Use PTFE tape or pipe dope on the male pipe threads to seal the threaded valve connections. The valve can be tested at a maximum pressure of 350 psi for two hours. ' Inspection and Maintenance: The system that the valve is installed in must be inspected on a regular basis depending on the requirements of NFPA 25 and the local Authority Having Jurisdiction (AHJ). Pipe Size Equivalent Length (Sch 40) CV in/mm ft/rn GPM at1 psi drop 2-1/2 7.8 210 65 2.4 3 16.5 270 80 5.0 4 23.9 430 100 7.3 6 25.6 1250 150 7.8 8 43.0 1950 200 13.1 Grooved Check Valve Installation Guidelines: The arrow cast on the body must be pointed in the direction of the flow. Valves installed vertically must be positioned with the flow in the upward direction. Valves installed horizontally must be positioned so the hinge pin is on the top of the valve. Grooved end pipe couplings used with the check valve must be installed in accordance with the manufacturers instructions. NOTE: Check valves installed too close to sources of turbulent flow may cause potential damage and reduce life of the valve. Valves should be installed downstream from pumps, elbows, and reducers. Distances between three and five times the pipe diameters are allowable as long as flow velocity does not exceed eight feet per second (2.4 meters per second). Distances less than three pipe diameters are not recommended and will void warranty. I It is the designers responsibility to select an appropriate valve for the intended service and to ensure that pressure and temperature ratings are not exceeded. Check valve sizing and gasket selection should be verified for compatibility with the specific application. Always read and understand installation instructions before beginning installation. I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 43 1 I I h [1 I I I [1 I I I I I I I I 1' Pipe Size Nominal IPS / metric pipe size. I OD - Pipe Outside Diameter IPS I Metric outside diameter. A & B - Gasket Seat & I Groove Width For IPS pipe, the maximum allowable tolerance from square I cut ends are: 0.030"forl'-3-1/2" 0.045-for 4"- 6" 0.060-for sizes 8-and up l Measured from a true square line. For metric size pipe, the I maximum allowable tolerance from square cut ends are: '0.75mm for sizes 25- 80mm for sizes 100-150mm I '1.15mm '1.50mm for sizes 200mm and up Measured from a true square line. C - Groove Diameter The groove must be of uniform depth around the entire pipe I circumference (See 0 - Groove Depth). D - Groove Depth I For reference only. Groove must conform to C - Groove Diameter. T - Minimum Allowable Wall I Thickness Minimum allowable wall thickness which may be roll I grooved. Maximum Flare Diameter Maximum allowable pipe end diameter. Measured at the I flare most extreme pipe end diameter of the gasket seat area. 00 A B C D I Pipe Pipe Outside Diameter Gasket Seat Groove Width Groove Diameter Groove Min.Flare Tolerance Tolerance Size ± 0.03 IN ± 0.03 IN Depth Wall uI. Actual ± 0.77 mm ± 0.77 mm Actual +0.000 (Ref.) Thick. + - in /mm in/mm in /mm in /mm in /mm in/mm in /mm in /mm in /mm in /mm in /mm 1 1.315 +0.015 -0.015 0.625 0.281 1.190 -0.015 0.062 0.065 1.360 25 33.7 1 +0.381 -0.381 15.88 7.14 30.23 -0.381 1.575 1.575 34.5 1-1/4 1.660 +0.015 -0.015 0.625 0.281 1.535 -0.015 0.062 0.065 1.705 32 42.4 #0.381 -0.381 15.88 7.14 38.99 -0.381 1.575 1.575 43.3 1-1/2 1.900 +0.015 -0.015 0.625 0.281 1.775 -0.015 0.062 0.065 1.945 40 1 48.3 +0.381 -0.381 15.88 7.14 45.09 -0.381 1.575 1.575 49.4 2 2.375 +0.024 4024 0.625 0.344 2.250 -0.015 0.062 0.065 2.447 50 60.3 +0.610 -0.610 15.88 8.74 57.15 -0.381 1.575 1.575 62.2 2-1/2 2.875 +0.029 -0.029 0.625 0.344 2.720 -0.018 0.078 0.083 2.962 65 73.0 +0.737 -0.737 15.88 8.74 69.09 -0.457 1.981 2.108 75.2 3 3.500 +0.035 -0.031 0.625 0.344 3.344 -0.018 0.078 0.083 3.566 80 88.9 +0.889 -0.787 15.88 8.74 84.94 -0.457 1.981 2.108 90.6 3-1/2 4.000 +0.040 -0.031 0.625 0.344 3.834 -0.020 0.083 0.083 4.071 90 101.6 +1.016 -0.787 15.88 8.74 97.38 -0.508 2.108 2.108 103.4 4 4.500 +0.045 -0.031 0.625 0.344 4.334 -0.020 0.083 0.083 4.576 100 114.3 +1.143 -0.787 1 15.88 8.74 110.08 -0.508 2.108 2.108 116.2 5 5.563 +0.056 -0.031 0.625 0.344 5.395 -0.022 0.084 0.109 5.650 125 141.3 +1.422 -0.787 15.88 8.74 137.03 -0.559 2.134 2.769 143.5 6 6.625 +0.063 -0.031 0.625 0.344 6.455 -0.022 0.085 0.109 6.719 150 168.3 +1.600 -0.787 15.88 8.74 163.96 -0.559 2.159 2.769 170.7 8 8.625 +0.063 -0.031 0.750 0.469 8.441 -0.025 0.092 0.109 8.719 200 219.1 +1.600 -0.787 19.05 11.91 214.40 -0.635 2.337 2.769 221.5 10 10.750 +0.063 -0.031 0.750 0.469 10.562 -0.027 0.094 0.134 10.844 250 273.0 +1.600 -0.787 19.05 11.91 268.28 -0.686 2.388 3.404 275.4 12 12.750 +0.063 -0.031 0.750 0.469 12.531 -0.030 0.109 0.156 12.844 300 323.9 +1.600 -0.787 19.05 11.91 318.29 -0.762 2.769 3.962 326.2 14 14.000 +0.063 -0.031 0.938 0.469 13.781 -0.030 0.109 0.156 14.094 350 355.6 #1.600 1 -0.787 23.83 11.91 350.04 -0.762 2.769 3.962 253.0 16 16.000 +0.063 -0.031 0.938 0.469 15.781 -0.030 0.109 0.165 16.094 400 406.4 +1.600 -0.787 23.83 11.91 400.84 -0.762 1 2.769 4.191 408.8 18 18.000 +0.063 -0.031 1.000 0.469 17.781 -0.030 0.109 0.165 18.094 450 457.2 +1.600 -0.787 25.40 11.91 451.64 -0.762 2.769 4.191 459.6 20 20.000 +0.063 -0.031 1.000 0.469 19.781 -0.030 0.109 0.188 20.094 500 508.0 +1.600 -0.787 25.40 11.91 502.44 -0.762 2.769 4.775 510.4 24 24.000 +0.063 -0.031 1.000 0.500 23.656 -0.030 0.172 0.218 24.100 600 609.6 +1.600 -0.787 25.40 12.70 600.86 -0.762 4.369 5.53 612.1 I NOTES: Gasket seat and groove must be smooth and free from scores, seams, chips, rust or scale which may interfere with proper coupling assembly. Out of Roundness: Difference between maximum 00 and minimum OD measured at 900 must not exceed total OD tolerance listed. I 3. All tolerances not shown are to comply with latest ASME orASTM specification applicable to material being used. 4. Not be used with End ShieldTM gasket. 44 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 0 www.smithcooper.com C I I I I OD A B C D I Pipe Size Pipe Outside Diameter Gasket Seat ± 0.03 IN ± 0.77 mm Groove Width ± 0.03 IN ± 0.77 mm Groove Diameter Groove Depth (Ref.) Mm. Wall Thick. Actual Tolerance Actual Tolerance +0.000 + - in /mm in /mm in /mm in/mm in/mm in /mm in /mm in /mm in/mm in /mm 1 1.315 +0.013 -0.013 0.625 0.312 1.190 -0.015 0.062 0.133 25 33.7 +0.330 -0.330 15.88 7.93 30.23 -0.381 1.575 3.378 1-1/4 1.660 +0.016 -0.016 0.625 0.312 1.535 -0.015 0.062 0.140 32 42.4 #0.406 -0.406 15.88 7.93 38.99 -0.381 1.575 3.556 1-1/2 1.900 +0.019 -0.019 0.625 0.312 1.775 -0.015 0.062 0.145 40 48.3 +0.483 -0.483 15.88 7.93 45.09 -0.381 1.575 3.683 2 2.375 +0.024 -0.024 0.625 0.312 2.250 -0.015 0.062 0.154 50 60.3 +0.610 -0.610 15.88 7.93 57.15 -0.381 1.575 3.912 2-1/2 2.875 +0.029 -0.029 0.625 0.312 2.720 -0.018 0.078 0.187 65 73.0 +0.737 -0.737 15.88 7.93 69.09 -0.457 1.981 4.750 3 3.500 +0.035 -0.031 0.625 0.312 3.344 -0.018 0.078 0.188 80 88.9 +0.889 -0.787 15.88 7.93 84.94 -0.457 1.981 4.775 3-1/2 4.000 +0.040 -0.031 0.625 0.312 3.834 -0.020 0.083 0.188 90 101.6 #1.016 -0.787 15.88 7.93 97.38 -0.508 2.108 4.775 4 4.500 +0.045 -0.031 0.625 0.375 4.334 -0.020 0.083 0.203 100 114.3 +1.143 -0.787 15.88 9.53 110.08 -0.508 2.108 5.156 5 5.563 +0.056 -0.031 0.625 0.375 5.395 -0.022 0.084 0.203 125 141.3 +1.422 -0.787 15.88 9.53 137.03 -0.559 2.134 5.156 6 6.625 +0.063 -0.031 0.625 0.375 6.455 -0.022 0.085 0.219 150 168.3 +1.600 -0.787 15.88 9.53 163.96 -0.559 2.159 5.563 8 8.625 +0.063 -0.031 0.750 0.437 8.441 -0.025 0.092 0.238 200 219.1 +1.600 -0.787 19.05 11.10 214.40 -0.635 2.337 6.045 10 10.750 +0.063 -0.031 0.750 0.500 10.562 -0.027 0.094 0.250 250 273.0 +1.600 -0.787 19.05 12.70 268.28 -0.686 2.388 6.350 12 12.750 +0.063 -0.031 0.750 0.500 12.531 -0.030 0.109 0.279 300 323.9 +1.600 -0.787 19.05 12.70 318.29 -0.762 2.769 7.087 14 14.000 +0.063 -0.031 0.938 0.500 13.781 -0.030 0.109 0.281 350 355.6 +1.600 -0.787 23.83 12.70 350.04 -0.762 2.769 7.137 16 16.000 +0.063 -0.031 0.938 0.500 15.781 -0.030 0.109 0.312 400 406.4 +1.600 -0.787 23.83 12.70 400.84 -0.762 2.769 7.925 18 18.000 +0.063 -0.031 1.000 0.500 17.781 -0.030 0.109 0.312 450 457.2 +1.600 -0.787 25.40 12.70 451.64 -0.762 2.769 7.925 20 20.000 +0.063 -0.031 1.000 0.500 19.781 -0.030 0.109 0.312 500 508.0 +1.600 -0.787 25.40 12.70 502.44 -0.762 2.769 7.925 24 24.000 +0.063 -0.031 1.000 0.563 23.656 -0.030 0.172 0.375 600 609.6 +1.600 -0.787 25.40 14.30 600.86 -0.762 4.369 9.525 Pipe Size Nominal IPS I metric pipe size. OD - Pipe Outside Diameter IPS / Metric outside diameter. A & B- Gasket Seat & Groove Width For IPS pipe, the maximum allowable tolerance from square cut ends are: 0.030-for 1- 3-1/2" 0.045-for 4- 6" 0.060-for sizes 8-and up Measured from a true square line. For metric size pipe, the maximum allowable tolerance from square cut ends are: '0.75mm for sizes 25- 80mm 1.l5mm for sizes 100- 150mm 1.50mm for sizes 200mm and up Measured from a true square line. C - Groove Diameter The groove must be of uniform depth around the entire pipe circumference (See D - Groove Depth). D - Groove Depth For reference only. Groove must conform to C - Groove Diameter. T - Minimum Allowable Wall Thickness Minimum allowable wall thickness which may be cut grooved. I I I I 1 I I I I I I I I I NOTES: For grooving pipe with wall thickness less than T - Minium Allowable Wall Thickness, see Roll Groove Specifications. Gasket seat and groove must be smooth and free from scores, seams, chips, rust or scale which may interfere with proper coupling assembly. Out of Roundness: Difference between maximum OD and minimum 00 measured at 900 must not exceed total OD tolerance listed. I 4 All tolerances not shown are to comply with latest ASME orASTM specification applicable to material being used. 5. Not be used with End ShieldTM gasket. SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 45 I I I OD A B C D T Pipe Size Pipe Outside Diameter Gasket Seat Groove Width Groove Diameter Groove Minimum Actual Tolerance Actual Tolerance Actual Tolerance Actual Tolerance +0.000 Depth Wall Thickness in/mm in/mm in/mm in/mm in/mm in/mm in/mm in/mm in/mm in/mm in/mm 2 2.375 +0.024 -0.024 0.562 ±0.010 0.255 -0.005 2.250 -0.015 0.063 0.154 50 60.3 +0.610 -0.610 14.27 ±0.25 6.48 -0.13 57.15 -0.38 1.60 3.91 3 3.500 +0.035 -0.031 0.562 ±0.010 0.255 -0.005 3.344 -0.018 0.078 0.188 80 88.9 +0.889 -0.787 14.27 ±0.25 6.48 -0.13 84.94 -0.46 1.98 4.78 4 4.500 +0.045 -0.031 0.605 ±0.015 0.305 -0.005 4.334 -0.020 0.083 0.203 100 114.3 #1.143 -0.787 15.37 ±0.38 7.75 -0.13 110.08 -0.51 2.11 5.16 6 6.625 +0.063 -0.031 0.605 ±0.015 0.305 -0.005 6.455 -0.022 0.085 0.219 150 168.3 #1.600 -0.787 15.37 ±0.38 7.75 -0.13 163.96 -0.56 2.16 5.56 8 8.625 +0.063 -0.031 0.714 ±0.015 0.400 -0.010 8.441 -0.025 0.092 0.238 200 219.1 1 #1.600 -0.787 18.14 ±0.38 10.16 -0.25 1 214.40 -0.64 2.34 6.05 Pipe Size Nominal IPS / metric pipe size. 00 - Pipe Outside Diameter IPS / Metric outside diameter. A & B - Gasket Seat & Groove Width For IPS pipe, the maximum allowable tolerance from square cut ends are: O.030"for l'-3-1/2" 0.045-for 4°- 6" 0.060-for sizes 8-and up Measured from a true square line. For metric size pipe, the maximum allowable tolerance from square cut ends are: '0.75mm for sizes 25- 80mm '1.15mm for sizes 100- 150mm .1.50mm for sizes 200mm and up Measured from a true square line. C - Groove Diameter The groove must be of uniform depth around the entire pipe circumference (See D - Groove Depth). O - Groove Depth For reference only. Groove must conform to C - Groove Diameter. T - Minimum Allowable Wall Thickness Minimum allowable wall thickness which may be cut or roll grooved. Maximum Flare Diameter Maximum allowable pipe end flare diameter. Measured at the most extreme pipe end diameter of the gasket seat area. NOTES: Pipe grooved to the above specifications is for use with 65HP-ES couplings only. Gasket seat (A) and groove width (B) must be smooth and free from scores, seams, chips, rust or scale which may interfere with proper coupling assembly. I 3. Out of Roundness: Difference between maximum 00 and minimum 00 measured at 90° must not exceed total 00 tolerance listed. 4. All tolerances not shown are to comply with latest ASME orASTM specification applicable to material being used. 46 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com I 1 I I I Standard "C" Type -Fig 65GCPE (EPDM), 65GCPN (Nitrile) 65GCPF (Fluoroelastomer) I Standard "C Type gaskets are the most commonly used coupling gasket. When installed, they 7 provide a seal over each grooved pipe end. As coupling housings are tightened, they form the gasket to the inside cavity of the coupling creating an additional seal. The pressure of the system I increases the sealing action of the gasket against the pipe, providing a leak-tight seal. For use with COOPLO KrTM 65LR, 65LF, 65SR & 65SF couplings. For COOPLOKtM 65HP Couplings, use 65GHPN (Nitrile with Double Orange Stripe) gaskets only. I Available in Pre-Lubricated EPDM, Nitrile & Fluoroelastomer*. Sizes: 1-1/4 to 24 *(Sizes: 1-1/4" to 12") I I Triple Seal - Fig. 65GTffl (EPDM) - - Triple Seal gaskets are typically used in dry pipe fire protection systems, freezer applications and vacuum service. They differ from the "C" Type gasket in that they have an additional center sealing I surface that sits over the pipe gap where the grooved pipe ends meet. As the coupling housing is tightened, the center seal closes off the pipe gap and provides the triple seal. Sold as part of COOPLOKTM 65LRTRI coupling. I (NOTE: A petroleum-free silicone based lubricant is recommended for dry pipe systems.) Available in EPDM only. Sizes: 1-1/4 to 8" I 1 End ShieldTM - Fig. 65GCPNES (Nitrile) - - - -- End Shield TM gaskets are specially designed for use with COOPLOKrM Grooved 65HP-ES high pressure rigid couplings in applications with lined pipe. They differ from the Triple Seal gasket in that the center rib is positioned in between the pipe ends. This results in a continuous lined surface and protects the pipe ends from corrosion and damage. Available in Nitrile only. Sizes: 2", 3", 4" & 6" I Reducing Coupling - Fig._65GRCE (EPDM) & 65GRCN (Nitrile) Reducing Coupling gaskets provide sealing surfaces for the two sizes of pipe they join, similar to the "C" Type gaskets. Coupling housings are tightened and the gasket seals each grooved pipe end. For use with COOPLOKrM 65RC coupling sizes only. Available in EPDM & Nitrile. Sizes: 2' x 1-1/2 to 8" x 6" I Flange Adapter - Fig. _65GFHE(EPDM)& Fig 65GFHN (Nitrile) The Flange Adapter gasket provides a seal between the grooved end pipe and the flange surface it meets. Specifically designed for use with COOPLOKIM 65FH Hinged Flanged Adapter. Available in EPDM & Nitrile. Sizes: 2" to 12" LMechanical Tee —Fig. 65GMT (EPDM) & Strap Tee - Fig. 65GMU (EPDM) Mechanical Tee & Strap Tee gaskets are made to conform to the exterior surface of the pipe. When fittings are tightened, a compression-type seal is formed. For use with COOPLOKTM 65MT, 65MG & 65MU fittings. Available in EPDM only. Sizes: 2" to 8" for 65MT & 65MG; 1-1/4 to 2-1/2 for 65MU I I I I I I I I I I I Please see complete installation instructions at www.smithcooper.com for important guidelines and limitations on the use and applications of SCI COOPLOK', Grooved Couplings and Fittings. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 47 I Gasket Selection Guidelines: Smith-Cooper International carries a variety of gaskets for the COOPLOKTM Grooved product line. These gaskets are manufactured from different rubber compounds that will allow the use of COOPLOKTM Grooved products in a range of applications. Each is uniquely identified with the SCI logo and figure number of the matching COOPLOKTM part, as required by Underwriters Laboratories. Proper gasket selection is critical for specific intended service and/or application. Improper selection of rubber compound may result in joint failure or leakage, causing potential injury or damage. Gasket Storage: Gaskets need to be stored indoors, in a cool, dry place, not subjected to freezing conditions, in original SCI packaging. Basic instructions on storage, cleaning and preservations of elastomer sealing element are described in ISO 2230 and must be I observed. Gaskets exposed to light, heat, moisture, oils, solvents, oxygen and ozone may impair gasket performance. Exposure to these elements can degrade the elastomer which may cause softening, cracking, deformation, hardening and possible breakage if stored I in an inappropriate manner. Refer to the Chemical Services Chart on Pages 44-46 for information about gasket compatibility with a wide range of media. [Standard Gaskets Grade _____ Temp. Range Compound Color Code General Service Applications -30°F to ~230°F Pre-Lubricated Water, dilute acids, alkalies, salts, and many chemical services not E (-34°C to 110°C) EPDM Green Stripe involving hydrocarbons, oils, or gases. Excellent oxidation resistance. NOT FOR USE WITH HYDROCARBONS, LUBRICANTS OR OILS -20°F to +180°F I Nitrile - Orange Stripe Petroleum products, vegetable oils, mineral oils and air contaminated (-29°C to 82°C) (Buna-N) with petroleum oils. NOT FOR USE IN HOT WATER SERVICES._______ +20°F to +300°F 0 Fluoroelastomer Blue Stripe High temperature resistance to oxidizing acids, petroleum oils, hydraulic (-6°C to 149'C) I fluids, halogenated hydrocarbons, and lubricants. I I Gasket Grades - Common Applications - I Water and Air Service Gasket Grade Air, (no oil vapors) Temp. -40°F to 230°F (-40° to 110°C) E Air, Oil vapor Temp. -20°F to 150°F_(-29°C to 66°C) Air, Oil vapor Temp. 20°Fto300°F (-7°C to 149°C) -- 1 0 Water, Temp. to 150°F (66°C) Err I Water, Temp. to 230°F (110°C) - E Water, Acid Mine E/T* I Water, Chlorine EIO* Water, Deionized Water, Seawater E/T' Water, Waste - Err Water, Lime E/T* Li Petroleum Products Service Gasket Grade Crude Oil - Sour - T Diesel Oil I Fuel Oil I Gasoline, Leaded I Gasoline, Unleaded 0 Hydraulic Oil T T/O* JP-3, JP-4, and JP-5 JP-6, 100°F(38°C)_Maximum Temp. T Kerosene I Lube Oil, to 150°F (66°C) I Motor Oil T Tar and Tar Oil T 0 Transmission Fluid - Type A Turbo Oil #15 Diester Lubricant - 0 - * Where more than one gasket grade is shown the preferred gasket grade is listed first. 48 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-007 • FAX (323) 890-4456 • www.smithcooper.com I Chemical Composition Gasket Grade Acetaldehyde - E Acetamide T Acetic Acid up to 50% NA Acetic Acid, Glacial NA Acetic Anhydride E Acetone E Acetonitrile T Acetophenone E Acetylene E/T AcrdorutrHe - - NA - Adipic Acid T Air, oil free E Air with vapored oil T Alkalis E E NR Allyl Alcohol to 96% yl_Chloride_ Aluminum Chloride E/i EITIO Aluminum Fluoride Aluminum Hydroxide E/O Aluminum Nitrate E/i E Aluminum Phosphate Aluminum Salts E Aluminum Sulfate Eli Alums Eli Ammonia Anhydrous (Pure Ammonia) NR Ammonia, Gas, Cold E E Ammonia, Aqua, 10- 25% i Ammonium Bifluoride Ammonium Carbonate E Ammonium Chloride Elf Ammonium Fluoride, E Ammonium Hydroxide E Ammonia Liquid ________ E Ammonium Metaphosphate E Ammonium Nitrate Eli Ammonium Nitrite E Ammonium Persulfate, to 10% E Ammonium Phosphate i Ammonium Sulfamate i Ammonium Sulfate - _E/T_ Ammonium Sulfide E Ammonium Thiocyanate E Amyl Acetate E Amyl Alcohol E Amyl Chloride NA Anderol - 0 Aniline E Aniline Oil E Anthraquinone NA Anthraquinone Sulfonic Acid NR Antimony Chloride E Antimony iricholoride E Argon Gas E/O Aroclors 0 Arsenic Acid, to 75% i/O Arylsulfonic Acid NA ASiM#1,2&3Oil T Barium Carbonate E Barium Chloride - - E/i - Barium Hydroxide Eli Chemical Composition i Gasket Grade Barium Sulfide I Bee _ 0 Benzol 0 BenzylAohol E Benzyl Benzoate E Benzyl Chloride E Black Sulfate Liquor I Bleach, 12% Active C12 E , Borax E/O Bordeaux Mixture E Boric Acid Eli Bromine 0 Bromotoluene , NA Butanol (see Butycohol) Eli Butyl Acetyl Ricinoleate E Butyl Alcohol Elf Butyl Stearate I Butylene Butylene Glycol E Calcium Bisulfate - i/O Calcium Bisulfide I/O Calcium_Bisulfite , I Calcium Carbonate Eli Calcium Chlorate ' Eli Calcium Chloride ' Eli Calcium Hydroxide (Lime) Eli Calcium Hypochiorite E Calcium Hypochioride E Calcium Nitrate Elf Calcium Sulfate Eli Calcium Sulfide Efr1 Caliche Liquors i Carbitol Eli Carbon Dioxide, Dry , Eli Carbon Dioxide, Wet Eli Carbon Disulphide 0 Carbon Monoxide E Carbon Tetrachloride 0 Carbonic Acid, Phenol CasterOil i Caustic Potash Cellosolve E Cellulose Acetate Cellulube 220 (Tri-Aryl-Phosphate) E - - - Cellulube Hydraulic Flui ' ds- -1-- E ChinaWoodOil, Tung Oil i Chloralhydrate NA Chioroacetone E Chlorobenzene 0 - - Chiorobromomethane NA Chloroform 1 0 Chiorosuiphonic Acid NA - - - - Chrome Alum Eli Chromic Acid, to 10% 0 Chromic Acid, to 25% 0 Chrome Plating Solutions 0 Citric Acid, Saturated E Coke Oven Gas i/O , Copper Carbonate j Eli Chemical Composition Gasket Grade Copper Chloride Eli Copper Cyanide Copper Fluoride E Copper Nitrate , Eli1 Copper Sulfate - Eli Cresole, Cresylic Acid 0 Creosote, Coal Tar L I/O Creosote, Wood Cupric Fluoride Eli CupricSulfate Eli CyclohexaneAlycyclic (Hydrocarbon) 0 Cyclohexanol - - 0 Dextrim I DthutylPhthalate E DichioroDifloroMethane i Diesel Oil -I Diethyl Sebacate E Diethylamine T Diethylene Glycol Eli Digester Gas i Dimethylamine i Dioctyl Phthalate E Dioxane E Diproplylene Glycol I DowthermA 0 Dowtherm E , 0 Dowtherm SR-1 , i/E Ethanolamine E - Ethers NA Ethyl Acetoacetate E Ethyl Acrylate NA Ethyl Alcohol (Ethanol) E Ethyl Chloride Eli Eth14 Ether -t_ EthylOxalate E Ethyl Silicate i Ethylene Chiorohydrin E Ethylene Diamine ' Elf Ethylene Dichloride (Dichloroethane) 1 0 Ethylene Glycol Eli EthyleneOxide NA Ferric Chloride, to 35% Eli/O Ferric Chloride, Saturated NA Ferrous Sulfate * I Fluboric Acid E Fluorine Gas, Wet NA Fly Ash E FM200 E Foam E rmaIdhyde - ---------E/i Formanide i . Formic Acid, to 25% .- - E Freon ii, 130'F (54'C) Max. i Freon 12, .. - . I Freon F-12 i Freon 123 NA Freon 134a, 176°(80°C) Eli Freon F-21 NA Freon 113 130°F/54°C , T Freon 114,130°F/54°C i SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com 49 I I I I I I I I I II I I I I I I I I Chemical Composition Gasket Grade Fructose I FuelOil T Fumaric Acid E Fur -an NR Furfuryl Alcohol E Gallic Acid NH Gasoline, Refined T Gasoline, Unleaded 0 Glue T Glycerine E/i Glycerol Eli Glycol Grease Green Sulfate Liquor Halon 1301 Heptane Hexaldehyde Hexane Hexanol Hexanol Tertiary___________ Hexyl Alcohol Hexylene Glycol Hyd robromic Acid, to 40% - Hydrochloric Acid, to 36%, 75°F (24°C) - Max. Hydrocyanic Acid, to 10% Hydrofluoric —Ac i-d—, to —3 0—% Hydrofluosilicic Acid, to 50% Hydrogen Phophide Hydrogen Sulfide. Hydroquinone Hypochlorous Acid, Dilute lsobutylAohol Iso Octane,1 00°F/380C Isopropyl Acetate - Isopropyl Alcohol Jet Fuel, JP-4 Jet Fuel, JP-5 - - Kerosene Latex (i% Styrene & Butadiene) Lauric Acid Lauryl Chloride Lavender Oil Lead Acetate Lead Sulfate Lime and H20 Lime Sulfur Linoleic Acid Lithium Bromide (Brine) Lithium Chloride Lubricating Oil, Refined Lubricating Oil,Sour Lubricating Oil, to 1500F!660C Magnesium Chloride Magnesium Hydroxide - - Magnesium Nitrate Magnesium Sulfate Maleic Acid, Saturated - - Malic Acid Mercuric Chloride Chemical Composition Gasket Grade Mercuric Cyanide Eli Mercurous Nitrate Eli Mercury E/I Methane I E/I Methyl Alcohol, Methanol yllsobutyl Ketone NR E Methyl lsobutyl Carbinol Methylene Chlorobromide - NH Methylene Dichloride 0 MIL-05606 - 0 0 MIL-08515 MIL-1-7808 0 Mineral Oils ________ I Naphta 0 NR Naphtalene Nickel Chloride - Eli Nickel Plating Solution, 125'F (52'C) - Max. E Nitric Acid, to 10%, 75°F (24°C) -Max. E Nitric Acid, 10%-50%, 75°F (24°C) - Max. Nitrogen E E Nitromethane Nitrous Oxide E Ogisogiric Acid, to 75% 0 I Oil, Crude Sour Oil, Motor I Oleic Acid - I I Olive Oil Oronite 8200 Silicate Ester Fluid 0 0 Orthodichlorobenzene OS-45 Silicate Ester Fluid 0 OS-45-1 0 Oxalic Acid - -- E Ozone (100 ppm) E Palm Oil I Perchioric Acid NR Perchloroethylene - 0 Petroleum Ether (see Benzene) 0 Petroleum Oils I Phenol (Carbolic Acid) 0 Phosohoric Acid, to 50%, 70°F (21°C) - Max. E Phosohoric Acid, to 85%, 150°F (66°C) - Max._ - -- - Phosphate Ester E Photographic Solutions I Phthalic Anhydride (gold, brass cadmium,copper, lead, silver, tin, zinc) E Polybutene . - I - Polyvinyl Acetate, Solid in Liquid State is 50% solution of Methanol or E 60% solution of (H2O) Potash E Potassium Alum Eli Potassium Aluminum Sulfate Eli Potassium Bicarbonate Eli Potassium Bichromate Eli Potassium Borate E Chemical Composition Gasket Grade Potassium Bromate E PotassiumBromide Eli Eli Potassium Carbonate Potassium Chlorate E Potassium Chloride I Potassium Chromate T Potassium Cyanide Eli Potassium Dichromate E E Potassium_Ferrocyanide Potassium Fluoride E Potassium Hydroxide I Potassium Nitrate Eli Potassium Perborate E Potassium Perchlorate - I E Potassium Permanganate, to 10% Potassium Permanganate, to 25% E Potassium Persulfate I Potassium Silicate Eli Potassium Sulfate Eli Prestone I Propane Gas I Pmpanol - E Propargyl Alcohol E Propyl Alcohol Eli PropyleneDichloride L Propylene Glycol E PydraulF-9 and F-iSO NH Pyroguard __C" I PyroguardD" I E Pyroguard 55 Pyrrole E Ref. Fuel (ISOOctane, 30Ioluene) I I RosinOil Salicylic Acid E I Secondary Butyl Alcohol Sewage Eli Silver Nitrate E SilverSulfate E Skydrol2000F (93oC)-Max. NH —Et— Soap Solutions Soda Ash,Sodium Carbonate Eli Sodium Acetate E I Sodium Alum Sodium Benzoate - Eli Sodium Bicarbonate Eli Sodium Bisulfate Eli Sodium Bisulfite (Black Liquor) Eli Sodium Bromide Eli Sodium Carbonate Eli Sodium Chlorate E Eli Sodium Chloride Sodium Cyanide Eli Sodium Dichromate, to 20% Eli Sodium Ferricyanide Eli Sodium Ferrocyanide Eli Eli Sodium Fluoride Sodium Hydroxide, to15% E Sodium Hydroxide, to 50% E Sodium Hypochlorite,to20% E Sodium Metaphosphate Eli I El I I I I I I I I I I I I I I I I E E 0 I NH E I/O E E I E E I/O I/O I 0 I NR I Eli I Eli 0 0 I/O I/O I I I EIV Eli E Eli I I Err 50 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com I I Chemical Composition Gasket Grade Sodium Nitrite Sodium Nitrate Sodium Perborate Sodium Peroxide Sodium Phosphate, Neutral Sodium Silicate Sodium Sulfate Sodium Tulfide Sodium Suplhite Solution, to 20% Sodium Thiosulfate "Hypo" Sohovis47 Sohovis78 Solvasol #1,2 & 3 Solvasol#73 E/i E E E T T Err Eli T I T T T I Solvasol#74 NA Spindle Oil - I Stannic Chloride T StannousChloride, to 15% T Starch Steam Err NA - StearicAcid I T 0 StoddardSolvent Styrene _________ Sulfur -I — Sulfur Chloride 0 I Notes: Chemical Composition Grade Sulfur Dioxide, Dry FGasket Sulfur Dioxide, Wet Sulfuric Acid, to 25%, 150°F (66°C)-Max. 0 —2000E- Sulfuric Acid, to 25-50%, (930C) — Max. Sulfuric Acid, to 50-95%, 150°F (66°C)-Max. Sulfurous Acid 0 Tall Oil I Tanning Liquors( 50g. alum. Solution, 50g. dichromatesolution) TartaricAcid ierUaryButylAohol E/I 0 Tetrachloroethylene Tetrahydrofuran NA NA Tetralin Thane NA 0 Titanium Tetrachloride Toluene, to 30% 1 Transmission Fluid, Type A 0 Triacetin I Trichloroethane 0 IrichIoroethylene 0 Triethanolamine E/I Chemical Composition Gas Grad ket Trisodium Phosphate Tung Oil E I Turbo Oil #15 Diester Lubricant 0 Turpentine I TIE Urea Vinyl Acetate Vinyl Chloride E 0 I Vi-Pex Water, _to_150°F166°C E/T - Water, to 200°F/930C E E Water, to 230°F/1 10°C Water, to 250°F/1 20°C E Water, Acid Mine E/T Water, Bromine 0 Water, Chlorinated, to 3500ppm - - Water,Deionized Water, Potable E Water, Seawater E Water, waste E/T White Liquor E Wood Oil T Zinc Chloride, to 50% E Zinc Nitrate E Zinc Sulfate E/i I I I I I I I Recommended gasket grades shown are from information supplied by manufacturers of elastomers and rubber compounds, as well as technical and industry publications. This information is presented for evaluation purposes and does not constitute a guarantee for specific service conditions. When more than one gasket grade is shown, the preferred gasket grade is listed first. Unless otherwise noted, all gasket listings are based upon 100°F (38°C) maximum temperature service conditions ('JR = Not Recommend I I 1 I P I I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 51 Part Number TripleSeal End ShieldTm HP T-Nitrile E-EPDM T-Nitrile - - _0-Fluoroelastomer 65GCPF010 65G6PF612 65GCPF014 - 65G1R1012 - - - 65G1R1014 - 65GCPF020 65G1R1020 65GES020 65GCPF024 TR1024 - 65GCPF030 65G1R1030 65GES030 65GCPF040 - 65GCPF056 65GTR1040 65GE5040 - TR1050 65GCPF060 65G1R1060 65GTR1080 65GES060 - - 65GCPF080 65GCPF100 - - 65GCPF120 - - 65GHPNO4O 65GHPNO6O I[ Grooved COU-D--fing Gaskets - -- - Size , • in E-EPDM 1 65GCPE010 65GCPNO10 65GCPE012 65GCPNO12 I 1-1/4 1-1/2 65GCPE014 65GCPNO14 2 65GCPE020 65GCPrsJ020 2-1/2 65GCPE024 65GCPN024 - 65GCPE030 65GCPNO30 - I - 4 65GCPE040 65GCPN040 5 65GCPE050 65GCPN050 6 65GCPE060 65GCPN060 65GCPE080 65GCPNO80 I 8 10 65GCPE100 65GCPN100 12 65GCPE120 65GCPN120 14 6513CPE140 65GCPN140 I 16 65GCPE160 65GCPN160 18 65GCPE180 65GCPN180 20 65GCPE200 65GCPN200 I 24 65GCPE240 65GCPN240 I_ReducingCouplingGaskets [ Hinged Flange Adapter Gaskets Size in PartNumber E-EPDM T-Nitrile 2 65GFHE020 65GF1-IN020 2-1/2 65GFHE024 65GFHN024 - 3 65GFHE030 65GFHN030 4 65GFHE040 65GFHN040 5 6SGFHEOSO 65GFHN050 6 65GFHE066_ 65GEHN060 8 65GF1-IE080 65GFHN080 10 65GFHE100 65GFHN100 12 65GFHE120 65GFHN120 I Strap Tee Gaskets - Size Run x Branch in PartNumber E-EPDM 1-1/4 x 1/2 1-1/4 x 3/4 1-1/4 x 1 1-1/2 x 1/2 1-112X314 - All Sizes Use - - 65GMU012024 2 x 1 2-1/2x1/2 I I I I I [I I I I I I_Mechanical Tee Gaskets Size Run x Branch in PartNumber E-EPDM 2x1/2 65GMT020004 2x3/4 65GMT020006 2 x 1 65GM1020010 2x1-1/4 65GM1020012 - 2 x1-1/2 65GMT020014 -. 2-1/2 x 1/2 65GM1024004 -2-1/2x3/4 65GM1024006 2-1/2 x 65GM1024010 2-1/2 x 11/4 65GMT024012 2-1/2x 1-1/2 65GM1024014 3 x 1 65GM1030010 3 x 1-1/4 65GM1030012 3x1-1/2 65GM1030014 3 x 2 - 65GM1030020 65GMT040010 4 x 1 4x1-1/4 65GMT040012 4x1-1/2 65GM1040014 4 x 2 65GMT40020_ 4x2-1/2 65GM1040024 4 x 3 65GM1040030 65GMT050012 -- 5x1-1/4 5x1-l/2 5x2 2-1/2 5 x 3 6 x1-1/4 65GMT050014 65GM1050020 65GM1050024 - 65GM1050030 65GM1060012 6x1-1/2 6 x 2 - - - 6x 2-1/2 6 x 3 - 6x4 8 x 2 65GMT060014 65GMT060020 65GM1060024 65GM1060030 65GMT060040 65GMT080020 8 x 2-1/2 - 65GMT080024 8x3 65GMT080030 --8x4 - --65GMT080040 I 2-1/2x3/4 2-1/2x1 52 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com LGrooved Coupling Track Bolts &Hex Nuts Size in Standard Flexible Standard Rigid Lightweight Flexible Lightweight Rigid High Pressure 65SF & 66SF 655R & 665R 651F & 661F 651R & 661R 65HP 65HP-ES 1 1-1/4 1-1/2 2 2-1/2 3 4 5 3/8x2 1/2x2-3/4 1/2x2-3/4 1/2x2-3/4 1/2x3 1/2x3 5/8x3-1/2 3/4x4-1/2 318x2 3/8x2 3/8x2 318x2-l/2 1/2x3 1/2x3 1/2x3 5/8x4 - 3/8x2 - 3/8x2 - - - - - - 3/8x2 3/8x2 3/8x2-1/2 3/8x2-112 518x3 - 5/8x3 3/8x2-1/2 3/8x2-3/4 - 318x2-1/2 1/2x3-1/4 318x2-3/4 5/8x3 5/8x3-1/2 3/8x2-3/4 3/4x4 3/4x4-1/4 - 5/8x4 1/2x3-1/4 - 6 314x4-1/2 5/8x4 3/4x5-1/4 518x4 1/2x3-1/4 7/8x5-1/4 7/8x6 - 8 7/8x5-1/4 3/4x4-1/2 5/8x4-3/4 - - - 10 1 x 6 7/8x6 7/8x6 - - 12 1 x 6 - - - - - 14 16 - lx 5-1/2 (4-pc) 7/8 x 5-1/4 (3-pc) - - - - 1 x5-1/2,(4-pç)_ - 7/8x-]4pc)_ - - - - 18 1-1/8x6 (4-pc) 7/8 x5-1/4(3-PC) 20 (4-pc) _1-1/8x6 1x5-1/4 24 1-1/8 x 6 (6-pc) 1 x 5-1/4 (4-pc) - - - - I I I L NOTE: Couplings are 2 pieces unless noted. I_Reducing Coupling Track Bolts & Hex Nuts I Hinged Flange Adapter Latch Bolts Size I Bolt Size in I All Sizes Use 2-12 3/8x2-3/4 NOTE: SCI does not supply flange bolts or nuts. I_Bolt &Hex Nut Part Number Reference Size in Part Number 3/8x2 65NB003020 3/8 x 2-1/2 65NB003024 3/8 x 2-374 65NB003026 7 65NB004026 1/2x3 65NB004030 1/2x3 1/4 65NB004032 1/2x3-3/4 - 651\18004036 5/8 x 3-1/2 65NB005034 5/8x4 65NB005040 5/8 x 473/4 651\113005046 3/4 x 4-1/2 65NB006044 3/4 x 5-1/4 65NB006052 7/8 x 544 65NB007052 --7/8 _x6 65NB007060 lx 5-1/4 65NB010052 1_x_6__ 65N8010060 1-1/8x, ______6 651\113011060 I MechanicalTee Track Bolts & Hex Nuts Size Run Branch Bolt Size in 2x1/2 3/8x2-1/2 2x314 318x2-1/2 2 x 1 -3/8x2-112 2T174 3/8x2-1/2 - 2x1-1/2 3/8x2-1/2 1/2x3 1/2x3 2-1/2x1/2 2-1/2x3/4 2-1/2x1 1/2x3 1/2x3 2-1/2x1-1/4 2-1/2x1-1/2 112x3 3 x 1 112x3 3x1-1/4 112x3 1/2x3 3x1-1/2 -3x2 1/2x3 4 x 1 1/2x3 1/2x3 4x1-1/2 1/2x3 1/2x3 1/2x3 4 x 2 4x2-1/2 4x3 1/2x3 - 5x1-1/4 1/2x3-3/4 1/2x3-3/4 -- 5/8x4 5/8x4 5x1-1/2 - 5 x 2 5x2-1/2 5 x 3 5/8x4 6x1-1/4 1/2x3-3/4 6x1-1/2 1/2x3-3/4 6 x 2 5/8x4 6x2-1/2 5/8x4 - 6x3 5/8x4 6x4 518x4 - - 8 x 2 518x4 8x2-1/2 5/8x4 - 5/8x4 - 5/8x4 8 x 3 8x4 NOTE: Bolts and nuts are non-returnable. 1 1 I I I I I I I I I I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 53 I_MasterSpec® for COOPLOKTM Grooved COOPLOKTM Grooved Fittings and Couplings are now listed in the following U sections of MasterSpec, the leading specification service for architects and M asterSpecengineers in the United States. ered by SpecWare 211100 Facility Fire-Suppression Water-Service Piping • 221113 Facility Water Distribution Piping 211200 Fire Suppression Standpipes • 221116 Domestic Water Piping 211313 Wet-Pipe Sprinkler Systems • 221316 Sanitary Waste and Vent Piping I . 211316 Dry-Pipe Sprinkler Systems • 221413 Facility Storm Drainage Piping 212200 Clean-Agent Fire Extinguishing Systems • 232113 Hydronic Piping ISections 21120, 211313, 211316 and 232113 have enhanced listings in MasterSpec. Additional information is available on the specification screen for each section that includes product details and links to the Smith-Cooper website. I UL Listed / FM Approved Sprinkler Pipe 1SCI CCCPL0KTm Grooved Couplings are UL Listed and FM Approved for use on the c®us following types of sprinkler pipe:* LISTED APPROM I Pipe Name Manufacturer Dyna-Thread Central-Thread XL XL-ll Dyna-Flow Super 40 Allied Tube d Conduit C Super-Flo TL Central 7 ie BLT® u e an orp. Eddylite®, Eddy NO, Eddy Thread 40® - - - Bull Moose Tube Co. Gal-7® IDOD Systems Co. I EZ-Flow® Northwest Pipe & Casing Co. ' WLS®, Mega-Flow Mega-Thread®, MLT®, GL® Wheatland Tube Company Steady Flow®, Steady Thread® -- - - - - Welded Tube Corp. - Fire-Flo®, EZ-Thread® Youngstown Tube Co. Tex-Flow® Tex-Tube International I SPSF® Yieh Phui Enterprise Co. Ltd. ivu1t: incivaes any manuracrurer or ocneouie iu or ocneauie qu sreei pipe. IIIIeGK 51HIMUMPUT. for updated list of UL Listed/FM Approved sprinkler pipe manufacturers. I I i 54 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Pricing: Orders shall be subject to approval and acceptance by Smith-Cooper International (SCI). All pricing, terms, and conditions contained in any of SCI's price sheets are subject to change without notice. The company may, at its discretion, discontinue, modify, or otherwise change any product listed in its price sheets without prior notice. Offer to sell is not implied by possession of SCI's catalogs or price sheets. A service charge of 1-1/2% per month will be added to any past due balance. I I I Freight Terms: SCI's product offering is divided into different freight categories. All items in the same category can be combined to achieve I freight prepaid. Once prepaid status is achieved in any product category, material from other categories can be added and the entire order will ship prepaid. Please refer to the SCI website for the current Freight Policy. SCI reserves the right to specify freight terms on specially quoted, net priced orders. On prepaid orders, the choice of shipper will be at SCI's discretion. I Shortages: Claims for any shortages must be filed within 10 business days of the shipping date. Damages: Claims for damaged products or lost in transit should be directed to the appropriate carrier by the consignee. SCI's I responsibility ceases and title passes on delivery to the carrier. Returns: Returns of material are not allowed without prior, written authorization from SCI. A copy of the RGA Authorization must I accompany any material return. Goods which are returned for any other reason than a defect must be in original unbroken cartons, unless originally sold loose, and will be subject to inspection to ensure the items are in "resaleable" condition. Special Order! Special Order and/or Fabricated Items are non-returnable. Please refer to the SCI website for Material Return Policy. I Fabricated Items: I ..- - -, As used herein, "Supplier" shall mean SMITH-COOPER INTERNATIONAL, INC. or any of its affiliates (for clarity, as used herein, Supplier shall only refer to such entity which actually sold the product being warranted to the initial purchaser). Supplier warrants to its initial purchaser only, that the products which are delivered to this initial purchaser will be of the kind described in the order or price list and will be delivered free of defects in workmanship or material. I Should any failure to conform to this warranty be discovered within the Warranty Period (defined below) and written notice of such nonconformity is provided to Supplier promptly after such discovery and within the Warranty Period, upon return of the defective product to Supplier in accordance with the Supplier's instructions and the reasonable determination by Supplier that the product (a) does not conform to the warranty and (b) has been stored, installed, used, maintained and operated in accordance with recognized engineering and piping practices, industry standards and the installation and operating manuals supplied by Supplier, Supplier will correct such defects by suitable repair or replacement of the product at Supplier's own expense or refund the portion of the price applicable to the ' nonconforming portion of the product (which alternative shall beat the sole discretion of Supplier). If any portion of the product so repaired or replaced fails to conform to the foregoing warranty, and written notice of such nonconformity is provided to Supplier promptly after discovery and within the original Warranty Period applicable to such product or 30 days from completion of such repair or replacement, whichever is later, Supplier will repair or replace such nonconforming product. The original warranty Period shall not otherwise be extended. The "warranty Period" shall mean a period of five years from the date of delivery to its initial purchaser; provided however, with respect to Sharpe® valves products, the "Warranty Period" shall mean a period that is the shorter of (i) twenty-four (24) months from the date of delivery to its initial purchaser or (ii) twelve (12) months after installation. In the event that Supplier elects to replace or repair the detective product, Supplier shall pay up to $50 per defective product for total cost of installation, in addition to repairing or replacing such product in accordance with the terms contained herein. In the event of multiple claims, such payment shall be no greater than $1,000 for each installation project. Except as set forth in the foregoing sentence, Supplier shall not be responsible for the cost of providing working access to the nonconforming products, including disassembly and re-assembly of non-Supplier supplied equipment, or for transportation to or from any repair facility, all of which shall be at the initial purchaser's risk and expense. This warranty applies only during normal, intended and proper use that meets the above referenced conditions of storage, installation, usage, maintenance and operation and is absolutely void if the product has been damaged after purchase, or if it has been repaired (except if such repair was expressly authorized by Supplier and performed by Supplier), misused, altered or modified in any manner whatsoever. Without limiting the generality of the foregoing, this warranty is void if any portion of the product, including without limitation, any component, gasket, housing or bolt, has been misused, modified, altered, repaired (except if such repair was expressly authorized by Supplier and performed by Supplier), remanufactured or replaced (except if such replacement was expressly authorized by Supplier) in any manner by the initial purchaser, customer, user of the product or third party. COOPLOKTM Grooved products must be used with Smith Cooper International (SCI) branded bolts, gaskets and housings for this warranty to be valid. Rubber gaskets for Smith Cooper International (SCI) Grooved products must be stored or installed in an environment which preserves their elasticity for full functionality for the warranty to be valid. Supplier does not warrant or cover damages arising from a disaster such as a fire, flood, wind, earthquake, or lightning. The warranty set forth herein also does not cover normal and customary wear and tear. The limitations contained herein on the validity of the warranty shall govern not only the express warranty made by the Supplier herein, but also any other warranty which, contrary to the terms herein, is deemed or implied by law to be in effect. Products supplied by Supplier but manufactured by others are warranted only to the extent of the manufacturer's warranty, and only the remedies, if any, provided by the manufacturer will be allowed. No returns will be allowed unless prior written permission of Supplier is first obtained. Purchasers shall be responsible for all costs of transportation as well as restocking charge. All causes of action against Supplier arising out of or relating to this warranty or the performance or breach hereof shall expire unless brought within one year of the time of accrual thereof. THIS WARRANTY IS EXCLUSIVELY FOR THE BENEFIT OF THE INITIAL PURCHASER OF THIS PRODUCT FROM SUPPLIER, AND, EXCEPT TO THE EXTENT PROHIBITED BY APPLICABLE LAW, THE FOREGOING WARRANTY IS IN LIEU OF, AND SUPPLIER DOES NOT MAKE, AND EXPRESSLY DISCLAIMS, ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, WRITTEN OR ORAL, ARISING FROM COURSE OF DEALING, COURSE OF PERFORMANCE, USAGE OF TRADE, LAW, OR OTHERWISE, INCLUDING BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, THE REMEDIES STATED HEREIN CONSTITUTE PURCHASER'S EXCLUSIVE REMEDIES AND SUPPLIER'S ENTIRE LIABILITY FOR ANY BREACH OF WARRANTY. LIMITATIONS OF LIABILITY: NOTWITHSTANDING ANYTHING HEREIN TO THE CONTRARY, IN NO EVENT SHALL SUPPLIER BE LIABLE TO ITS INITIAL PURCHASER OR ANYONE ELSE FOR ANY SPECIAL, PUNITIVE, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR REVENUE, LOSS OF USE OF THE PRODUCTS OR ANY ASSOCIATED EQUIPMENT, COST OF CAPITAL, COST OF SUBSTITUTE PRODUCTS, FACILITIES OR SERVICES, DOWNTIME COSTS, DELAYS, AND CLAIMS OF CUSTOMERS OF THE INITIAL PURCHASER OR OTHER THIRD PARTIES FOR ANY DAMAGES., EVEN IF SUPPLIER HAS BEEN ADVISED OF THE POSSIBILITY OR LIKELIHOOD OF SUCH DAMAGES. IN NO EVENT, REGARDLESS OF CAUSE, SHALL SUPPLIER BE LIABLE FOR PENALTIES OR PENALTY CLAUSES OF ANY DESCRIPTION OR FOR INDEMNIFICATION OF INITIAL PURCHASER OR OTHERS FOR COSTS, DAMAGES, OR EXPENSES ARISING OUT OF OR RELATED TO THE PRODUCTS. No warranty of any kind, whether express or implied shall pass through our initial purchaser to any other person, organization, entity or the like. Except as expressly provided herein, in no event shall any liability or responsibility of Supplier which may arise in any circumstances whatsoever exceed the price to the initial purchaser of the Supplier's product on which such liability is based. Disclaimer: Supplier shall not be liable or responsible for omissions or errors in its catalog. Please refer to www.smithcooper.com for current information. SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • www.smithcooper.com 55 Lops s/ Sillcocks ins Call For A Complete Product Catalog ndustrialPVF Malleable Iron Cast Iron Ductile Iron Bronze Fittings Fittings I Flanged Forged Steel Fittings Merchant Steel ICOOPLETS® Nipples Swage Nipples . Lead Free Steel gs ed Fittings igs ittings tation Fittings sing Couplings Fittings Valves- Butterfly & Swing Check COOPLET® Adapter Nipples I SNITHCOOPE R® INTERNATIONAL II Toll Free 800-766-0076 Fax 323-890-4456 I www.smithcooper.com Los Angeles, CA • Atlanta, GA • Vancouver, WA • Chicago, IL 2017 I I I 1 SECTION 4 I U 1 U 1 i Ll VALVES I I I Fig. 67BFVGET Grooved End Butterfly Valve with Indicator 300 psi working pressure UL/ULC Listed FM Approved California State Fire Marshall Approval No. 7770-1740:100 Factory installed replaceable double tamper switch Approved for indoor and outdoor use Grooved ends Gear operated No. Part 1 Body 2 Disc 3 Upper & Lower Stems 4 Input Shaft 5 Gear Housing 6 Handwheel 7 Flag Indicator 8 Gear Housing Gasket 9 0-Rings (All) Material Specification ASTM A-536 Dl, Nylon-li Coated ASTM A-536 DI, EPDM Encapsulated AISI Type 420 Stainless Steel AISI Type 410 Stainless Steel ASTM A-536 Ductile Iron ASTM A-536 Ductile Iron ASTM A-536 Ductile Iron EPDM EPDM Pipe Size A B c D [ F Weight Part Number in/mm in/mm in/mm in/mm in/mm in/mm in/mm lb/kg 2-1/2 4.13 3.80 3.80 5.31 5.31 5.00 22.0 67BFVG ET024 65 105.0 96.4 96.4 135.0 135.0 128.0 10.0 3 4.41 3.80 3.80 5.59 5.31 5.00 23.0 67BFVGET030 80 1 112.0 96.4 96.4 142.0 135.0 1 128.0 10.4 4 5.71 4.54 4.54 6.89 5.31 5.00 27.0 67BFVG ETO4O 100 145.0 115.4 115.4 175.0 135.0 128.0 12.2 6 7.05 5.21 5.21 8.23 7.60 8.70 42.0 67BFVGET060 150 179.0 132.4 132.4 209.0 193.0 220.0 18.9 8 8.03 5.80 5.80 9.21 7.60 8.70 47.0 67BFVG ETO8O 200 204.0 147.4 147.4 234.0 193.0 220.0 21.2 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX(323)890-4456 • wwwsmithcooper.com 37 :. 577! f x[HU I i*1:L1ii '1 :1.1 I Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve I I I 1 I I 1 I The AGE Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on I multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 101 1A features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3/4" to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). • Complies with NFPA 13 and NFPA 13R Requirements • Compact, Single-Handle Ball Valve • Tamper-Resistant Test Orifice and Sight Glasses • 300 PSI rated. • Specifiable orifice sizes: 3/' (2.8K), /16" (4.2K), ½" (5.6K), 17/32" (8.0K), /8" (11.2K, ELO), 3%" (14.0K, ESFR), and K25 • Relieves Excess System Pressure caused by Surges or Temperature Changes • Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing • Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. ss-M1011A_v001 06/13 TESTANDRAINO is a registered trademark of AGF Manufacturing Inc. [T I I I LI I SIZE A B C D E F G H 3,4" 7A6" 11/2 23/16" 33/8 33/8 113/16" 4A6" 6" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 79/16" 11/2 2A6" 3/8" 3/8" 113/1&' 49/16" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) 1 (162.5 mm) 11/4" 715/16" 111/16" 29/16" 41/4" 3/8" 115/16" 59/16" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1/2 113/16" 31/4" 51/16" 3/8" 2" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2" 815A6" 113/16" 31/4 51/16" 3/8" 25/8 ' 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) I I I 1 Model 1011 - Plan View Dimensions USTED 0 TESTAN DRAIN® Model 1011 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVED Factory Rated at 175 PSI with other setting available Model 1011 - Front View rj I I I The Model 1011 provides the following.. From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location... downstream of the waterflow alarm. Chapter 8.1 7.4.3.1 (Dry Pipe System) a trip test connection not less than 1 'in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than 1/2" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve TO B IN DR IN Orifice Sizes 3/8", 1/2 ' 17/32" 5/s" ELO*, 3/4 ' ESFR*, and K25** Materials Handle................Steel Stem ...................Rod Brass Ball ...................... CR Brass Body...................Bronze Valve Seat...........Impregnated Teflon® Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM MADE IN U.S.A. I I I I I I :1 yri AGF Manufacturing Inc. Job Name:_____________________________ I 100 Quaker Lane, Malvern, PA 19355 Architect:________________________________________ Phone: 610-240-4900 Fax: 610-240-4906 Engineer: www.testandrain.com Contractor: "Available on 1114" to 2 size units only • **Available on 11/2 and 2 size units only LI I I I SECTION 5 I I I I I I I I Li I I HANGERS I & BRACING I I I i I 3.3.5.1 Product description KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.1 Product description I 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, type 304 and type 316 stainless steel versions. The anchor diameters range from 3/8-, 1/2-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, lightweight concrete over metal deck and grout-filled concrete masonry. 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. 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 type 316. Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut, washer, and expansion sleeve conform to type 316 stainless steel. 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. Type 316 stainless steel wedges provide 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 AOl 318-14 Section 2.3. ACI 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation instructions 3.3.5.5 Ordering information Impact section dog point Nut - Washer - Red mark Anchor thread Anchor body Stainless steel expansion sleeve (wedges) Expansion cone Listinas/ADorovals ICC-ES (International Code Council) ESR-1 917, ESR-3785, ESL-1067 City of Los Angeles Research Report No. 25701 Research Report No. 26057 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 ULLLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 Independent code evaluation IBC®/ IRC® 2015 IBC®/ lRC® 2012 IBC®/ IRC® 2009 IBC®/ IRC® 2006 National Building Code of Canada 2015 National Building Code of Canada 2010 1 I I I I I ri I 1 [1 [1 Hilti, Inc. (US) 1-800-879-8000 1 www.hitti.com I an espanol 1-800-879-5000 1 Hihi (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 277 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.2 Material specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 NA 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 17,535 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the reauirements of ASTM A563. Grade A. Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 1 13,938 1 19,109 3/4 1 22,481 1 24,729 All nuts and washers for type 304 anchors are made from type 304 stainless. All nuts and washers for tvDe 316 anchors are made from tvDe 316 stainless. Nuts meet the dimensional reciuirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion sleeve (wedges) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively. 3.3.5.3 Technical data 3.3.5.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR-1 917 and the equations within ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR-1 917 are not contained in this section, but can be found at www.icc-es.org or at www.hilti.com. I 1 1 I 278 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 r~ 1 I I I I I I Li I I Li I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 1 - Hilti KWIK Bolt TZ carbon steel specifications Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit dbit in. 3/8 1/2 5/8 diameter 3/4 Minimum nominal in. 1-13/16 2-5/16 3-1/16 2-3/8 3-5/8 3-9/16 4-7/16 3-13/16 4-5/16 5-5/16 embedment h nom (mm) (46) (59) (78) (60) (91) (91) (113) (97) (110) (135) Effective minimum in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 embedment h01 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) in. 2 2-5/8 3-3/8 2-5/8 4 3-3/4 4-3/4 4 4-5/8 5-3/4 Mm. hole depth h0 (mm) (51) (67) (83) (67) (102) (95) (121) (102) (117) (146) Mm. thickness in. 0 0 0 3/4 1/4 3/8 3/4 0 0 7/8 of fixture' t n-an (mm) (0) (0) (0) (19) (6) (9) (19) (0) (0) (23) Max. thickness in. 2-13/16 2-5/16 1-9/16 4 2-3/4 5-5/8 4-3/4 5-9/16 4-15/16 3-15/16 of fixture t max (mm) (71) (59) (40) (101) (70) (143) (121) (141) (125) (100) Installation torque ft-lb 25 40 60 110 (concrete) (Nm) (34) (54) (81) (149) Installation torque ft-lb n/a I 15 I n/a 25 35 n/a I 70 I (masonry) ( 20) (34) (47) I (95) Fixture hole in. 7/16 9/16 11/16 13/16 diameter d h (mm) (11.1) (14.3) (17.5) (20.6) Available anchor in. 3 I 3-3/4 5 3-3/414-1/215-1/21 7 4-3/41 6 18-1/21 10 5-1/2 I 7 I 8 I 10 lengths fanch (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (178) (203) (254) Threaded length in. 1-1/2 I 2-1/4 3-1/2 1-5/812-3/813-3/814-7/8 1-1/212-3/415-1/416-3/4 2-1/2 I I I 7 including dog point thred (-n) (38) I (57) (89) (41) (60) I I (86) I 1(124) (38) I () I 1(133)1(171) I (63) I (103) I 1(128)1 I (179) in. 1-1/2 2-1/8 3-1/4 3 Unthreaded length nthr (mm) (39) 1 (54) (83) 1 (77) 1 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt TZ anchors are installed at this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly. I I I I I I I I I I I I [A I I I I 1 Figure 1 - Hilti KWIK Bolt TZ specifications ranch I h0 I I Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 279 3.3.5 KWIK Bolt TZ Expansion Anchor Table 2 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 Nominal Tension - N,, Shear - c1V anchor Effective Nominal diameter embed. embed. f c = 2,500 psi I' = 3,000 psi I' = 4,000 psi f' = 6,000 psi f = 2,500 psi f', = 3,000 psi f' = 4,000 psi f = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,185 1,300 1,500 1,835 1,545 1,690 1,950 2,390 (38) (46) (5.3) (5.8) (6.7) (8.2) (6.9) (7.5) (8.7) (10.6) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 3/8 (51) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2-3/4 3-1/16 2,670 2,925 3,380 4,140 7,660 8,395 9,690 11,870 (70) (78) (11.9) (13.0) (15.0) (18.4) (34.1) (37.3) (43.1) (52.8) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250 (83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820 (102) (113) (26.4) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6) 3-1/4 3-13/16 4,570 5,005 5,780 7,080 9,845 10,785 12,450 15,250 (83) (97) (20.3) (22.3) (25.7) (31.5) (43.8) (48.0) (55.4) (67.8) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 3/4 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9) Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete' .2,3,4,5 Nominal Tension - 4N Shear - anchor Effective Nominal diameter embed. embed. f'c = 2,500 psi f = 3,000 psi f'c = 4,000 psi I',, = 6,000 psi f = 2,500 psi IC = 3,000 psi f'0 = 4,000 psi f, = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 860 940 1,085 1,330 1,095 1,195 1,385 1,695 (38) (46) (3.8) (4.2) (4.8) (5.9) (4.9) (5.3) (6.2) (7.5) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 38 / (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 2-3/4 3-1/8 2,050 2,245 2,595 3,175 5,425 5,945 6,865 8,405 (70) 1 (79) (9.1) (10.0) (11.5) (14.1) (24.1) (26.4) (30.5) (37.4) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 / 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 / 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-1/4 3-13/16 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (97) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 3/4 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 6 to 13 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A0 = 0.60 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by 0N = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 280 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hifti.com I Anchor Fastening Technical Guide Ed. 17 I i~, I 1 I I I I I 1 I I 1 I I 1 I I For a specific edge distance, the permitted spacing is calculated as follows: I (S.1 - S.) (c - cmin2) min,2 + (c.1 - Cmin) I I I Figure 2 Anchors not permitted in shaded area Case 2 / / 0 " Case 1 S 2 Concrete =n,1 Edge Ca 0) c ats CO degn ------:---"ir: ____, c 0 at 1. m 2 Cd=gn edge distance c KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors1'2 Nominal anchor diameter Tensile 4)N 3 Shear Seismic shear in Effective embedment in. (mm) lb (kN) lb (kN) lb (kN) 1-1/2 4,875 1,415 1,415 (38) (21.7) (6.3) (6.3) 3/8 / 2 2-3/4 4,875 2,335 1,465 (51) (70) (21.7) (10.4) (6.5) 2 3-1/4 8,030 3,570 3,570 1/2 (51) (83) (35.7) (15.9) (15.9) 3-1/8 4 12,880 5,260 4,940 5/8 (79) (102) (57.3) (23.4) (22.0) 3-1/4 3-3/4 4-3/4 18,840 8,890 7,635 3/4 (83) (95) (121) (83.8) (39.5) (34.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ carbon steel anchors are to be considered ductile steel elements. 3 Tensile 4)N = 4) A f as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with <4) 0.60 A.,v futa as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4)Vsaeq <4)0.60 Aoev f ta as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. I I I 1 I I I I Table 5 - Carbon steel Hilti KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum in 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 embedment h of (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Mm. member in. 3-1/4 4 5 5 4 6 6 8 5 6 8 5-1/2 6 8 8 thickness h "'i" (mm) (83) (102) 1 (127) (127) (102) (152) (152) (203) (127) (152) (203) (140) (152) (203) (203) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 Crnifll (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) Case 1 for in. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8 S,,,1 (mm) (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) in. 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 c r,n,2 (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) Case 2 for in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 S,2 , (mm) (203) (64) (64) (70) (60) (89) (76) (127) (127) (102) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where crnni <c <c,,,02, will determine the permissible spacings. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 281 I I I I I [] I I KWIK Bolt TZ Expansion Anchor Table 6 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete"2 Edge distance in shear 3/8-in. KB-TZ CS II To and away uncracked Spacing factor Edge distance factor spacing factor Conc. thickness factor concrete in tension in tension in shear' I Toward edge from edge in shear' IAN 1 RN lAy fRy fRy 1E1V Effective in. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 embed. hA (mm) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) 1 (38) (51) (70) (38) (51) (70) Nominal in. 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/11 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/1 2-5/16 3-1/8 embed. (mm) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) 2-1/2 (64) n/a 0.71 0.65 n/a 0.60 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.60 0.32 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 0.69 0.79 n/a 0.62 0.56 n/a 0.64 0.21 n/a 0.69 0.42 n/a n/a n/a 3-1/2 (89) n/a 0.79 0.71 n/a 0.80 0.88 n/a 0.64 0.57 n/a 0.81 0.27 n/a 0.81 0.53 0.62 n/a n/a 3-5/8 (92) n/a 0.80 0.72 n/a 0.83 0.91 n/a 0.65 0.57 n/a 0.85 0.28 n/a 0.85 0.56 0.63 n/a n/a 4 (102) 014 058 09 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 1.00 n/a 0.69 0.59 n/a 1.00 0.39 n/a 1.00 0.78 0.71 0.86 n/a a, 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.91 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.95 0.66 6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.60 n/a 0.82 1.00 0.69 7 (178) n/a 0.92 n/a n019 0.64 n/a 016 n/a 08 014 a, 8 (203) 1.00 0.98 1.00 0.72 0.83 0.66 1.00 0.92 1.00 0.94 0.80 9 (229 78 1.00 1.00 0.84 - 10 (254) 1.00 0.78 0.91 0.70 1.00 0.89 11 (279) 1.00 0.81 0.95 0.72 0.93 12 (305)1 1.00 0.83 1.00 0.74 0.97 13 (330) 1.00 0.86 1.00 0.76 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete"2 Edge distance in shear 3/8-in. KB-TZ CS II To and away cracked Spacing factor Edge distance factor Spacing factor Conc. thickness factor concrete in tension in tension in shear' I Toward edge from edge in shear' IAN 1 RN Jr. f" 'NV fAA Effective in. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 embed. h, (mm) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) 1 (51) (70) (38) (51) (70) (38) (51) (70) Nominal in. 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1.13/11 2-5/16 3-1/8 embed. hr,,, (mm) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) 2-1/2 (64) n/a 0.71 0.65 n/a 0.87 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.87 0.33 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 1.00 0.79 n/a 0.62 0.56 n/a 0.65 0.21 n/a 1.00 0.43 n/a n/a n/a 3-1/2 (89) n/a 0.79 0.71 n/a 1.00 0.88 n/a 0.65 0.57 n/a 0.82 0.27 n/a 1.00 0.54 0.62 n/a n/a 3-5/8 (92) n/a 0.80 0.72 n/a 1.00 0.91 n/a 0.65 0.57 n/a 0.86 0.28 n/a 1.00 0.57 0.63 n/a n/a 4 (102) 058 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 n/a 0.69 0.59 n/a 0.39 n/a 0.79 0.71 0.87 n/a 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.92 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.96 0.66 6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.61 n/a 0.82 1.00 0.69 7 (178) n/a 0.92 n/a n/a a7904 n/a 0.76 n/a 0.88 - 015 7 i2 8 (203) 1.000 0.98 1.00 0.72 0.83 0.66 1.00 0.93 1.00 0.94 0.80 0) . 9 (229) 1.000 1.00 0.75 0.87 0.68 1.00 1.00 0.85 a - 10 (254) 1.000 0.78 0.92 0.70 0.89 11 (279) 1.000 0.81 0.96 0.72 0.94 12 (305) 1.000 0.83 1.00 0.74 0.98 13 (330) 1.000 0.86 0.76 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from AC) 318-14 Chapter 17. 3 Spacing factor reduction in shear, 1A'' assumes an influence of a nearby edge. If no edge exists, then 1AV = 1AN• 4 Concrete thickness reduction factor in shear, 'HA' assumes an influence of a nearby edge. If no edge exists, then 'HV = If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 282 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I [1 I I LII I I 1 I I I I Li I Li [1 I 1/2-in. KB-TZ CS uncracked concrete Spacing factor in tension I4N Edge distance factor in tension 'RN Spacing factor in shear' 'AV Edge distance in shear Conc. thickness fac- tor in shear' fRy I toward edge 'NV 11to and away from edge 'NV Effective in. embed. h01 (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. he,,,,, (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.41 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64) n/a 0.63 n/a 0.42 n/a 0.55 n/a 0.14 n/a 0.28 n/a n/a 2-3/4 (70) 0.73 0.64 0.51 0.44 0.62 0.55 0.51 0.16 0.51 0.33 n/a n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a .(D 3-12 (89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 4-1/8 (105) 0.84 0.71 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 n/a 4-1/2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a .9. .. 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a • 5-1/2 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a . . 5-3/4 (146) 0.98 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a 6 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 (203) -8 0.91 1.00 0.85 1 0.64 0.81 1.00 0.76 (229) - _______ 0.96 0.89 0.66 0.97 0.81 10 (254) _______ 1.00 _______ 0.94 0.68 1.00 0.85 11 (279) _______ 0.98 0.70 0.89 CL C/) 12 (305) _______ 1.00 0.72 0.93 14 (356) _______ 0.75 1.00 16 (406) _______ 0.79 18 (457) 0.83 1 - > 20 (508) 1 0.86 1 I I I I I I I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 8 - Load adjustment factors for 1/2-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1'2 U I I I I I I I I I Table 9 - Load adjustment factors for 1/2-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete"2 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension 'AN Edge distance factor in tension 'RN Spacing factor in shear' lAy Edge distance in shear Conc. thickness fac- tor in shear' 'NV I toward edge 'NV 11to and away from edge 'NV Effective in. embed. hA (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 1 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h 0,,, (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 1 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.63 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64) n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (70) 0.73 0.64 0.93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a n/a 3 (76) 0.75 0.65 1.00 0.71 0.63 0.55 0.71 0.19 1.00 0.38 n/a n/a 3-1(2 (89) 0.79 0.68 1.00 0.79 0.65 0.56 0.89 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.68 0.57 1.00 0.29 1.00 0.58 0.84 n/a 4-1/8 (105) 0.84 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 n/a 4-1/2 (114) 0.88 0.73 0.94 0.70 0.58 0.34 0.69 0.89 n/a 5 (127) 0.92 0.76 1.00 0.72 0.59 0.40 0.81 0.94 n/a d 5-1/2 (140) 0.96 0.78 0.74 0.60 0.47 0.93 0.98 n/a Ca .L. 5-3/4 (146) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a 6 (152) 1.00 0.81 0.76 0.61 0.53 1.00 0.66 7 (178) 0.86 0.81 0.63 0.67 0.71 8 (203) 0.91 0.85 0.65 0.82 0.76 9 (229) 0.96 0.90 0.66 0.98 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 co 11 (279) 0.98 0.70 0.90 12 (305) 1.00 0.72 0.94 14 (356) 0.76 1.00 16 (406) 0.79 18 (457) 0.83 1 - > 20 (508) 0.86 1 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, f v assumes an influence of a nearby edge. If no edge exists, then fAV 'AN 4 Concrete thickness reduction factor in shear, f,,,. assumes an influence of a nearby edge. If no edge exists, then 'HV = 1.0. c: If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. )US( 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 283 I I KWIK Bolt TZ Expansion Anchor Table 10 - Load adjustment factors for 5/8-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1'2 5/81n. KB-TZ CS uncracked concrete Spacing factor in tension 'AN Edge distance factor in tension IN Spacing factor in shear' fl, Edge distance in shear Conc. thickness fac- tor in shear' IHV .L toward edge fRy 11to and away from edge fRy Effective in. embed. h0f (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 1 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 1 3-1/8 (79) 4 (102) Nominal in. embed. h om (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.46 n/a 0.55 n/a 0.17 n/a 0.34 n/a n/a 3-1/2 (89) 0.69 0.65 n/a 0.48 0.57 0.56 n/a 0.19 n/a 0.38 n/a n/a 3-5/8 (92) 0.69 0.65 0.60 0.48 0.57 0.56 0.28 0.20 0.56 0.40 n/a n/a 4 (102) 0.71 0.67 0.64 0.51 0.58 0.56 0.32 0.23 0.64 0.47 n/a n/a 4-1/4 (108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 0.26 0.67 0.51 n/a n/a 4-1/2 (114) 0.74 0.69 0.70 0.56 0.59 0.57 0.38 0.28 0.70 0.56 n/a n/a - 4-3/4 (121) 0.75 0.70 0.73 0.58 0.59 0.58 0.42 0.30 0.73 0.58 n/a n/a 0.71 0.77 0.60 0.60 0.58 0.45 0.33 0.77 0.60 0.63 n/a 5-1/2 (140)0.73 0.85 0.64 0.61 0.59 0.52 0.38 0.85 0.64 0.66 n/a 5-7/8 (149) 0.74 0.90 0.67 0.62 0.59 0.57 0.42 0.90 0.67 0.68 n/a 5 (127)KO.7 6 (152) 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 6-1/8 (156) 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 8 (203) 0.83 1.00 0.91 0.66 0.63 0.91 0.66 1.00 0.91 0.79 0.71 10 (254) 1.00 1 0.92 1.00 0.70 0.66 1.00 0.92-- 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 CO 14 (356) 0.77 0.72 1.00 0.94 CL 16 (406) 0.81 0.75 1.00 18 (457) 0.85 0.78 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - > 24 (610) 0.97 0.88 Table 11 - Load adjustment factors for 5/8-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete',' 5/81n. KB-TZ CS cracked concrete Spacing factor in tension .fAN Edge distance factor in tension 'RN Spacing factor in shear' lAy Edge distance in shear Conc. thickness fac- tor in shear3 fRy I toward edge fRy 11to and away from edge fRy Effective in. embed. h (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 1 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. h 0,,, (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.66 n/a 0.55 n/a 0.17 n/a 0.35 n/a n/a 3-1/2 (89) 0.69 0.65 n/a 0.69 0.57 0.56 n/a 0.19 n/a 0.39 n/a n/a 3-5/8 (92) 0.69 0.65 0.83 0.71 0.57 0.56 0.28 0.20 0.56 0.41 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a 4-1/4 (108) 0.73 0.68 0.93 0.78 1 0.58 0.57 0.36 0.26 0.71 0.52 n/a n/a 4-1/2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a - - 4-3/4 (121) 0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 n/a n/a 5 (127) 0.77 0.71 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a .L. 5-7/8 (149) 0.81 0.74 0.98 0.62 0.59 0.58 0.42 0.84 0.68 n/a 6 (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 6-1/8 (156) 0.83 0.76 0.62 0.60 0.62 0.45 0.89 1 0.69 0.62 8 (203) 0.93 0.83 0.66 0.63 0.92 0.67 1.00 0.79 0.71 7-5 10 (254) 1.00 1 0.92 _______ _______ 0.70 0.66 1.00 0.93 0.89 0.80 12 (305) _______ 1.00 0.74 0.69 1.00 0.97 0.87 CL 14 (356) 0.78 0.72 1.00 0.94 16 (406) 0.82 0.75 1.00 18 (457) 0.85 0.79 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - >24 (610) 0.97 0.88 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PRIORS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, f A, assumes an influence of a nearby edge. If no edge exists, then fAV = fAN 4 Concrete thickness reduction factor in shear, 'NW assumes an influence of a nearby edge. If no edge exists, then I NV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 284 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I I I I I I I [1 [1 I I I I I kWIK Bolt TZ Expansion Anchor 3.3.5 Table 12 - Load adjustment factors for 3/4-in, diameter carbon steel Hilti KWlK Bolt TZ in uncracked concrete12 Edge distance in shear 3/4-in. KB-TZ CS Spacing factor Edge distance factor Spacing factor II to and away Conc. thickness factor uncracked concrete in tension in tension in shear' .L toward edge from edge in shear3 fm 'RN f IRA 'NV I Effective in. 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 embed. h (mm) (83) (95) (121) (83) (95) (121) (83) (95) (121) (83) (95) (121) (83) (95) (121) (83) (95) (121) Nominal in. 3-13/16 4-5/16 5-9/16 3-13/11 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/1 4-5/16 5-9/16 3-13/11 4-5/16 5-9/16 3-13/1 4-5/16 5-9/16 embed. h (mm) (97) (110) (141) (97) (110) (141) (97) (110) (141) 1 (97) (110) (141) (97) (110) (141) (97) (110) (142) 4 (102) n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (105) n/a n/a 0.645 n/a n/a 0.546 n/a n/a 0.558 n/a n/a 0.207 n/a n/a 0.414 n/a n/a n/a 4-1/2 (114) n/a n/a 0.658 n/a n/a 0.574 n/a n/a 0.564 n/a n/a 0.236 n/a n/a 0.472 n/a n/a n/a 4-3/4 (121) n/a n/a 1 0.667 n/a 0.495 0.594 n/a n/a 0.567 n/a 0.348 0.256 n/a 0.495 0.512 n/a n/a n/a 5 (127) 0.756 0.722 0.675 n/a 0.514 0.613 0.569 0.587 0.571 n/a 0.376 0.276 n/a 0.514 0.552 n/a n/a n/a 5-1/2 (140) 0.782 0.744 0.6930.553 0.653 0.576 0.595 0.578 0.433 0.319 0.553 0.637 0.553 6 (152) 0.808 0.767 0.711 n/a 0.600 0.695 0.583 0.604 0.585 n/a 0.494 0.363 n/a 0.600 0.695 0.577 0.645 n/a 7 (178) 0.859 0.811 0.746 n/a 0.700 0.781 0.597 0.621 0.599 n/a 0.622 0.458 n/a 0.700 0.781 0.624 0.697 n/a 7-3/4 (197) 0.897 0.844 0.772 n/a 0.775 0.861 0.608 0.634 0.610 n/a 0.725 0.533 n/a 0.775 0.861 0.656 0.733 n/a 8 (203) 0.910 0.856 0.781 0.800 0.889 0.611 0.639 0.613 a 0.760 0.559 0.800 0.889 0.667 0.745 0.673 ZS 8-7/8 (225) 0.955 0.894 0.811 n/a 0.888 0.986 0.623 0.654 0.625 n/a 0.888 0.653 n/a 0.888 0.986 0.702 0.785 0.708 9-1/2 (241) 0.987 0.922 0.833 0.792 0.950 1.000 0.632 0.665 0.634 0.704 0.984 0.723 0.792 0.984 1.000 0.726 0.812 0.733 2 10 (254) 1.000 0.944 0.851 0.833 1.000 0.639 0.674 0.641 0.761 1.000 0.781 0.833 1.000 0.745 0.833 0.752 10-1/2 (267) 0.967 0.868 0.875 0.646 0.682 0.648 0.818 0.841 0.875 0.764 1 0.854 0.771 12 (305) 1.000 0.921 1.000 0.667 0.708 0.670 1.000 1.000 1.000 0.816 1 0.913 0.824 14 (356) 0.991 0.694 0.743 0.698 0.882 0.986 0.890 16 (406) 1.000 0.722 0.778 0.726 0.943 1.000 0.951 18 (457) 0.750 0.812 0.754 1.000 1.000 20 (508) 0.778 0.847 0.783 22 (559) 0.806 0.882 0.811 >24 (610) 0.833 0.916 1 0.839 I I I I I I I I 1 Table 13 - Load adjustment factors for 3/4-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete1'2 Edge distance in shear II to and away 3/4-in. KB-TZ CS spacing factor Edge distance factor spacing factor Conc. thickness factor cracked concrete in tension in tension in shear3 I toward edge from edge 1w 'RN in shear' lAy fRy fRy 1w Effective in. 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 embed. h (mm) (83) (95) (121) 1 (83) (95) (121) (83) (95) (121) 1 (83) (95) (121) (83) (95) (121) (83) (95) (121) Nominal in. 3-13/11 4-5/16 5-9/16 3-13/1 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/11 4-5/16 5-9/16 3-13/1 4-5/16 5-9/16 embed. h,yy (mm) (97) (110) (141) (97) (110) (141) (97) (110) (141) (97) (110) (141) 1 (97) (110) (141) (97) (110) (142) 4 (102) n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (105) n/a n/a 0.645 n/a n/a 0.690 n/a n/a 0.559 n/a n/a 0.209 n/a n/a 0.417 n/a n/a n/a 4-1/2 (114) n/a n/a 0.658 n/a n/a 0.726 n/a n/a 0.564 n/a n/a 0.238 n/a n/a 0.476 n/a n/a n/a 4-3/4 (121) n/a n/a 0.667 n/a 0.879 0.750 n/a n/a 0.568 n/a 0.351 0.258 n/a 0.701 0.516 n/a n/a n/a 5 (127) 0.756 0.722 0.675 n/a 0.913 0.775 0.599 0.587 0.571 n/a 0.379 0.279 n/a 0.757 0.557 n/a n/a n/a tt 5-1/2 (140) 0.782 0.744 0.693 n/a 0.982 0.825 0.609 0.596 0.578 n/a 0.437 0.321 n/a 0.874 0.643 0.659 n/a n/a 8 6 (152) 0.808 0.767 0.711 n/a 1.000 0.877 0.619 0.605 0.585 n/a 0.498 0.366 n/a 0.996 0.732 0.689 0.647 n/a 7 (178) 0.859 0.811 0.746 n/a 1.000 0.986 0.638 0.622 0.600 n/a 0.627 0.461 n/a 1.000 0.923 0.744 0.699 1 n/a 7-3/4 (197) 0.897 0.844 0.772 n/a 1.000 1.000 0.653 0.635 0.610 n/a 0.731 0.538 n/a 1.000 0.783 0.735 n/a 8 (203) 0.910 0.856 0.781 1.000 1.000 0.658 0.640 0.614 0.923 0.767 0.564 1.0 5 0.747 0.674 8-7/8 (225)0955 0.894 0.811 1.000 1.000 0.675 0.655 0.626 1.000 0.896 0.659 0.837 0.787 0.710 9-1/2 241) 0.987 0.922 0.833 1.000 1.000 0.688 0.666 0.635 0.992 0.729 0.866 0.814 0.735 . 10 (254) 1.000 0.944 0.851 0.698 0.674 0.642 1.000 0.788 0.889 0.835 0.754 :E 10-1/2 (267) 0.967 0.868 0.707 0.683 0.649 0.848 0.911 0.856 0.773 12 (305) 1.000 0921 0.737 0.709 0.671 1.000 0.974 0.915 0.826 14 (356) 0.991 0.777 0.744 0.699 1.000 0.989 0.892 16 (406) 1.000 - 0.816 0.779 0.727 - 1.000 0.954 18 (457) 0.856 0.814 0.756 1.000 20 (508) 0.895 0.849 0.784 22 (559) 0.935 0.884 0.813 >24 (610) 0.974 0.919 0.841 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, I NV' assumes an influence of a nearby edge. If no edge exists, then IAV = IAN 4 Concrete thickness reduction factor in shear, I HV' assumes an influence of a nearby edge. If no edge exists, then Iw = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 285 I I I I I I I I I I Mechanical Anchoring Systems I 3.3.5 kWIK Bolt TZ Expansion Anchor Table 14 - Hilti KWIK Bolt TZ stainless steel specifications' Setting Nominal anchor diameter (in.) 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit diameter dbl in. 3/8 1/2 5/8 3/4 Nominal mm. in. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-5/16 embedment h nom (mm) 1 (59) (60) (91) (91) (113) (110) (142) Effective mm. in. 2 2 3-1/4 3-1/8 4 33/4 43/4 embedment h.f (mm) (51) (51) (83) (79) (102) (95) (121) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 Mm. hole depth h0 (mm) (67) (67) (102) (95) (121) (117) (146) Mm. thickness in. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 of fixture' t min (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness in. 21/4 4 2-3/4 55/8 43/4 4-5/8 3-5/8 of fixture cx (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque Tinxt ft-lb 25 40 60 110 (concrete) (Nm) (34) (54) (81) (149) Installation torque T 1 ft-lb 15 25 35 70 (masonry) (Nm) (20) (34) (47) (95) Fixture hole in. 7/16 9/16 11/16 13/16 diameter dh (mm) (11.1) (14.3) (17.5) (20.6) Available in. 3 I 33/4 I 33/4 I 4-1/2 I 5-1/2 I 7 43/4 I 6 I 8.5 I 10 5-1/2 I 8 I 10 anchor lengths LflCh (mm) (76) I (95) (127) (95) (114) (140) (178) (121) (152) I (216) (254) (140) (203) (254) Threaded length in. 7/8 1-5/8 I 2-7/8 I 1-5/8 2-3/8 I 1 3-3/8 I 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 I 1-1/2 I 4 I 6 I including dog point lthrd (mm) (22) (41) (73) (41) (60) (86) (124) (38) (70) (133) (171) (38) (102) (152) in. 2-1/8 2-1/8 3-1/4 4 Unthreaded length 'xnthr (mm) (54) (54) (83) (102) 1 Refer to figure 1 of this section for diagram of installation parameters 2 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When K\NIK Bolt TZ anchors are installed at this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly. I I I I I I I 286 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I U I I I I P L I I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure in uncracked concrete' 2,3,4,5 Nominal Tension - Shear - qV anchor Effective Nominal diameter embed. embed. f' = 2,500 psi f'c = 3,000 psi f = 4,000 psi I' = 6,000 psi I = 2,500 psi f = 3,000 psi I' = 4,000 psi I' = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 3/8 (51) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (8.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-7/16 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (113) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) / 4-3/4 5-9/16 7,825 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) (119.9) Table 16 - Hilti KWIK Bolt TZ stainless steel design strength with concrete! pullout failure in cracked concrete' 2,3,4,5 Nominal Tension - Shear - On anchor Effective Nominal diameter embed. embed. I = 2,500 psi IC = 3,000 psi IC = 4,000 psi 1 = 6,000 psi f' = 2,500 psi f' = 3,000 psi IC = 4,000 psi f' 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5 8 / 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. I 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 17. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A as follows: I for sand-lightweight, A. = 0.68; for all-lightweight, A = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/2-in diameter by 2-in effective embedment depth - = 0.64 I All other sizes - = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. I Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 287 I I I I I I I I I I I I I I For a specific edge distance, the permitted spacing is calculated as follows: (S.1 — S1) (c — c 2) + S 2:S2 (cmjn i — cm1n) Figure 3 Anchors not permitted in shaded area Case 2 S ecn2 Case 1 Concrete m1n,1 Edge 'I, C) c,,,1 at ncn,1 CO OL Sdee,gn c 2 at Smin,2 edge distance c Mechanical Anchoring Systems I kWIK Bolt TZ Expansion Anchor Table 17 - Steel strength for Hilti KWlK Bolt TZ stainless steel anchors',' Nominal anchor diameter Tensile 4)N .3 Shear VSe4 Seismic shear V q5 in. lb (kN) lb (kN) lb (kN) 4,475 3,070 1,835 3/8 (19.9) (13.7) (8.2) 8,665 4,470 4,470 1/2 (38.5) (19.9) (19.9) 13,410 6,415 6,080 5/8 (59.7) (28.5) (27.0) 18,040 10,210 8,380 3/4 (80.2) (45.4) (37.3) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile Nsc = cp AceN f as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with <c 0.60 fut. as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with cpV eq 060 Ase,V futa as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Table 18 - Stainless steel Hilti KWlK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum 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. 415 I 416 I 6 8 I 5 618 I 618 8 (mm) (102) I (127) (102) I (152) (152) (203) (127) (152) (203) (152) I (203) (203) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 C (mm) (64) (73) 1 (54) (83) (60) (108) (102) Case 1 for in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 in.l (mm) (127) (146) (133) (140) (140) (254) (216) in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) Case 2 for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 rnin2 (mm) (57) (73) (51) (70) (60) (127) (1 02) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where Cimin.1 <c < c,,421 will determine the permissible spacings. I I 288 Hilti, Inc. (US)1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I I I I I I I I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 19 - Load adjustment factors for 3/8-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete',' Edge Edge distance in shear Conc. II to and 3/8-in. KB-TZ SS Spacing distance Spacing thickness uncracked concrete factor factor in factor .1. toward away from factor in in tension tension in shear3 edge edge shear3 IAN 1RN 'AV 'RV 'RV 1HV Effective in. 2 2 2 2 2 2 embed. hef (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed.nom h (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 0.71 0.60 0.60 0.49 0.60 n/a 0 0 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a 0 3-1/2 (89) 0.79 0.80 _____________ 0.64 0.81 0.81 n/a -E 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 a) 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 1 0.91 15 5-1/2 (140) 0.96 0.73 0.95 CD 6 (152) 1.00 0.75 1.00 0) a) o c a) 7 (178) 0.79 - 8 (203) 0.83 - 9 (229) 0.87 03 10 (254) 0.91 CO 0 11 (279) 0. 0.95 Ct) 12 (305) 1.00 Table 20 - Load adjustment factors for 3/8-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete'2 Edge Edge distance in shear Conc. 11to and 3/8-in. KB-TZ ss Spacing distance Spacing thickness cracked concrete factor factor in factor I toward away from factor in in tension tension in shear' edge edge shear' IAN IRN lAy fflv Isv 1HV Effective in. 2 2 2 2 2 2 embed. hef (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) , 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 0.71 0.87 0.60 0.49 0.87 n/a 0 0 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a 0 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a - E 4 (102) 0.83 0.67 1.00 0.82 a) 4-1/2 (114) 0.88 0.69 0.87 5 (127) 0.92 Ce , 0.71 0.91 5-1/2 (140) 0.96 0.73 0.96 6 (152) 1.00 0.75 1.00 M 4 a) 7 (178) 0.79 . 8 (203) 0.83 9 (229) 0.87 0) 10 (254) 1 0.92 CO _ 0 0. 11 (279) _________ _________ 0.96 __________ 12 (305) _______ _______ 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, 1AV' assumes an influence of a nearby edge. If no edge exists, then JAy = IAN- 4 Concrete thickness reduction factor in shear, f assumes an influence of a nearby edge. If no edge exists, then I HV = 1.0. J If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. I I I I 1 I I I I 1-1 I I I I I I I I Hilti, Inc. (US)1-800-879.8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363.4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 289 I I 3.3.5 KWIK Bolt TZ Expansion Anchor Table 21 - Load adjustment factors for 1/2-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1'2 Edge distance in shear 11to and away 1/2-in. KB-TZ SS Spacing factor Edge distance Spacing factor Conc. thickness fac- uncracked concrete in tension factor in tension in shear' I toward edge from edge tor in shear' fN IRN lAy fRy f, I'V Effective in. 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 embed. h0 (mm) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal in. 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 embed. (mm) (60) (92) (60) (92) (60) (92) 1 (60) (92) 1 (60) (92) 1 (60) (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1/8 (54) n/a 1 0.61 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 n/a n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a 2 3-1/4 (83) 0.77 0.67 0.59 0.49 0.64 0.56 0.59 0.21 0.59 0.42 n/a n/a 3-1/2 (89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a - 4-1/2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a 2E 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a 5-1/4 (133) 0.94 0.77 0.95 0.70 0.73 0.60 0.95 0.43 0.95 0.70 0.96 n/a CO .L. 5-1/2 (140) 0.96 0.78 1.00 0.73 1 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 1.00 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 (203) - 0.91 1.00 0.85 0.64 0.81 1.00 0.76 - (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.89 12 (305) 1.00 0.72 0.93 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 - >20 (508) 0.86 Table 22 - Load adjustment factors for 1/2-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1'2 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension IAN Edge distance factor in tension I RN Spacing factor in shear' IAV Edge distance in shear Conc. thickness fac- tor in shear' IHV I toward edge fRy II to and away from edge IRV Effective in. embed. h01 (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 1 2 (51) 3-1/4 (83) Nominal in. embed. h,Ry, (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 1 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1/8 (54) n/a 0.61 n/a 0.60 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 0.65 0.97 0.70 0.60 0.55 0.47 0.18 0.94 0.35 n/a n/a 3 (76) 0.75 0.65 1.00 0.71 0.60 0.55 0.50 0.19 1.00 0.38 n/a n/a .f? 3-1/4 (83) 0.77 0.67 1.00 0.75 0.61 0.56 0.56 0.21 1.00 0.42 n/a n/a 3-1/2 (89) 0.79 0.68 1.00 0.79 0.62 0.56 0.63 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.64 0.57 0.77 0.29 1.00 0.58 0.75 n/a 4-1/2 (114) 0.88 0.73 1.00 0.94 0.66 0.58 0.92 0.34 1.00 0.69 0.79 n/a .. ,. 5 (127) 0.92 0.76 1.00 0.67 0.59 1.00 0.40 0.81 0.84 n/a 5-1/4 (133) 0.94 0.77 0.68 0.60 0.43 0.87 0.86 n/a co .L. 5-1/2 (140) 0.96 0.78 0.69 0.60 0.47 0.93 0.88 n/a 6 ' 6 (152) 1.00 0.81 0.71 0.61 0.53 1.00 0.92 0.66 7 (178) 0.86 0.74 0.63 0.67 0.99 0.71 (203) _8 0.91 0.78 0.65 0.82 1.00 0.76 9 (229) 0.96 0.81 0.66 0.98 0.81 10 (254) 1.00 0.85 0.68 1.00 0.85 CO 11 (279) 0.88 0.70 0.90 12 (305) 0.92 0.72 0.94 14 (356) 0.99 0.76 1.00 16 (406) 1.00 0.79 18 (457) 0.83 >20 (508) 0.86 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAA' assumes an influence of a nearby edge. If no edge exists, then fAV = IAN 4 Concrete thickness reduction factor in shear, fAA' assumes an influence of a nearby edge. If no edge exists, then I HA = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 290 Hilti, Inc. (US) 1-800-879-8000 1 www.hihi.com I en español 1-800-879-5000 1 Hilti (Canada( Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Edge distance in shear II to and away 5/8-in. KB-TZ SS Spacing factor Edge distance Spacing factor Conc. thickness fac- uncracked concrete in tension factor in tension in shear' .1. toward edge from edge tor in shear' IAN INN lAy fV INV IVy Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. hA (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 embed. h,,0,,, (mm) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) 2-3/8 (60) n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.21 n/a n/a 2-3/4 (70) 0.65 0.61 n/a 0.41 0.55 0.54 1 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0.63 n/a 0.43 0.56 0.55 n/a 0.15 n/a 0.30 n/a n/a . 3-1/4 (83) 0.67 0.64 0.51 0.45 0.56 0.55 0.24 0.17 0.47 0.34 n/a n/a 3-1,2 (89) 0.69 1 0.65 0.54 0.47 0.57 0.56 0.26 0.19 0.53 0.38 n/a n/a 4 (102) 0.71 0.67 0.59 0.51 0.58 0.56 0.32 0.23 0.59 0.47 n/a n/a - 4-1,2 (114) 0.74 0.69 0.65 0.55 0.59 0.57 0.38 0.28 0.65 0.55 n/a n/a .-E 5 (127) 0.77 0.71 0.71 0.59 0.60 0.58 0.45 0.33 0.71 0.59 0.63 n/a . 5-1,2 (140) 0.79 0.73 0.79 0.63 0.61 0.59 0.52 0.38 0.79 0.63 0.66 n/a . L. (152) _6 0.82 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.86 0.68 0.69 0.62 7 (178) 0.87 0.79 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 8(203) 0.93 0.83 0.90 0.66 0.63 0.91 0.66 0.90 0.79 0.71 10 (254) 1.00 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.77 1 0.72 1.00 0.94 16 (406) 0.81 0.75 1.00 18 (457) 0.85 0.78 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - >24 (610) 0.97 0.88 U I I I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 23 - Load adjustment factors for 5/8-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1'2 I I Table 24 - Load adjustment factors for 5/8-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1'2 Edge distance in shear II to and away 5/8-in. KB-TZ SS Spacing factor Edge distance Spacing factor Conc. thickness fac- cracked concrete in tension factor in tension in shear' I toward edge from edge tor in shear' IAN 1 RN IAV f11V fRy I NV Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. hA (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 embed. h,,,,,,, (mm) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) 2-3/8 (60) n/a 0.60 n/a 0.57 n/a 0.54 n/a 011 n/a 0.22 n/a n/a 2-3/4 (70) n/a 0.61 n/a 061 n/a 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a 0.31 n/a n/a 3-1/4 (83) 0.67 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a n/a 3-1(2 (89) 0.69 0.65 0.81 0.69 0.57 0.56 0.27 0.19 0.53 0.39 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a 4-1/2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a 5 (127) 0.77 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a 5-1/2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a .L. (152) - 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 '5 7 (178) 0.87 0.79 0.64 0.61 0.75 0.55 1.00 0.74 0.67 (203) 0.93 0.83 0.66 0.63 0.92 0.67 0.79 0.71 10 (254) 1.00 0.92 0.70 0.66 1.00 1 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.78 0.72 1.00 0.94 16 (406) 0.82 0.75 1.00 CL 18 (457) 0.85 0.79 20 (508) 0.89 0.82 _______ 22 (559) 0.93 0.85 _______ - >24 (610) 0.97 0.88 1 lLinear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, lAy' assumes an influence of a nearby edge. If no edge exists, then lAy = IAN 4 Concrete thickness reduction factor in shear, I HA assumes an influence of a nearby edge. If no edge exists, then IHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US)1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hitti.com I Anchor Fastening Technical Guide Ed. 17 291 I I I I I I I I 3.3.5 KWIk Bolt TZ Expansion Anchor Table 25 - Load adjustment factors for 3/4-in, diameter stainless steel Hilti KWII( Bolt TZ in uncracked concrete1'2 Edge distance in shear 3/4-in. KB-TZ Cs Spacing factor Edge distance Spacing factor II to and away Conc. thickness fac- uncracked concrete in tension factor in tension in shear' .L toward edge from edge tor in shear4 1N_______ fN lAy I F4V IRA_______ IHV_______ Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. h1 (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0,64 n/a 0.54 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108) n/a 0.65 0.46 0.56 n/a 0.56 0.29 0.22 0.46 0.43 n/a n/a 4-1/2 (114) n/a 0.66 0.48 0.57 n/a 0.56 0.32 0.24 0.48 0.47 n/a n/a 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-1/2 (140) 0.74 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a 6 (152) 0.77 0.71 0.60 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a .9.. 7 (178) 0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 n/a • 8 (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 .... 9 (229) 0.90 0.82 0.90 1.00 0.66 0.63 0.91 0.67 0.91 1.00 0.79 0.71 16 9-1/2 (241) 0.92 0.83 0.95 0.66 0.63 0.98 0.72 0.98 0.81 0.73 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 0.82 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 1.00 0.78 0.73 1.00 0.95 18 (457) 0.81 0.75 1.00 20 (508) 0.85 0.78 22 (559) 0.88 1 0.81 - >24 (610) 0.92 1 0.84 1 Table 26 - Load adjustment factors for 3/4-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1'2 Edge distance in shear 11to and away 3/4-in. KB-TZ SS Spacing factor Edge distance Spacing factor Conc. thickness fac- cracked concrete in tension factor in tension in shear' ± toward edge from edge for in shear' IAN INN 1AV fRy fRy fRy Effective in. 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 43/4 33/4 43/4 33/4 43/4 embed. h (mm) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 068 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4.1/4 (108) n/a 0.65 0.81 0.70 n/a 0.56 0.21 0.22 0.42 0.44 n/a n/a 2 4-1/2 (114) n/a 0.66 0.85 0.73 n/a 0.56 0.23 0.24 0.46 0.48 n/a n/a b 5 (127) 0.72 0.68 0.91 077 0.57 0.57 0.27 0.28 0.54 0.56 n/a n/a 5-1/2 (140) 0.74 0.69 0.98 0.83 0.58 0.58 0.31 0.32 0.62 0.64 n/a n/a (152) _6 0.77 0.71 1.00 0.88 0.58 0.59 0.35 0.37 0.71 0.73 0.58 n/a -. ,. 7 (178) 0.81 0.75 1.00 0.99 0.60 0.60 0.44 0.46 0.89 0.92 0.62 n/a 7. (203) _8 0.86 0.78 1.00 1.00 0.61 0.61 0.54 0.56 1.00 1.00 0.67 0.67 CO L. 9 (229) 0.90 0.82 1.00 0.62 0.63 0.65 0.67 tOO 0.71 1 0.72 '5 9-1,2 (241) 0.92 0.83 1.00 0.63 0.64 0.70 0.73 1.00 0.73 0.74 10 (254) 0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 12 (305) 1.00 0.92 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) 0.99 0.69 0.70 0.88 0.89 16 (406) 1.00 0.72 0.73 0.94 0.95 18 (457) 0.75 0.76 1.00 1.00 CL 20 (508) 0.78 1 0.78 1 22 (559) 0.81 1 0.81 1 >24 (610) 0.83 1 0.84 1 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from AOl 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAv assumes an influence of a nearby edge. If no edge exists, then fAA = IAN 4 Concrete thickness reduction factor in shear, fHV' assumes an influence of a nearby edge. If no edge exists, then 'HA = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. I I 292 Hilti, Inc. (US) 1-800-879-8000 1 www.hitti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I LI I I I 1 1 1 I I I I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Minimum 5/8" Typical Mm. 2-1/2 for 3/8,1/2, A 5/8x3-1/8 and 3/4x3-1/4 Mm. 3-1/4" for 5/8x4 and 3/4x3-3/4 Max I LValley) Minimum '\.4'\_2OGauge I Mm. I __ Steel W-Deck 3-7/811 -1 3-7/8" Lower Min. 12" Typical Lower Mm. 1" (Ridge) Figure 4 - Installation of Hilti KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - W Deck Minimum 5/8" Typical Mm. 2-1/4" Typ 00 0 Min. 3,000 psi Norm I-W ight — I 0q/ Upper Minimum Flute ~10 : (Valley) Mm. I Steel B-Deck 1-3/4" [J Mm. 31/2" Lower 17] Flute Min. 2-1/2" 3/4" Min./' Mm. 6" Typical (Ridge) Figure 5 - Installation of Hilti KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - B Deck 1 I I I I I I Hilti, Inc. (US) 1-800-879-8000 1 www.hitti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 293 3.3.5 KWIK Bolt TZ Expansion Anchor Table 27 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck' 2,3,4,5,6 Loads according to Figure 4 Loadsaccording to Figure 5 Nominal Effective Nominal Tension - cN Shear - pV Tension - Shear - anchor embed. embed. f = 3,000 psi f' = 4,000 psi 1',, = 3,000 psi f' = 4,000 psi f' = 3,000 psi f' = 4,000 psi f' = 3,000 psi f' = 4,000 psi diameter depth depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 750 865 1,135 1,135 705 815 1,200 1,200 (38) (46) (3.3) (3.8) (5.0) (5.0) (3.1) (3.6) (5.3) (5.3) 2 2-5/16 1,305 1,505 1,385 1,385 1,200 1,385 1,850 1,850 3/8 (51) (59) (5.8) (6.7) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2-3/4 2-5/16 1,995 2,305 1,765 1,765 n/a n/a n/a n/a (70) (8.9) (10.3) (7.9) (7.9) 2 2-3/8 1,305 1,505 1,690 1,690 1,210 1,395 1,680 1,680 (51) (5.8) (6.7) (7.5) (7.5) (5.4) (6.2) (7.5) (7.5) 1/2 3-1/4 3-5/8 2,400 2,770 2,640 2,640 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (11.7) (11.7) (9.8) (11.3) (11.4) (11.4) 3-1/8 3-9/16 1,835 2,120 2,990 2,990 2,640 3,050 3,060 3,060 (79) (90) (8.2) (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 5/8 4 4-7/16 3,385 3,910 3,650 3,650 n/a n/a n/a n/a (102) (113) (15.1) (17.4) (16.2) (16.2) 3-1/4 3-13/16 2,750 3,175 3,145 3,145 n/a n/a n/a n/a (83) (97) (12.2) (14.1) (14.0) (14.0) 3/4 3-3/4 4-5/16 2,765 3,195 4,025 4,025 n/a n/a n/a n/a (95) (110) (12.3) (14.2) (17.9) (17.9) Table 28 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6,7 Loads according to Figure 4 Loads according to Figure 5 Nominal Effective Nominal Tension - cpN Shear - Tension - pN,, Shear - anchor embed. embed. f', = 3,000 psi f0 = 4,000 psi f = 3,000 psi f, = 4,000 psi f, = 3,000 psi IC = 4,000 psi f, = 3,000 psi f' = 4,000 psi diameter depth depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 630 725 1,135 1,135 595 685 1,200 1,200 (38) (46) (2.8) (3.2) (5.0) (5.0) (2.6) (3.0) (5.3) (5.3) 2 2-5/16 925 1,070 1,385 1,385 1,080 1,245 1,850 1,850 3/8 (51) (59) (4.1) (4.8) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2-3/4 2-5/16 1,535 1,770 1,495 1,495 n/a n/a n/a n/a (70) (6.8) (7.9) (6.7) (6.7) 2 2-3/8 925 1,070 1,690 1,690 860 995 1,680 1,680 (51) (4.1) (4.8) (7.5) (7.5) (3.8) (4.4) (7.5) (7.5) 1/2 / 3-1/4 3-5/8 1,705 1,970 2,640 2,640 1,955 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (11.7) (11.7) (8,7) (10.0) (11.4) (11.4) 3-1/8 3-9/16 1,300 1,500 2,990 2,990 1,875 2,165 3,060 3,060 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6) 5/8 / 4 4-7/16 2,520 2,910 3,650 3,650 n/a n/a n/a n/a (102) (113) (11.2) (12,9) (16.2) (16.2) 3-1/4 3-13/16 1,950 2,250 3,145 3,145 n/a n/a n/a n/a (83) (97) (8.7) (10.0) (14.0) (14.0) / 3-3/4 4-5/16 2,060 2,380 4,025 4,025 n/a n/a n/a n/a (95) (110) (9.2) (10.6) (17.9) (17.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h,, (effective embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 28 and 29 control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by ;COS 0.75. See section 3.1.8.7 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor must be applied to the cracked concrete tabular values for seismic shear conditions: 3/8-in diameter with 1-1/2' effective embedment - 0VC= 0.77, 3/8-inch diameter with 2" and 2-3/4' effective embedment - a, = 0.63 I 5/8-inch diameter - = 0.94 3/4-inch diameter with 3-1/4' effective embedment - = 0.80, 3/4-inch diameter - = 0.86 294 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 7 i I I I 1 I I I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Min. 2-1/4" for 3/8"xi-1/2", 1 Mm. 1-3/4' 1 Min. 2-1/2' , Upper Minimum Flute ltI 20 Gauge (Valley) Steel B-Deck Mm. 3-1/2" Lower Flute Mm. 6" Typical (Ridge) Figure 6 - Installation of the Hilti KWIK Bolt TZ on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 29 - Hilti KWIK Bolt TZ carbon steel design strength in the top of uncracked concrete over metal deck' .2,3,4,5 Nominal Tension - Shear - cV anchor Effective Nominal diameter embed. embed. f'C = 3,000 psi f' = 4,000 psi IC = 3,000 psi f' = 4,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,300 1,500 1,690 1,950 (38) (46) (5.8) (6.7) (7.5) (8.7) 3/8 2 2-5/16 1,790 2,070 2,605 3,005 (51) (8.0) (9.2) (11.6) (13.4) 2 2-3/8 2,415 2,790 2,605 3,005 1/2 (51) (10.7) (12.4) (11.6) (13.4) Table 30 - Hilti KWIK Bolt TZ carbon steel design strength in the top of cracked concrete over metal deck' 2,3,4,5 Nominal Tension - Shear - anchor Effective Nominal diameter embed. embed. f' = 3,000 psi I',, = 4,000 psi I = 3,000 psi f' = 4,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 940 1,085 1,195 1,385 (38) (46) (4.2) (4.8) (5.3) (6.2) 3/8 / 2 2-5/16 1,615 1,865 1,845 2,130 (51) (7.2) (8.3) (8.2) (9.5) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 / (51) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 31 and 32 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A0 = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by 0N0 = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. I 1 I F! I 1 I I I I I Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800.879.5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 295 3.3.5 KWIK Bolt TZ Expansion Anchor Table 31 - Load adjustment factors for carbon steel Hilti KWIK Bolt TZ in the top of uncracked concrete over metal deck',' 3/8-in, and 1/2-in. Edge distance in shear 11to and away KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness factor uncracked concrete in tension factor in tension in shear' I toward edge from edge in shear' over metal deck 'RN lAy 'NV 'NV 'NV Anchor in. 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 diameter d, (mm) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) Effective in. 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 embed. h (mm) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) Nominal in. 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 embed. h 0 (mm) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) 2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.500 n/a n/a 3 (76) n/a n/a n/a n/a 0.33 n/a n/a n/a n/a n/a 0.33 n/a n/a 0.33 n/a 0.58 n/a n/a 3-1/4 (83) n/a n/a n/a n/a 0.36 n/a n/a n/a n/a n/a 0.36 n/a n/a 0.36 n/a 0.60 0.73 0.76 o 3-1/2 (89) n/a n/a n/a n/a 0.39 n/a n/a n/a n/a n/a 0.39 n/a n/a 0.39 n/a 0.62 0.76 0.78 4 (102) n/a 0.83 n/a n/a 0.44 n/a n/a 0.67 n/a n/a 0.44 n/a n/a 0.44 n/a 0.67 0.81 0.84 4-1/2 (114) n/a 0.88 n/a n/a 0.50 0.50 n/a 0.67 n/a n/a 0.50 0.50 n/a 0.50 0.50 5 (127) n/a 1192 n/a n/a 0.56 1156 n/a 011 n/a n/a 1156 1156 n/a 1156 1156 - ' 5-1/2 (140) n/a 0.96 n/a n/a 0.61 0.61 n/a 0.73 n/a n/a 0.61 0.61 n/a 0.61 0.61 . 6 (152) n/a tOO n/a n/a 0.67 1167 n/a 015 n/a n/a 0.67 1167 n/a 0.67 0.67 6-1J265 n/a 1.O0 n/a 012 012 n/a 017 019 n/a 012 012 n/a 012012 778) n/a n/a 018 018 n/a 019 1181 n/a 018 018 n/a 018 018 - 8(203) tOO - - n/a 1189 1189 012 0.83 0.85 n/a 1189 1189 n/a 1189 1189 - - 9 (229) n/a 1.00 1.00 0.75 0.87 0.89 n/a 1.00 1.00 n/a 1.00 1.00 10 (254) n/a 018 1191 1194 n/a - n/a - - U) 11 (279) n/a 0.81 0.96 0.98 n/a n/a 12 (305) n/a 0.83 1.00 1.00 n/a n/a 13 (330) n/a 0.86 n/a n/a - 16 (406)] 1-00 0.94 1.00 1.00 Table 32 - Load adjustment factors for carbon steel Hilti KWIK Bolt TZ in the top of cracked concrete over metal deck" 3/8-in, and 1/2-in. Edge distance in shear II to and away KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness factor cracked concrete in tension factor in tension in shearf .1. toward edge from edge in shear' over metal deck fw INN lAy 'NV 'NV 'NV Anchor in. 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 diameter d.(mm) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) Effective in. 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 embed. h (mm) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) Nominal in. 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 embed. h 0 (mm) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) 2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.693 n/a n/a 3 (76) n/a n/a n/a n/a 1.00 n/a n/a n/a n/a n/a 0.65 n/a n/a 1.00 n/a 0.80 n/a n/a 3-1/4 (83) n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.73 n/a n/a n/a 0.83 0.74 0.76 M 3-1/2 (89) n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.82 n/a n/a n/a 0.86 0.76 0.79 4 (102) n/a 0.83 n/a n/a n/a n/a 0.67 n/a n/a 1.00 n/a n/a n/a 0.92 0.82 0.84 4-1/2 (114) n/a 0.88 n/a n/a 1.00 n/a 0.69 n/a n/a 1.00 n/a 1.00 E5(127) n/a 1192 n/a n/a n/a 011 n/a n/a /2( n/a n/a 6( n/a tOO n/a n/a n/a 015 n/a n/a n/a 6-1/2 n/a tOO n/a n/a 017 019 n/a n/a 7 (176)n/a a r 019 1181 n/a n/a J 8 (203 n/a n/a 1193 1183 1185 n/a n/a ' 9 (229) 1.00 n/a 0.98 0.87 0.90 n/a n/a CL 10(254 n/a 10021194 n/a n/a U) 11 (279) n/a 0.96 0.98 n/a n/a 12 (305) n/a 1.00 1.00 n/a n/a 13 (330) n/a n/a n/a 16 (406) 1.00 1.00 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PRIORS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then I NV 'AN- 4 Concrete thickness reduction factor in shear, 1HA' assumes an influence of a nearby edge. If no edge exists, then ' 1.0. - For concrete thickness greater than or equal to 4-inches, the anchor can be designed using either table 2 or table 3 of this section. I 296 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I I I I I I I I I 1 I Nominal anchor diameter Effective anchor embedment Tensile N a,3 Shear Vsar4 Seismic shear Vsareq5 in. in. (mm) lb (M) lb (M)lb (kN) 1-1/2 4,410 1,390 1,390 (38) (19.6) (6.2) (6.2) 3/8 / 2 2-3/4 4,410 2,290 1,440 (51) (70) (19.6) (10.2) (6.4) 2 3-1/4 7,280 3,505 3,505 1/2 (51) (83) (32.4) (15.6) (15.6) 3-1/8 4 11,675 5,155 4,845 5/8 (79) (102) (51.9) (22.9) (21.6) 3-1/4 3-3/4 4-3/4 17,080 8,720 7,485 3/4 (83) (95) (121) (76.0) (38.8) (33.3) I 1 KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.3.2 Canadian Limit State design I Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services I ESL-1067. These tables are followed by factored resistance tables. The factored resistance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.com. Table 33 - Steel resistance for Hilti KWIK Bolt TZ carbon steel anchors12 H 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ carbon steel anchors are to be considered ductile steel elements. 3 Tensile N, = AN 1, f R as noted in CSA A23.3-14, Annex D. 4 Shear determined by static shear tests with V,, < A,0 (Ps 0.6 f, R as noted in CSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with m.v q, 0.6 f,, R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. Table 34 - Steel resistance for Hilti KWIK Bolt TZ stainless steel anchors12 H Nominal anchor diameter Tensile N,3 Shear Vsar4 Seismic Shear Vr eq5 in. lb (M) lb (W) lb (kN) 4,060 3,010 1,800 3/8 (18.1) (13.4) (8.0) 7,890 4,385 4,385 1/2 (35.1) (19.5) (19.5) 12,680 6,290 5,960 5/8 (56.4) (28.0) (26.5) 16,355 10,015 8,215 3/4 (72.8) (44.5) (36.5) 1 See section 3.1.8.6 to convert factored resistance value to ASO value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile N r = A 5 4 f R as noted in GSA A23.3-14, Annex D. 4 Shear determined by static shear tests with V,, < A,05 c, 0.6 f,, R as noted in GSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with V,,,,q <A,,5 cp, 0.6 f,, R as noted in GSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879.5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 297 Li 1 I 3.3.5 KWIK Bolt TZ Expansion Anchor Table 35 - Hilti KWIK Bolt TZ carbon steel design information in accordance with CSA A23.3-141 1611 I I 1 1 I I 1 I 1 I I I N7,, N/A I N /A N/A N/A N/A 20 MPa cracked concrete' JL - (7.1) I (9.9) I (15.3) I iDesign information in this table is taken from ICC-ES ESL-1067, dated September 2016, table 3, and converted for use with CSA A23.3-14 Annex D. 2 See figure 1 of this section. 3 For concrete over metal deck applications where the concrete thickness over the top flute is less than in this table, see figure 6 and tables 43 and 44 of I this section. 4 The carbon steel KWIK Bolt 17 is considered a ductile steel element as defined by GSA A23.3-14 Annex D section D.2. 5 For all design cases, f5 = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k0,) or uncracked concrete (k0 ,0,) must be used. 6 For use with the load combinations of GSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with GSA A23.3-14 section 0.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance I modification factors associated with Condition A may be used. 7 For all design cases, = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1 .4 of ESL-1 067 for additional information. 298 Hilti, Inc. (US) 1-800-879-8000 I www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Nominal anchor diameter ___________________ Ref Design parameter Symbol Units 3/8 1/2 5/8 3/4 A23.3-14 Nominal anchor diameter d in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) - (19.1) Effective minimum h0 in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 embedment2 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Mm. member thickness' min in. 3-1/4 415 I 5 416 I 618 I 5 618 I 8 (mm) (83) (102) (127) (127) (102) 1(152) (152) 1(203) (127) (152)1(203) (140) (203) Critical edge distance c in. 6 4-3/8 4 4-1/8 5-1/214-1/2 7-1/21 6 6-1/2 8-3/416-3/4 12 5-1/2± (254)(203) 9 (152) (iii) II(mm) (102) (105) (140)1(114) (191)1(152) (165) (222)1(171) (305) (229) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 crnin ______ (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) Mm. edge distance In. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8 for s> (mm) (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 s=n ______ (mm) (203) (64) (64) (70) (60) (89) (76) (127) (127) (102) Min. anchor spacing ------ In. 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 for c> (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) in. 2 2-5/8 3-3/8 2-5/8 4 3-7/8 4-3/4 4 4-5/8 5-3/4 Mm. hole depth in concrete h (mm) (51) (67) (86) (67) (102) (98) (121) (102) (117) (146) Mm. specified yield strength Psi 100,000 84,800 84,800 84,800 ya (N/mm2) (690) (585) (585) (585) Mm. specified ult. strength t. Psi 125,000 106,000 106,000 106,000 (N/mm2) (862) (731) (731) (731) in' 0.052 0.101 0.162 0.237 Effective tensile stress area (mm2) (33.6) (65.0) (104.6) (152.8) Steel embed, material resistance factor for - 0.85 8.4.3 reinforcement Resistance modification factor for tension, steel R - 0.80 0.5.3 failure modes' Resistance modification factor R - 0.75 0.5.3 for shear, steel failure modes' Factored steel resistance lb 4,410 7,280 11,675 17,080 0.6.1.2 in tension (kN) (19.7) (32.4) (51.9) (76.0) Factored steel resistance lb 1,3901 2,290 3,505 5,155 8,720 0.7.1.2 in shear (kN) (6.2) I (10.2) (15.6) (22.9) (38.8) Factored steel resistance lb 1,3901 1,440 3,505 4,845 7,485 in shear, seismic ar,oq (kN) (6.2) I (6.4) (15.6) (21.6) (33.3) Coeff. for factored concrete breakout resistance, - 10 D.6.2.2 uncracked concrete Coeff. for factored concrete breakout resistance, cracked - 7 D.6.2.2 concrete Modification factor for anchor resistance, tension, uncracked Ip06 - 1.0 0.6.2.6 concrete' Anchor category - 2 1 0.5.3 (c) Concrete material 0.65 8.4.2 resistance factor - - Resistance modification factor for tension and shear, R - 0.85 1.00 D.5.3 (c) concrete failure modes, Condition B6 Factored pullout resistance N lb 1,285 1,765 12,8801 I I N /A 3,855 I I I N/A I 6,405 I N/A 5,795 I 17,480 i 0.6.3.2 in 20 MPa uncracked concrete7 P3C (kN) (5.7) (7.8) 1(12.8)1 (17.2) I I (28.5) I (25.8) 1(33.3) Factored pullout resistance in lb 1,590 12,2201 I 3,450 I I I I I N Table 36. Hilti KWlK Bolt TZ carbon steel factored resistance with concrete/pullout failure in uncracked concrete' 2,3,4. kWIK Bolt TZ Expansion Anchor 3.3.5 Nominal Tension - N Shear - V, I = 20 MPa I = 25 MPa = 30 MPa f = 40 MPa I = 20 MPa f'c = 25 MPa f = 30 MPa f, = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,285 1,435 1,575 1,815 1,300 1,455 1,595 1,840 (38) (46) (5.8) (6.5) (7.0) (8.1) (5.8) (6.5) (7.1) (8.2) 2 2-5/16 1,765 1,970 2,160 2,495 2,380 2,660 2,915 3,365 3/8 / (51) (7.8) (8.8) (9.6) (11.1) (10.6) (11.8) (13.0) (15.0) 2-3/4 3-1/16 2,880 3,220 3,530 4,075 7,655 8,560 9,375 10,825 (70) (78) (12.8) (14.3) (15.7) (18.1) (34.0) (38.1) (41.7) (48.2) 2 2-3/8 2,380 2,660 2,915 3,365 2,380 2,660 2,915 3,365 (51) (10.6) (11.8) (13.0) (15.0) (10.6) (11.8) (13.0) (15.0) 1/2 3-1/4 3-5/8 3,855 4,310 4,725 5,455 9,885 11,050 12,105 13,975 (83) (92) (17.2) (19.2) (21.0) (24.3) (44.0) (49.2) (53.8) (62.2) 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 5/8 / 4 4-7/16 6,405 7,165 7,845 9,060 13,465 15,055 16,490 19,040 (102) (113) (28.5) (31.9) (34.9) (40.3) (59.9) (67.0) (73.4) (84.7) 3-1/4 3-13/16 4,940 5,525 6,050 6,990 9,885 11,050 12,105 13,975 (83) (97) (22.0) (24.6) (26.9) (31.1) (44.0) (49.2) (53.8) (62.2) 3-3/4 4-5/16 5,795 6,475 7,095 8,195 12,100 13,530 14,820 17,115 / (95) (110) (25.8) (28.8) (31.6) (36.4) (53.8) (60.2) (65.9) (76.1) 4-3/4 5-9/16 7,480 8,360 9,160 10,575 17,395 19,450 21,305 24,600 (121) (141) (33.3) (37.2) (40.7) (47.0) (77.4) (86.5) (94.8) (109.4) Table 37 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure N in cracked concrete' 2,3,4.5 Nominal Tension - N, Shear - Vr IC = 20 MPa f = 25 MPa I = 30 MPa f = 40 MPa IC = 20 MPa f = 25 MPa f'c = 30 MPa IC = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 910 1,020 1,115 1,290 910 1,020 1,115 1,290 (38) (46) (4.1) (4.5) (5.0) (5.7) (4.1) (4.5) (5.0) (5.7) 2 2-5/16 1,590 1,780 1,945 2,250 1,665 1,865 2,040 2,355 3/8 / (51) (7.1) (7.9) (8.7) (10.0) (7.4) (8.3) (9.1) (10.5) 2-3/4 3-1/16 2,220 2,480 2,720 3,140 5,360 5,990 6,560 7,580 (70) (78) (9.9) (11.0) (12.1) (14.0) (23.8) (26.6) (29.2) (33.7) 2 2-3/8 1,665 1,865 2,040 2,355 1,665 1,865 2,040 2,355 (51) (7.4) (8.3) (9.1) (10.5) (7.4) (8.3) (9.1) (10.5) 1/2 / 3-1/4 3-5/8 3,450 3,855 4,225 4,875 6,920 7,735 8,475 9,785 (83) (92) (15.3) (17.1) (18.8) (21.7) (30.8) (34.4) (37.7) (43.5) 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 5/8 4 4-7/16 4,710 5,270 5,770 6,665 9,425 10,535 11,545 13,330 (102) (113) (21.0) (23.4) (25.7) (29.6) (41.9) (46.9) (51.3) (59.3) 3-1/4 3-13/16 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (97) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-3/4 4-5/16 4,235 4,735 5,190 5,990 8,470 9,470 10,375 11,980 / (95) (110) (18.8) (21.1) (23.1) (26.6) (37.7) (42.1) (46.2) (53.3) 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 _______ (121) 1 (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 1 See section 3.1.8.6 to convert design strength value to ASO value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 6 to 13 as necessary. Compare to the steel values in table 33. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Aa as follows: for sand-lightweight, A = 0.68; for all-lightweight, A0 = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular val- ues in tension only by 0N,CCIC = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US)1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 299 N I I I a I I I I I I I] I I I i M-e-ch-anical Anchoring Systems i 3.3.5 KWIK Bolt TZ Expansion Anchor Table 38 - Hilti KWIK Bolt TZ stainless steel design information in accordance with CSA A23.3-141 N Design parameter Symbol Units Nominal anchor _________ diameter Ref 3/8 1/2 5/8 3/4 A23.3-14 in. 0.375 0.5 0.625 0.75 Nominal anchor diameter d4 (mm) (9.5) (12.7) (15.9) - (19.1) Effective minimum h01 in. 2 2 3-1/4 3-1/8 4 33/4 43/4 embedment2 (mm) (51) (51) (83) (79) (102) (95) (121) Mm. concrete thickness h,,45 in. 415 I 416 I 618 I 5 618 I 618 8 (mm) (102) 1(127) (102) 1(152) (152) 1(203) (127) (152) 1(203) (152)1(203) (203) in. 4-3/813-7/8 5-1/214-1/2 7-1/21 6 6-1/2 8-3/416-3/4 10 I 8 9 Critical edge distance c ii!L. (iii) I I (98) (140) I 1(114) (191) I I (152) (165) (222) I I (171) (254) I I (203) (229) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 c (mm) (64) (73) (54) (83) (60) (108) (102) Mm. edge distance in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 for s> (mm) (127) (146) (133) (140) (140) (254) (216) in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 sn,i,, ______ (mm) (57) (73) (51) (70) (60) (127) (102) Mm. anchor spacing In. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 for c> (mm) (89) (114) (83) (105) (108) (241) (178) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-1/2 5-3/4 Mm. hole depth in concrete h,, (mm) (67) (67) (102) (98) (121) (117) (146) psi 92,000 92,000 92,000 76,125 Mm. specified yield strength ya (N/mm2) (634) (634) (634) (525) psi 115,000 115,000 115,000 101,500 Mm. specified ult. strength f,,. (N/mm2) (793) (793) (793) (700) in 0.052 0.101 0.162 0.237 Effective tensile stress area A,,e5 (mm2) (33.6) (65.0) (104.6) (152.8) Steel embed. material resistance factor - 0.85 8.4.3 for reinforcement Resistance modification factor for tension, R - 0.80 D.5.3 steel failure modes Resistance modification factor for shear, R - 0.75 D.5.3 steel failure modes Factored steel resistance N,, lb 4,060 7,890 12,680 16,355 D.6.1.2 in tension (kN) (18.1) (35.1) (56.4) (72.8) Factored steel resistance V- lb 3,010 4,385 6,290 10,015 D.7.1.2 in shear (kN)(13.4) (19.5) (28.0) (44.5) Factored steel resistance V lb 1,800 4,385 5,960 8,215 in shear, seismic ar s,eq (kN) (8.0) (19.5) 1 (26.5) (36.5) Coeff. for factored concrete breakout k - 10 D.6.2.2 resistance, uncracked concrete uncr Coeff. for factored concrete breakout k - 7 I I 10 I I 7 I I 7 I I 10 I 7 D.6.2.2 resistance, cracked concrete I I I I Modification factor for anchor resistance, i - 1.0 D.6.2.6 tension, uncracked concrete Anchor category - 1 2 1 1 1 1 D.5.3 (c) Concrete material resistance factor - 0.65 - 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 1.00 0.85 1.00 1.00 1.00 1.00 D. 5.3 (c) Condition B5 Factored pullout resistance Npr,ner lb 1,840 N/A 4,030 N/A N/A 8,440 D.6.3.2 in 20 MPa uncracked concrete' (kN) (8.2) (17.9) Factored pullout resistance in 20 MPa Nprcr lb 1,635 1,885 NA NA I 4,095 I 5,685 NA D.6.3.2 cracked concrete' (kN) (7.3) (8.4) I (18.2) (25.3) Factored seismic pullout resistance in 20 Npreq lb 1,635 1,635 NA NA I 4,095 5,685 i NA D.6.3.2 i MPa cracked concrete6 (kN) (7.3) (7.3) (18.2) (25.3) I iDesign information in this table is taken from ICC ES ESL-1067, dated September 2016, table 4, and converted for use with CSAA23.3-14 Annex D. 2 See figure 1 of this section. 3 The stainless steel KWIK Bolt TZ is considered a ductile steel element as defined by CSA A23.3-14 Annex D section D.2. 4 For all design cases, qi05 = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k,) or uncracked concrete (kc4n0) must be used. I 5 For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section 0.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. 6 For all design cases, ip0, = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ES-1 067 for additional information. I 300 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I 1 [I I I I a I 1 I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 39 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure II in uncracked concrete' 23'4'5 Nominal Tension - N ____________ ________ Shear - V f = 20 MPa f 25 MPa f' = 30 MPa f'0 = 40 MPa f, = 20 MPa f = 25 MPa 10 = 30 MPa f'c = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,840 2,060 2,255 2,605 2,380 2,660 2,915 3,365 3/8 (51) (8.2) (9.2) (10.0) (11.6) (10.6) (11.8) (13.0) (15.0) 2 23/8 2,025 2,260 2,480 2,860 2,025 2,260 2,480 2,860 (51) (9.0) (10.1) (11.0) (12.7) (9.0) (10.1) (11.0) (12.7) 1 2 / 3-1/4 35/8 4,030 4,505 4,935 5,700 9,885 11,050 12,105 13,975 (83) (92) (17.9) (20.0) (22.0) (25.4) (44.0) (49.2) (53.8) (62.2) 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 5/8 / 4 4-7/16 6,730 7,525 8,245 9,520 13,465 15,055 16,490 19,040 (102) (113) (29.9) (33.5) (36.7) (42.3) (59.9) (67.0) (73.4) (84.7) 3-3/4 4-5/16 6,050 6,765 7,410 8,555 12,100 13,530 14,820 17,115 (95) (110) (26.9) (30.1) (33.0) (38.1) (53.8) (60.2) (65.9) (76.1) 3/4 4-3/4 5-9/16 8,440 9,435 10,335 11,935 17,395 19,450 21,305 24,600 (121) (141) (37.5) (42.0) (46.0) (53.1) (77.4) (86.5) (94.8) (109.4) Table 40 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure in cracked concrete' 2'3'4'5 II Nominal Tension - N Shear - V f' = 20 MPa f' = 25 MPa f = 30 MPa f'c = 40 MPa f = 20 MPa f'c = 25 MPa f' = 30 MPa f = 40 MPa anchor Effective Nominal diameter embed, embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,635 1,830 2,005 2,315 1,665 1,865 2,040 2,355 3/8 (51) (7.3) (8.1) (8.9) (10.3) (7.4) (8.3) (9.1) (10.5) 2 23/8 1,885 2,110 2,310 2,670 2,025 2,260 2,480 2,860 (51) (8.4) (9.4) (10.3) (11.9) (9.0) (10.1) (11.0) (12.7) 1/2 3-1/4 35/8 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (92) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 5/8 4 4-7/16 4,095 4,575 5,015 5,790 9,425 10,535 11,545 13,330 (102) (113) (18.2) (20.4) (22.3) (25.7) (41.9) (46.9) (51.3) (59.3) 3-3/4 4-5/16 5,685 6,355 6,960 8,035 12,100 13,530 14,820 17,115 (95) (110) (25.3) (28.3) (31.0) (35.8) (53.8) (60.2) (65.9) (76.1) 3/4 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) 1 (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 1 See section 3.1.8.6 to convert design strength value to ASD value. I 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 34. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A as follows: I for sand-lightweight, A. = 0.68; for all-lightweight, A = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension only by = 0.75. For the 1/2-inch diameter by 2-inch effective embedment anchor, 0N,0 = 0.65. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. I I Hilti, Inc. (US) 1-800-879-80001 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800.363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 301 L] I I I I I I D I I I N I Mechanical Anchoring Systems I 3.3.5 KWIK Bolt TZ Expansion Anchor Table 41 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of uncracked lightweight concrete H over metal deck' 2.3,4,5,6,7 Loads according to Figure 4 Loads according to Figure 5 Tension - N, Shear - V, Tensirm - N, Shear - Vr Nominal f'c = 20 MPa f = 30 MPa f = 20 MPa f' = 20 MPa f = 30 MPa f = 20 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (2,900 psi) (4,350 psi) (2,900 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 740 910 1,115 700 855 1,175 (38) (46) (3.3) (4.0) (5.0) (3.1) (3.8) (5.2) 2 2-5/16 1,285 1,575 1,360 1,180 1,445 1,815 3/8 (51) (5.7) (7.0) (6.0) (5.2) (6.4) (8.1) 2-3/4 3-1/16 1,965 2,405 1,730 (70) (78) (8.7) (10.7) n/a (7.7) n/a n/a 2 2-3/8 1,285 1,575 1,655 1,190 1,460 1,650 1/2 (51) (5.7) (7.0) (7.4) (5.3) (6.5) (7.3) 3-1/4 3-5/8 2,360 2,890 2,590 2,155 2,640 2,515 (83) (92) (10.5) (12.9) (11.5) (9.6) (11.7) (11.2) 3-1/8 3-9/16 1,805 2,210 2,935 2,600 3,180 3,000 (79) (90) (8.0) (9.8) (13.1) (11.6) (14.1) (13.3) 5/8 4 4-7/16 3,330 4,080 3,580 n/a n/a n/a (102) (113) (14.8) (18.1) (15.9) 3-1/4 3-13/16 2,705 3,315 3,085 n/a n/a n/a (83) (97) (12.0) (14.7) (13.7) 3/4 3-3/4 4-5/16 2,720 3,330 3,945 (95) (110) (12.1) (14.8) (17.5) n/a 1 n/a n/a Table 42 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of cracked lightweight concrete H over metal deck' 2,3,4,5,6,7 Loads according to Figure 4 Loads according to Figure 5 Tension - N, Shear - Vr Tension - N, Shear - V, Nominal f'c = 20 MPa t. = 30 MPa f'c = 20 MPa f = 20 MPa f'c = 30 MPa f = 20 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (2,900 psi) (4,350 psi) (2,900 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 625 765 1,115 585 720 1,175 (38) (46) (2.8) (3.4) (5.0) (2.6) (3.2) (5.2) 2 2-5/16 935 1,145 1,3608 1,060 1,300 1,8158 3/8 (51) (4.2) (5.1) (6.0) (4.7) (5.8) (8.1) 2-3/4 3-1/16 1,585 1,940 1,730 n/a n/a n/a (70) (78) (7.1) (8.6) (7.7) 2 2-3/8 935 1,145 1,910 845 1,035 1,650 (51) (4.2) (5.1) (8.5) (3.8) (4.6) (7.3) 1/2 3-1/4 3-5/8 1,675 2,050 3,150 1,920 2,350 2,515 (83) (92) (7.5) (9.1) (14.0) (8.5) (10.5) (11.2) 3-1/8 3-9/16 1,280 1,565 2,9358 1,845 2,260 3,0008 (79) (90) (5.7) (7.0) (13.1) (8.2) (10.1) (13.3) 5/8 4 4-7/16 2,970 3,635 3,8508 n/a n/a n/a (102) (113) (13.2) (16.2) (17.1) 3-1/4 3-13/16 1,920 2,350 3,0858 n/a n/a n/a 3/4 (83) (97) (8.5) (10.5) (13.7) 3-3/4 4-5/16 2,025 2,480 3,9458 n/a n/a n/a (95) (110) (9.0) (11.0) (17.5) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h0, (effective embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 27 and 28 control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by 0NC = 0.75. See section 3.1.8.7 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic shear conditions: 3/8-in diameter with 1-1/2' effective embedment - = 0.77, 3/8-inch diameter with 2' and 2 3/4' effective embedment - = 0.63 5/8-inch diameter - a. = 0.94 3/4-inch diameter with 3-1/4' effective embedment - = 0.80, 3/4-inch diameter with 3-3/4' effective embedment - = 0.86 302 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I I I I I 1 I I I I LI I I El I I Nominal Tension - N Shear - V I0 = 20 MPa f = 30 MPa I = 20 MPa f' = 30 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,285 1,575 1,300 1,595 (38) (46) (5.7) (7.0) (5.8) (7.1) 3/8 2 2-5/16 1,765 2,160 2,380 2,915 (51) (7.9) (9.6) (10.6) (13.0) 2 2-3/8 2,380 2,915 2,380 2,915 1/2 (51) (10.6) (13.0) (10.6) (13.0) Table 44 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of cracked concrete over metal deck' 2,3,4,5 Nominal Tension - Nr Shear - V IC =20 MPa 1'c = 30 MPa f', = 20 MPa f' = 30 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 910 1,115 910 1,115 (38) (46) (4.0) (5.0) (4.0) (5.0) 3/8 / 2 2-5/16 1,590 1,945 1,665 2,040 (51) (7.1) (8.7) (7.4) (9.1) 2 2-3/8 1,665 2,040 1,665 2,040 1/2 (51) (7.4) (9.1) (7.4) (9.1) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 33. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A0 as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, mul- tiply cracked concrete tabular values in tension only by ; = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. I I I I I 1 I I I I I I I I I I I KWIK Bolt TZ Expansion Anchor 3.3.5 Table 43 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of uncracked II concrete over metal deck' 2,3,4,5 I Hilti, Inc. (US) 1-800-879-8000 1 www.hitti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hihi.com I Anchor Fastening Technical Guide Ed. 17 303 I I 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.4 Allowable Stress Design for masonry I Table 45 - Allowable tensile loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls' 3,4,5,6 Allowable Spacing Edge distance ______________ Critical Minimum Load Critical Minimum Load Nominal tensile capacity anchor Nominal at spacing, spacing, multiplier edge distance, edge distance, multiplier diameter embedment Scr and Ccr S r S,,, c Ccr cnrin in. in. (mm) lb (kN) in. (mm) in. (mm) s. in. (mm) in. (mm) ç in 3/8 2-5/16 (59) 515 (2.3) 9-1/4 (235) 3 (76) 0.49 0.70 2-3/8 (60) 565 (2.5) 9-1/2 (241) 0.49 0.85 1/2 4 (102) 3-5/8 (92) 735 (3.3) 14-1/2 (368) 0.59 12 (305) 4 (102) 1.00 3-9/16 (90) 790 (3.5) 14-1/4 (362) 0.66 0.89 5/8 5 (127) 4-7/16 (113) 870 (3.9) 17-3/4 (451) 0.60 1.00 4-5/16 (110) 1,060 (4.7) 17-1/4 (438) 0.45 .80 RO 3/4 6 (152) 5-9/16 (141) 1,165 (5.2) 22-1/4 (565) 0.41 .85 Table 46- Allowable shear loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls' 3,4,5,6 Allowable Spacing _____________ Edge distance Critical Minimum Load Critical Minimum Nominal shear capacity anchor Nominal at spacing, spacing, multi- edge distance, edge distance, I load II load diameter embedment Scr and Ccr Scr Smin plier at Ccr multiplier multiplier in. in. (mm) lb (kN) in. (mm) in. (mm) s,,,in in. (mm) in. (mm) at cr,,n at Cmin 3/8 2-5/16 (59) 625 (2.8) 9-1/4 (235) 3 (76) 0.81 1.00 2-3/8 (60) 940 (4.2) 9-1/2 (241) 0.45 0.85 1/2 4 (102) 3-5/8 (92) 1,055 (4.7) 14-1/2 (368) 0.5 12 (305) 4 (102) 0.41 0.88 3-9/16 (90) 1,615 (7.2) 14-1/4 (362) 0.40 0.87 5/8 5 (127) 4-7/16 (113) 1,860 (8.3) 17-3/4 (451) 0.38 0.90 4-5/16 (110) 1,615 (7.2) 17-1/4 (438) 0.40 0.87 3/4 6 (152) 5-9/16 (141) 1,860 (8.3) 22-1/4 (565) 1 Values valid for anchors installed in face shells of Type 1, Grade N, lightweight, medium-weight, or normal-weight concrete masonry units conforming to ASTM C90. The masonry units must be fully grouted with coarse grout conforming to 2015 IBC Section 2103.3, 2012 IBC Section 2103.13, or 2009 and 2006 IBC Section 2103.12. Mortar must comply with 2015 IBC Section 2103.2, 2012 IBC Section 2103.9, or 2009 and 2006 IBC Section 2103.8. Masonry compressive strength must be at least 1,500 psi atthe time of anchor installation. 2 Loads tabulated are applicable to anchors spaced a critical distance of 4 times the embedment depth. The anchors may be placed at a minimum spacing, s,,,,, provided that reductions are applied to the tabulated values. 3 Anchors must be installed a minimum of 1-3/8 inches from any vertical mortar joint (head joint) in accordance with Figure 7. 4 Allowable loads or applied loads may be modified for the 2009 and 2006 IBC, due to short-term wind or seismic loads. See Table 47. 5 Embedment depth must be measured from the outside face of the concrete masonry unit. 6 For intermediate edge distances and spacings, allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. I I I I 1 304 Hilti, Inc. (US) 1-800-879-8000 1 www.hitti.com I en espanol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I I L1 I I I Li I I [1 Figure 7 - Acceptable locations (shaded areas) for Hilti KWIK Bolt TZ anchors in grout-filled concrete masonry No installation within 1-3/8' of head joint 4" minimum edge distance 12' critical edge distance reduced (Grouted) allowable load capacity Anchor installation is restricted to shaded areas KWIK Bolt TZ Expansion Anchor 3.3.5 Table 47 - Alternative basic load combination adjustment factors under the 2009 or 2006 lBC1'2'3 Modification factor for alternate basic load combinations Modification factor for allowable loads for short-term loading conditions Tension Shear Tension Shear 0.75 0.75 1.33 1.33 1 When using the basic load combinations in accordance with IBC Section 1605.3.1, allowable loads must not be increased for wind or seismic loading. 2 When using the alternative basic load combinations in the 2009 or 2006 IBC Section 1605.3.2 that include wind or seismic loads, the allowable loads for anchors may be increased by the tabulated factors found in the right half of the table. Alternatively, the basic load combinations may be reduced by multiplying them by the factors found on the left half of the table. For example, the alternate basic loads for wind or seismic loading may be multiplied by 0.75 or divided by 1.33, as applicable. For the 2015 and 2012 IBC, the allowable loads or load combinations must not be adjusted. 3 The above modification factors are applicable under the 2009 or 2006 IBC only, for Tables 45 and 46 for seismic and wind loads. Hilti, Inc. (US) 1-800-879.8000 1 www.hitti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1.800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 305 KB-TZ 3/8x3-3/4 KB-TZ 3/8x5 I KB-TZ 1/2x3-3/4 KB-TZ 1/2x4-1/2 KB-TZ 1/2x5-1/2 I KB-TZ 1/2x7 KB-TZ 5/8x4-3/4 KB-TZ 5/8x6 I KB-TZ 5/8x8-1/2 KB-TZ 5/8x10 KB-TZ 3/45-1/2 I KB-TZ 3/47 KB-TZ 3/48 Mechanical Anchoring Systems i 3.3.5 KWIK Bolt TZ Expansion Anchor I 3.3.5.5 Installation instructions I Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.hilti.com. Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for I applications and conditions not addressed in the IFU. 3.3.5.6 Ordering information' I Description Length Threaded length Box quantity KB-TZ 3/8x3 3 1-1/2 50 KB-TZ SS304 3/8x3 KB-TZ SS316 3/8x3 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/8x3-3/4 KB-TZ SS304 3/8x5 KB-TZ SS304 1/2x3-3/4 KB-TZ SS316 1/2x3-3/4 KB-TZ SS304 1/2x4-1/2 KB-TZ SS316 1/2x4-1/2 KB-TZ SS304 1/2x5-1/2 KB-TZ SS316 1/2x5-1/2 KB-TZ SS304 1/2x7 KB-TZ SS304 5/8x4-3/4 KB-TZ SS316 5/8x4-3/4 KB-TZ SS304 5/8x6 KB-TZ SS316 5/8x6 KB-TZ SS304 5/8x8-1/2 KB-TZ SS304 5/8x10 KB-TZ SS304 3/4x5-1/2 KB-TZ SS316 3/4x5-1/2 3 7/8 50 3-3/4 2-1/4 50 3-3/4 1-5/8 50 5 3-1/2 50 5 2-7/8 50 3-3/4 1-5/8 20 4-1/2 2-3/8 20 5-1/2 3-3/8 20 7 4-7/8 20 4-3/4 1-1/2 15 6 2-3/4 15 8-1/2 5-1/4 15 10 6-3/4 15 5-1/2 2-1/2 10 5-1/2 1-1/2 10 7 4 10 8 5 10 8 4 10 10 7 10 10 6 10 KB- TZ SS304 3/48 KB-TZ 3/410 KB-TZ SS304 3/410 KB-TZ SS316 3/410 1 All dimensions in inches Table 44 - KWIK Bolt TZ length identification system Length ID marking on A B c D E F G H I J K L M N 0 P 0 R S I U V W bolt head Length From 114 2 2 3 314 4 414 5 51/ 6 6Y2 7 71/2 8 4 9 91/ 10 11 12 13 14 15 of anchor, Up to famh but not 2 214 331/4 41/5 51/6 614771/88149 9410 11 12 13 14 15 16 including Figure 8 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment I I Li I 306 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 I I I 'SAMMYSv FOR WOOD -No pie-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. Watch a video demonstration at www.itwbuildex.com 1/4' 8002957 - 1/4" 8003957 3/8' 8007957 r 3/& 8008957 3/8 8068925 #14 Black [01 3/8" 8009925 Nut Driver 3/8" 8010957 Pan #8113910 3/8" 8069925 1I 8013925 1/" 8015925 #14 SW Red Nut Driver Part # 8114910 GST 100 1/4x 1" 210 (7/16"OSB) 25 125 GST 200 1/4x2" 1760 (Fir) - -25 125 GST 10 1/4x 1" 300 25 125 GST 20 1/4 x 2 1760 (Fir) 850 1475 25 125 GST 20-SS 1/4x2" 1760 (Fir) 850 25 125 GST25-380 3/8x2-1/2" 2113 (Fir) 1500 25 125 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 GST3O-SS 1/4x3 2060 (Fir) - 25 125 GST2 1/4v2" 1760 (Fir) 25 125 GST 3 1/4 x 3 227 (Fir) _. 25 125 MOt&ACtUREDU SO 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. #14 Black 'Nut Driver - ®..O> 3/8' 8139957 SH-GST2O 1/4n 2' - 1257 (Fir) 1050 Part #8113910 - 1903 Dim. Lumber 3/8" 8269957 SH-GST/CST 20 5/16 x 13/4* 1406 @ 45°off vertical 1500 850 @45° Dim. Lumber 903 Dim. Lumber 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical Dim. Lumber May require pre-drilling; consult joist manufacturer. h14 SH Orange Nut Driver Part # 8273910 I I I I J 25 011 MAW, -_ RM M 30"S Not less than 2" nominal width (1-1/2') up to 3-1/2' pipe; not less than 3" (2-1/2") nominal width 4" & 5" pipe I P I' Minimum 2-1/2" from bottom for I branch lines. Minimum 3" from bot- tom for main lines, Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of steel beams. ____________ No pre-drilling required. 7Floor Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. I I I I I 0Watch a video demonstration at www.itwbuildox.com Q 1/4' 8019957 SWG 200 3I8 - 8020957 SWG 10 - a 3/8" 8021957 SWG 20 3/8 8073925 - SWG 20 SS - . 318'" - 8022925 SWG 25-380 #14SWRed ..!Q3?5 , SWG 30 Nut Driver Part # 8114910 * May require pre-drilling; consult joist manufacturer 1/4x2" 1725 (Fir) 25 -, 125 1/4x 1 622 (Fir) - - 300 25 125 - 1/4x2" 1725 (Fir) 1050 25 125 * 1/4x2 1725 (Fir) 850 25 125 * 318x2-112' , 2249 (Fir) 1500 25 125 1/4 x3* 1884 (Fir) 25 125 * I I I I I 1 1 I Eliminates distortion of threaded rod. Accommodates up to 3 1/zfl x 12 pitch roof. Allows 17° deflection from vertical. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. Er S S Component of State of © California OSHPD Approved Seismic Restraints System c®uS LISTED HHUb ana Hex NuIS inctuxea Fig. 4A- Lateral Brace Listed Up to 8" (200mm) IPS) Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4' (100mm) thru 8" (200mm) pipe. For sizes smaller than 1 4 (100mm) use B3140. Material: Steel Function: For bracing pipe against sway and seismic disturbance. I Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 4 (100mm) thru 8" (200mm). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). I To Install: Place the Fig. 4A over the pipe to be braced. Attach Cooper B-Line/TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft/lbs. (68Nm). Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials Order By: Figure number, pipe size and finish Z47 Fig. 4A Longitudinal 1 I Li Li Li I Li 1 Installation Instructions: Fig. 4A is the braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the 'bracing pipe" and Cooper B-Line/TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. I I I I I Cooper B-Line, Inc.'s ('Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP- 00 COOPER B-Line I I 4-Way Riser Brace (plan view) I Fig. 41 - Longitudinal "In-Line" Sway Brace Attachment Size Range: 2" (50mm) through 8" (200mm) ipS. I Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and I Canada (cUL) 21/2' (65mm) through 8" (200mm) pipe. Approved by Factory Mutual Engineering (FM), 2" (50mm) through 8" (200mm) pipe. Installation Instructions: Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be I combined with the bracing pipe and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. ' To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage bracing pipe into jaw opening and tighten set screw until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. I Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. c®us USTED Set Sd I Longitudinal Brace Pa rt 41-2 2 Pipe Size (50) 5/8 A (136.5) 21/16 I (52.4) D 21/16 (52.4) Bolt Size 1/2"- 13 Max. Rec. jj 2015 Ills.1 Ilk Load (8.96) *Max. Design -- Load l21 (--) Approx. jlili lbs. 247 (112.0) 41.21/2 21/2" (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/2"13 2015 (8.96) 3000 (13.34) 253 (114.7) 4L-3 (80) (177.8) 2/4" (69.8) 31/16 (77.8) 1/2"13 2015 (8.96) 1550 (6.89) 268 (121.5) 41-4 (100) 81/2" (215.9) 3/8" (85.7) 311/16" (937) 1/2"..13 2015 (8.96) 1550 (6.89) 348 (157.8) 41-5 (125) 93/4" (247.6) 3/8" (98.4) 4 /8" (111.1) 1/2"13 2015 (8.96) 1450 (6.45) 380 (172.3) 41-6 (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"13 2015 (8.96) 1450 (6.45) 640 (290.3) 41-8 1 1 (200) 1 131/4' (336.5) 5 /8" (142.8) 5/8" (142.9) 1/2'13 2015 1 (8.96) 1 1450 1 (6.45) 1 728 1 (330.2) * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? the installation angle measured from the vertical. FM approved when used with 1", 11/4", 11,2" or 2" Sch. 40 brace pipe. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line 1 1 LI LI I I I I I Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4 (20mm) thru 2" (40mm) pipe. CUS I Material: - Pre-Galvanized Steel LISTED Function: - Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head I activation or earthquake type activity. The surge restrainer is easily and efficiently 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 I Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). I Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4 (20mm) thru 2" (40mm). Patent #5,344,108 01 I I I I I .. I I hz— I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. I 'I; Component of State of California OSHPD Approved Seismic Restraints System C® US LISTED Set Screw and Locknut Included Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Fig. 65XT - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) I Size Range: Fig. 65 - 1/2"..13 rod sizes, and /8-11 rod sizes Fig. 65X1 - I8 -16 rod size (see below) I Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). I Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing ' the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). I Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8"-16 rod will support 1/2" (15mm) thru 4(100mm) pipe 1/2"..13 rod will support 1/2" (15mm) thru 8" (200mm) pipe Included in the Seismic Restraints Catalog approved by the State of California I Office of Statewide Health Planning and Development (OSHPD). For additional load spacing and placement information relating OSHPD projects, please refer to the Seismic Restraint System Guidelines. I Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 I I Part F Mac Rec. Load * Approx. Wt./100 No. in. (mm) in. (mm) in. (mm) I * Maximum loads for clamp with set screw in up or down position. c®us <> (____•\ N25.4 LISTED (39.7) 3/4" ~—X (19.0)¶4 222 I Set Screw and ( 7/8 -.---... ... 4 Locknut Included 1 I L I Fig. 65X1-3/8 - Beam Clamp Feature: Extruded holes allow for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Design Load: 730 Lbs (3.25kN) Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed and FM Approved for uo to 4(100mm) pipe. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP— ago COOPER B-Line I Fig. 69 - Beam Clamp Retaining Strap (Cooper B-Line B3367) Size Range: 3/8"-16 thru I4-1 0 rod I 4" (101,6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of I 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 I requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking ' mechanism of some kind, such as a hex nut or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. I Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in the Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning I and Development (OSHPD). For additional load spacing and placement information relating OSHPD projects, please refer to the Seismic Restraint System Guidelines. I Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm) I 21 Component of State of ®us California OSHPD Approved Seismic Restraints System USTED I 1 1 I I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line RIO . .< Fig. 65 Reversible Beam Clamp W-Beam Fig. 75 Swivel Attachment - All Threaded Rod Fig. 25 Surge Restrainer May be used as a structural attachment component of a branch line restraint 1g. 75 Swivel Attachment All Threaded Rod B3100 Clevis Hanger I I I Fig. 75 - Swivel Attachment Size Range: - /8-16 Rod Attachment Material: Steel Function: Three recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to anchor bolt, beam clamp, etc. May be used as an upper attachment with short hanger rod to omit seismic bracing. May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support up to 4 (100mm) pipe. Finish: Electro-Galvanized Weight: Approx. Wt./100 - 13.3 Lbs. (6.0kg) Order By: Figure number Patent: #7,887,248 -------------- ------- I Fig. 78All Steel Ceiling Plate Fig. 75 Swivel Attachment Fig. 200 "Trimline" All Threaded Rod Adjustable Band Hanger -...... I I Li I I I I L I c®Us LISTED I May be used as a upper attachment with short hanger rod to omit seismic bracing May be used with a pitched root application, to meet requirements of NFPA 13 (2010) Sec. 9.1.2.5. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. I I Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe c®us Material: Steel, Pre-Galvanized to G90 specifications LISTED Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: - - (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. - - (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in ," B hanger before installation. Adjusting nut is easily removed. / A Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and 7 Factory Mutual Engineering Approved (3/4" (20mm) thru 8" (200mm)). / Conforms to Federal Specifications WW-H-1 71 E & A-A-11 92A, Type 10 -=- Fig. 2001I2. 200-/4 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Fig. 200-1 to 200-2 Fig. 20021/2 to 200-8 Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts c. in place of a knurl nub. Order By: Figure number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or 200M 10-11/2 Fig. 200 Fig. 200C Fig. 200F 200-1/2 Pipe 1/2 Size (15) Rod /8 -16 Size h- M8 or M10 31/8 A (79.4) 2/8 B (66.7) Max. Rec. Load I 400 (1.78) iApprox. 11 !1II1I (5.0) 200-/4 3/4" (20) /8°-16 M8 or M10 31/8" (79.4) 21/2' (63.5) 400 (1.78) 11 (5.0) 200-1 1" (25) /8°-16 M8 or M10 3/8" (85.7) 2/8" (66.7) 400 (1.78) 12 (5.5) 200.11/4 11/4' (32) 3/8 -16 M8 or M10 33/4" (94.0) 2/8" (73.0) 400 (1.78) 13 (5.9) 200_11/2 11/2" (40) 1 3/8,,-16 M8 or M10 3/8" (98.4) 2/8' (73.0) 400 (1.78) 14 (6.4) 200-2 2° (50) /811-16 M8 or M10 41/2° (114.3) 3" (76.3) 400 (1.78) 15 (6.9) 200_21/2 21/2" (65) I8'-16 M10 5/8" (142.9) 41/8" (104.7) 600 (2.67) 27 (12.3) 200-3 3" (75) /8"-16 M10 5/8" (149.1) 4" (101.6) 600 (2.67) 29 (13.3) 200.31/2 31/2" (90) /8"-16 M10 7I8° (187.3) 51/4' (133.3) 600 (2.67) 34 (15.6) 200-4 4" (100) /8"-16 M10 7I8" (187.3) 5" (127.0) 1000 (4.45) 35 (16.0) 200-5 5" (5) 1/2"13 M12 91/8" (231.8) 61/4" (158.7) 1250 (5.56) 66 (30.2) 200-6 6" (150) 1/2 .13 M12 101/8" (257.2) 6/4° (171.4) 1250 (5.56) 73 (33.4) 200-8 1 8" 1 (2013) 1 1/2".13 1 M12 1 131/8' 1 (333.4) 8/4" (222.2) 1250 1 (5.56) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 11 I I I I I I I I I I I I I [7 I 1 COOPER B-Line Fig. 200H - Heavy Duty Band Hanger (For Trapeze) Size Range: 2" (50mm) thru 4" (100mm) trapeze pipe size. Material: Steel - Pre-Galvanized to G40 Spec Function: Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used C @us extensively to support trapeze installations and the increased loads LISTED from both above and below the trapeze assembly. Features: Furnished with I8'-1 6 or 1/2"-13 adjusting threaded ring nut. Approvals: Underwriters Laboratories listed in the USA (UL) and Canada** (cUL). Conforms to Federal Specification WW-H-1 71 E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized I I I Li I I Order By: Figure number, pipe size and rod size. I Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. I I 200H-2-3/8 2 Size (50) I Rod Size /8-16 . 4/16 I Max.Pipe A (115.9) 3/32' B (81.7) 1200 (5.34) Approx. I 48 TkII I (21.8) 200H-2-1/2 2 (50) 1/2"13 423/32 (119.8) 3/8' (85.7) 1200 (5.34) 45 (20.4) 200H-21/2-3/e 21/2 (65) /8'-16 5/16" (134.9) 323/32 (94.4) 1200 (5.34) 59 (26.7) 200H-21 /2-112 21/2' (65) 1/2'13 515/32 (138.9) 3/8 (98.3) 1200 (5.34) 56 (25.4) 200H-3-3/8 3' (75) /8"-16 53/4 (146.0) 327/32 (97.6) 1200 (5.34) 63 (28.6) 200H-3-1/2 3' (75) 1/2"13 5 /8" (148.1) 331/32 (100.8) 1200 (5.34) 60 (27.2) 200H-4-3/8 4 (100) /8-16 6/8" (174.6) 4/16" (112.7) 1200 (5.34) 76 (34.5) 200H-4-1/2 4' 1 (100) 1/2 _13 71/32 (178.6) 419/32 (1116.7) 1 1200 1 (5.34) 73 1 (33.1) * Select trapeze pipe size based on section modulus required for span of trapeze per information provided in NFPA 13 (2002) Table 9.1.1.6.1 (a and b). ** All sizes are UL Listed to support up to 8 pipe at max spacing per NFPA 13. For 6" (150mm) and 8" (200mm) trapeze pipe, consult factory. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. I I I I I n C&S <~> LISTED Alplo", Cone Point Set Screws A Set Screws Included 4on Cone Point Set Screw B UL Horizontal Design Load Maximum Design Load Across Beam 2015 lbs. (8.96kN) Maximum Design Load Along Beam 2015 lbs. (8.96kN) I Fig. 828 - Universal Sway Brace Attachment Size Range: One size accommodates all Fig. 900 Series sway brace I attachments. Fits from /8" (9.4mm) to /" (22.2mm) thick steel structure. For thicknesses less than I8" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-oft set screws allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Approved (FM). Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-Line/TOLCO transitional attachment, bracing pipe and a Cooper B-Line/TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set screws (A) until the heads break off. Tighten the cone point set screw (B) until the head breaks off. Remove the flange nut from set screw (B). Install a TOLCO swivel fitting (Fig, 909, 910, 980, 986). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Ga Ivan ized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942 Canada Patent #2,286,659 Patent Pending FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300-440 I 450590 60°-740 I 75°-90° 1570 2220 1210 700 (6.98kN) I (9.87kN) (5.38kN) 1 (3.11 kN) FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) 30°-44° 1 450590 60°-74° I 750-90° 690 970 1210 1330 (3.07kN) (4.31 kN) (5.38kN) (5.91 kN) I I I I I I ------------------------- Beam, truss, or girder LIIIIIIIILIIIIIJ Fig. 828 Shown with Fig. 980 Beam, truss, or girder Fig. 828 Shown with ° May pivot in any Fig. 980 .d direction Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Pp— 000 COOPER B-Line I I c®uS <> LISTED Set Screw Included Mounting Hardware Is Not Included IV 11511 I Fig. 980 - Universal Swivel Sway Brace Attachment - /811-16 to /8"-9 rods Component of State of California OSHPD Approved Fig. 980H - Universal Swivel Sway Brace Attachment - 1"-8 to 11I4"7 rods Seismic Restraints System Size Range: One size fits bracing pipe 1(25mm) thru 2 (50mm), Cooper B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4 (31 .7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. 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: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/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 screw until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). 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 Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Note: Fig. 980 Swivel Attachment and Fig. 1001, Fig. 1000, Fig. 2002, I Fig. 4A, Fig. 4B or Fig. 4L pipe clamps make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. 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 I I 'I I I n I Pa rt Number 980-/8 51/4" (133.3) 1/8" (47.6) Design Max. _ 17/32" (13.5) 2765 (12.30) 2800 Design (12.45) Approx. 133 (60.3) 980.1/2 51/4" 17/8" (47.6) /32" (1.) 2765 2800 132 :L) 980-I8 51/4" 17/8" (47.6) 11/16" (17)_ 2765 2800 (4) 131 (4) 980-I4 51/4" 1). 17/8" (47.6) 13/16" ()_ 2765 jjçf 2800 (14) 130 980H-1/8 6/4" 1714 31/2" (88.9) 15/16" çj 2765 (12.30) 2800 ..?P .4. ii 980H-1 6/4" 111141 31/2" (88.9) 11/16" J7 2765 jjp 2800 ...400 ci.t 980H-11/8 6/4" (171.4) 31/2" (88.9) 1/16" (30.2) 2765 (12.30) 2800 (12.45) 397 (180.1) 980H-11/4 6/4" 1 (171.4) 31/2" (88.9) 1/16" (33.3) 2765 (12.30) 2800 (12.45) 390 (176.9) * Mounting attachment hole size. ** Load shown is allowable with brace installed, between 300 - 90°. ** The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? is the installation angle measured from the vertical. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP— COOPER B-Line I d I I I H 7 Lateral Brace (01 Component of State of California OSHPD Approved Seismic Restraints System C ® US USTED UL Listed Design Load Sch. 7 - 1600 lbs. (7.11kN) Sch. 10 & 40w/1" (25mm) Brace Pipe 2015 lbs. (8.96kN) Sch. 10 & 40 w/11/4" (32mm) Brace Pipe 2765 lbs. (12.30kN) FM Approved Design Loads * 21/2" (65mm) pipe size - 2400 lbs. (10.67kN) 3" (75mm) to 4" (100mm) pipe size - 2550 lbs. (11.34kN) 5" (125mm) to 8" (200mm) pipe size - 1550 lbs. (6.89kN) I 1 Fig. 1001 - Sway Brace Attachment I Size Range: Pipe size to be braced: 21&" (65mm) thru 8' (200mm) IPS. * Pipe size used for bracing: 1" (25mm) and 11/4 (32mm) Schedule 40 IPS. Material: Steel I Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete I sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing I pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced I ° and tighten two hex head cone point set screws until heads bottom out. A minimum of 1(25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. I 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 I (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. I Order By: Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note: Fig. 1001 is precision manufactured to perform its ' function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other Cooper B-Line/TOLCO bracing products. _ 21/2" (65) 100121/2 X 138.6 II i1l11IJIIiI) (62.8) T! ii 100121/2 X 11/4 160.4 (72.7) I D esign ¶1 UL & FM (80) 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) UL & FM (100) 1001-4 X 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) UL & FM 6" (150) 1001-6X1 190.0 (86.2) 10016X11/4 211.4 (95.9) UL & FM 8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11/4 1238.8 (108.3) 1 UL & FM ** See load ratings in UL Listed & FM Approved Design Load charts. * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where? is the installation angle measured from the vertical. I 1 I I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 1:1; UL Listed Design Load 2015 lbs. (8.96kN) Shown with Fig. 980 Component of State of California OSHPD Approved Seismic Restraints System C & us LISTED I Fig. 2002 - Sway Brace Attachment I Size Range: Pipe size to be braced: 21," (65mm) thru 8' (200mm) all steel schedules, copper, plastic, FRP, cast iron and ductile iron. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 11&' (40mm) and 2" (50mm) steel schedule 100 ' through schedule 40. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 and/or Cooper B-Line/TOLCO State of California OSHPD Approved Seismic ' Restrain Manual. Features: Unique design will not damage thin wall, plastic, copper or ductile iron pipe. Easy verification of proper installation by tightening bolts until ears touch. Installation: Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. a Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional I load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. I Order By: Figure number, pipe size to be braced, pipe size used for bracing (11/2" (40mm) or 2" (50mm)) and finish. Important Note: Fig. 2002 is precision manufactured I to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 2002 must be used only with other Cooper B-Line/TOLCO bracing products. in._ Siz 21/2" (65) 2002.21/2 X 11/2 • 224.9 II (102.0) 2002.21/2 X 2 283.3 (128.6) Design ¶1 UL (80) 2002-3 X 11/2 241.0 (109.3) 2002-3 X 2 299.4 (135.8) UL (100) 2002-4 X 11/2 268.4 (121.7) 2002-4 X 2 326.8 (148.2) UL 6" (150) 2002-6 X 11/2 326.6 (148.1) 2002-6 X 2 385.0 (174.6) UL 8" (200) 2002-8 X 11/2 1 381.3 (172.9) 1 2002-8 X 2 1 439.7 (199.4) UL ** See load ratinas in UL Listed Desian Load chart. I U 2 I L.HF --------------------------- 10-H All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP- 00 COOPER B-Line I I I I I I I I SECTION 6 I I I I i I ELECTRICAL DEVICES I I U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 LI (DPOTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULCandCSFM Listed, FMandLPCBApproved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow RateforAlarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2' conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA4/1P54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40°F/120°F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-1 3 One or two family dwelling NFPA-1 3D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 I I I GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2' thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2' (65mm) devices require a hole with a diameter of 1 1/4" + 1/8' - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. i I I Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 1 www.pottersignal.com I PRINTED IN USA MKT. #8800001 - REV PAGE 1 OF 2 MFG. #5400761 -7/02 FIG. 2 NOT LEAVE COVER OFF FOR DO OPTIONAL TAMPER SWITCH EXTENDED PERIOD OF TIME RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION)_ ,, FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A "B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B". TO INSTALL, DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE to 2 1/2" 1 1/4" +1/8" -1/16" (50mm to 65mm) (33mm ±2mm) to 8" 2" ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT-LBS (68 n-m) OF TORQUE MOUNT ON FIFE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW in I DIRECTI0'\ WATERFLOW C NO NC (wHT) (RED) (BLK) 6*5. j*56*182 DWG. #761-30 APPROX. RETARD SETTINGS (IN SECS.) o 0 A 10-25 B 20-40 C 35-55 D 50-70 C 60-90 I (E)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD I CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the J connection in the event that the wire becomes dislodged from under the terminal. FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 The Model VSR-F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- 2 SETS OF _________________ operate a central station, pro- outs, not in the center. NORMAU.V OPEN CONTACTS CLOSE ON ALARM WA, ZONE LOLA FROM I ON ORE PANEL ORE PANEL I prietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. AconditionofLPCApprovalof POOTNEX this product is that the electri- THE NC AND NO MARKINGS ON THE SWITCH ARE FOR OR HOT AC SELL cal entry must be sealed to AN ALARM CONDITION. THE CONTACTS ARE REVERSED NEGATIVE DC OR NEUTRAL AC exclude moisture. WHEN THE DEVICE IS IN THE NORMAL CONDITION. TWO. 1761-2 For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). APPLICATION WARNING! I Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING I The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). I If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. I IMPORTANT NOTICE: Please advise the person responsible for testing of the lire protection system that this system must be tested in accordance with the testing instructions. I PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2 MFG. #5400761 -7/02 I I I FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL ir1 oufGolso Go DWG. #923-3 1 I I I Li U POTTER The Symbol of Protection BELLS PBA-AC & MBA-DC @(@'<~(A These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120 VAC I2VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (401 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells -4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK- I weatherproof backbox Model BBX-1 deep weatherproof backbox Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. I n I 1 Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA 126 1750070 .12A 85 76 8(200) 12VDC MBA128 1750080 .12A 90 77 10(250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC MBA246 1750100 .06A 87 77 8(200) 24VDC MBA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8 (200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8 (200) 120VAC PBA 1208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 I All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. I AWARNING I In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK- I or BBX- I. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture. it may fail or create an electrical hazard. Potter Electric Signal Company. LLC • 2081 Craig Road. St. Louis. MO, 63146-4161 Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. 45400776 - REV Y PAGE I OF 2 5/08 I I I Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 112 conduit entrance 5 3/4" (146) (4I) I ' U POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC 1 I Bells Dimensions Inches (mm) Fig. I DWGS 775-I Wiring (rear view) Fig. 3 A.C. BELLS WHITE (IN) WI STE (0 UT) FROM CONTROL PANEL OR PRECEDING BELL BLACK (IN) BLACK(OUT) CAUTION: WhEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS RI-IOWN. NOTES: I. WIIEN USING AC BELLS, TERMINATE EACh I EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWCE 776-7 SW(S) 776-2 41/4" (IRS) Installation The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90' AFF and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having .i urisdiction). r AWARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. 95400776 - REV Y PAGE 2 OF 2 5/08 Li I I SECTION 7 I I MISCELLANEOUS I I I Description FPPI pressure gauges feature an impact and corrosion resistant case made from ABS (plastic). Features phosphor bronze bourdon tube movement with white enameled brass dial face with large numbers for easy reading. Dual scale to 300 PSI/2000Kpa. UL/ULc Listed (Sprinkler Gauge Model 111.1 OSP UL Listed file EX5232) and FM Approved. Applications Fire sprinkler systems Suitable for all media that will not obstruct the pressure system or attack copper alloy parts Special Features UL-listed (UL-393), United States and Canada (Sprinkler Gauge Model 111.1OSP, UL Listed file EX5232) Factory Mutual (FM) approved Reliable and economical Standard Features Design EN 837-1 &ASME 640.100 Sizes 4" (100 mm) Accuracy class ± 33% of span (ASME B40.100 Grade B) Ranges 0/80 psi, retard to 250 psi (air) 0/300 psi (air, water, air/water) Working Pressure Steady: 3/4 of full scale value Fluctuating: V3 of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: 140°F (+60°C) maximum Temperature Error Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18°F (10°C) rising or falling. Percentage of span. Specifications Bourdon Tube Material: copper alloy C-type Pressure Connection Material: copper alloy 1/4" NPT lower mount (LM) Movement Copper alloy Dial White aluminum with stop pin; black and red lettering Pointer Black aluminum Case Black polycarbonate Window Snap-in clear polycarbonate 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 0 2012 Fire Protection Products, Inc. Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets a available in six configurations. Three head, six head, six head ESFR, twelve head, twenty-fou head and thirty-six head. All six styles are manufactured with "knockouts" to accommodate the most common size sprinklers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red enamel finish. Each spare head cabinet comes with a hinged door which remains closed to protect the spare sprinklers from the elements and features two holes on the back panel to allow for attachment to most surfaces utilizing the appropriate fasteners. Not intended for exposed or harsh environments. Installation Select the correct Spare Sprinkler Head Cabinet in accordance with the Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct number of spare sprinkler is as follows: 0-300 sprinklers, not less than 6; 300-1000, not less than 12; 1000 or more, not less than 24. Stock of spare sprinklers shall include all types and ratings installed.* Once the correct Spare Sprinkler Head Cabinet has been selected, installation is accomplished by inserting the correct fastener in each of the two holes inside the cabinet, securing the cabinet securely to the wall. The insert the correct number and type of sprinklers in accordance with the "handbook". Specifications Material: Painted Plain Steel Finish: Red enamel Styles: 3 Spare sprinklers, ½ or 3/4 6 Spare sprinklers, ½ or 3/4 6 Spare, ESFR, ½, 3/4 or 1" 12 Spare sprinklers ½ or 3/4 24 Spare sprinklers 36 Spare sprinklers Final determination is subject to approval by the AHJ. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FP)(+1 800 344-3775 © 2012 Fire Protection Products, Inc. Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade [ resistant red ink. Each sign is shipped with a clear protective plastic coating which can be I re- moved at time of installation. Each sign type meets or exceeds NFPA13 requirements. All signs (except 7" round) are drilled in four corners to allow for easy installation. All signs (except 7" round) may be installed with sign chain or with any fastener that is suitable for the material that the sign is being attached. The 7" round bell signs are center drilled to allow for installation directly to the bell gong assembly. Type "A" 9" x 7" Control valve signs are drilled with the same four hole pattern as Type "B" 6" x 2" signs to allow for attachment of Type "B" to Type "A". I Installation Installation of aluminum signs is accomplished by several methods. The most I common installation procedure is to use #16 Single Jack chain to hang the sign on the area being identified. Since all of the above mentioned signs are predrilled at all four corners, the last link of the chain can be opened and hooked J through the top holes on the signs and hung on the appropriate valve or piping. The signs may also be fastened to a flat surface with fasteners appropriate to the base material. (The 9" x 7" Fire Alarm Bell sign must be drilled with a /8" hole if it is to be attached directly to the bell gong.) See current catalog for a full listing of all available signs. I 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+ 1760 599-1168 +1800344-1822 FAX +1 800 344-3775 © 2012 Fire Protection Products, Inc. I Specifications Material: .020" aluminum with removable plastic coating Sizes: 6" x 2" x 6" x 7" 9" x 7" 12" x 10" 8.5" xli" 7" Round F P P Description Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants. The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings. Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. FBC/;'. SYS1EM coMpA11BL *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 + 1 800 344-1822 FAX + 1800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipef it® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Pipefit® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 16 oz. brush in cap 32 oz. 32 oz. BIC 1 gl. 5 gl. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com mu © 2012 Fire Protection Products, Inc. FPPI, LubeFit are registered trademarks of Fire Protection Products, Inc. LA FBC', BlazeMaster, FlowGuard Gold" and Co,zan are registered trademarks of Noveon IP Holdings Corp. MADE IN U.LA. F P P I Description ThreadFit® CLEAR Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, light colored cutting oil for all types of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary lubricity and cooling modern pipe threading operations require. This balanced combination of additives will help improve die life and thread quality over other cutting oils and is Chlorine free. ThreadFit Clear's low smoke/ low odor formulation makes it ideal for use in high speed threading applications. Qt 1hrefiF Th. C,.th., Oil FBC -1 safety and handling information. DO NOT MIX WITH OTHER 3198 LIONSHEAD AVE THREAD CUTTING OILS OR CARLSBAD, CA 92010 CONTAMINANTS. TEL + 1760 599-1168 D +1800344-1822 FAX + 1800 344-3775 Nu © 2013 Fire Protection Products, Inc. FPPI, ThreadFitg are registered trademarks of Fire Protection Products, Inc. LA MADE IN U.S.A. Features Heavy Duty Cutting Oil Excellent Tool Life Chlorine Free All types of ferrous metal or pipe Improved Surface Finish Low Odor Low Smoke F13CVB SYSTEM COMPATIBLE *FBCU System Spears® Compatible Compatible indicates indicates that this product has been ThreadFit® CLEAR tested by Lubrizol has been tested Advanced Materials by Spears® and is monitored on Manufacturing to an on going basis be compatible with to assure chemical Flameguard® pipe and compatibility with fittings. FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. Installation ThreadFit® can be used in automatic and hand held applicators. Fill oil reservoir according to equipment manufacturers specifications. Mixing of different types of threading oils is not recommended. DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Change oil regularly for optimum performance. Contains petroleum oil. Avoid breathing mists or vapors. Avoid eye contact and prolonged or repeated contact with skin. Wear safety glasses or goggles. Use good personal hygeine. Dispose of used oil in accordance with all local, State and Federal ordinances and regulations. Consult Material Safety Data Sheets for additional Specifications Appearance: Clear amber liquid. Packaging: 1 gl. (6/case) 5 gl. Pail 55-gl drum 275-gl tote CAUTION: Skin contact: wash thoroughly with soap and water. Eye contact: flush eyes with water for at least 15 minutes and seek medical attention. Ingestion: consult a physician immediately. Inhalation: move affected person(s) to fresh air and seek medical attention. See MSDS for first aid instructions. Spill or Leak: Soak up with an oil absorbent compound. Follow all state, local, Federal regulations for disposal. Don't pollute. Conserve our resources-Please recycle this container. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com This product is registered with CHEMTREC, a 24-hour emergency hotline. They may be reached at 1 800 424-9300. I El I SECTION 8 i 1 I I 1 C] Hydraulic Calculations I I I I I No. 94b CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Cougar Drive at El Camino Real SR#: (Assigned upon plan submittal) PROJECT ADDRESS: APN 029-041-42-00 CITY: Carlsbad PHONE: ( 858) 677-9278 (Response Fire Protection Company, Inc.) FAX NUMBER: (858) 459-3418 Largest Building (ft. 2 Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Cougar Drive at El Camino Real TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 103 PSI Hydrant Number (if applicable): (node J92) Elevation of test: 252 Feet Date/Time of Test1: Pitot Tube Reading PSI Corresponding Flow GPM Total Flow: 3,125 GPM Residual Pressure 99 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x i I I I I I Name: Jennifer R. Mael, P.E. Signature: Title/Org: P6)ct Manager Eng. Lic. No. (if applicable): C69606 Date: 02/26/2018 i I - - __ - - - - - im M Im ft ~~ 0 Foxtail Loop PRS Proposed 12" PVC Waterline Fire Flow Test ( Project Site Location 41 \ ft / ;1 8 Legend G w_Hydrant Pipe ZONE -375 -430 -490 -550 'U Cougar Drive - Fire Flow Analysis 10- V. I I I I $ I I I I I I I I $ I I I - - - Fire Protection by Computer Design Serenity Fire Protection 417 S. Associated Rd. #215 Brea, CA 92821 714-914-1463 Job Name : West Cost Self Storage Building : F1.01 Location : 2405 COUGAR DRIVE, CARLSBAD, CA 92010 System : Ground Floor Contract Data File : WCSS GROUND FLOOR.WXF I I Computer Programs by Hydratec Inc. Revision: 50.52.1 'I Serenity Fire Protection West Cost Self Storage I HYDRAULIC CALCULATIONS for I Project name: West Cost Self Storage I Location: 2405 COUGAR DRIVE, CARLSBAD, CA 92010 Drawing no: F1.01 Date: 12-08-2018 I Design Remote area number: Ground Floor Remote area location: Ground Floor I Occupancy classification: Ordinary Hazard Group II Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt I Type of sprinklers calculated: V3402 No. of sprinklers calculated: 18 - In-rack demand: N/A - GPM Hose streams: 250 - GPM I Total water required (including hose streams): 717.43 -GPM Type of system: Gridded Volume of dry or preaction system: N/A - Gal I Water supply information - Date: Location: I Source: Name of contractor: I Address: Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Page 1 Date 12-08-2018 @ 57.04 -Psi Ii $ I I I E I Computer Programs by Hydratec Inc. Revision: 50.52.1 tVlt,r SJJLy cllflt C - M - • ___ 00 M OM - Serenity Fire Protection Page 2 West Cost Self Storage Date 12-08-2018 City Water Supply: Demand: Cl - Static Pressure : 103 Dl - Elevation : 5.414 C2 - Residual Pressure: 99 D2 - System Flow : 467.432 C2 - Residual Flow : 3125 D2 - System Pressure : 57.044 Hose ( Demand) : 250 D3 - System Demand : 717.432 Safety Margin : 45.693 150 140 130 p120 R 11 ci 2 E100 90 s 8° u7° R60 E5° D3 40 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 igs=dSiar - - - - __.1 = - __ __ Serenity Fire Protection Page 3 West Cost Self Storage Date 12-08-2018 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfa Febco 826YD Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure I Flow Summary - STANDARD Serenity Fire Protection Page 4 I West Cost Self Storage Date 12-08-2018 Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. I No. 42 9.5 12.61 na 3D 9.5 8 9.0 na 24.0 0.2 60 7.0 9.5 8 8.99 na 23.98 0.2 60 7.0 I 2D 1D 9.5 8 9.17 na 24.23 0.2 60 7.0 46 9.5 27.6 na 7D 9.5 8 12.42 na 28.2 0.2 60 7.0 I 6D 9.5 5D 9.5 8 8 11.46 11.29 na na 27.08 26.88 0.2 0.2 60 60 7.0 7.0 47 9.5 27.61 na 13D 9.5 8 10.88 na 26.38 0.2 123.67 7.0 12D 9.5 8 9.85 na 25.1 0.2 123.67 7.0 9.5 8 9.56 na 24.73 0.2 123.67 7.0 I liD 10D 9.5 8 9.56 na 24.74 0.2 123.67 7.0 9D 9.5 8 9.78 na 25.02 0.2 60 7.0 49 9.5 26.97 na 9.5 8 11.51 na 27.14 0.2 123.67 7.0 I 18D 17D 9.5 8 10.75 na 26.23 0.2 123.67 7.0 16D 9.5 8 10.66 na 26.12 0.2 123.67 7.0 15D 9.5 8 10.72 na 26.19 0.2 60 7.0 4D 9.5 8 11.39 na 27.0 0.2 123.67 7.0 8D 9.5 1 8 11.46 na 27.08 0.2 123.67 7.0 14D 9.5 8 11.69 na 27.35 0.2 123.67 7.0 50 9.5 26.81 na I 51 9.5 52 9.5 26.71 26.67 na na 53 9.5 26.66 na 54 9.5 26.65 na 36 9.5 11.5 na 9.5 11.51 na I 37 38 9.5 11.58 na 39 9.5 11.81 na 40 9.5 12.24 na 41 9.5 12.5 na I 43 9.5 12.65 na 45 9.5 27.6 na 48 9.5 27.65 na I TR4 9.5 BOA -3.0 28.9 40.11 na na DC1 -3.0 40.9 na DC2 3.0 38.6 na UG1 -3.0 55.69 na SRC -3.0 57.04 na 250.0 I The maximum velocity is 13.07 and it occurs in the pipe between nodes 47 and 13D Li I 1 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Serenity Fire Protection Page 5 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 42 -28.86 1.53 T 9.917 68.580 12.609 to 120.0 2E 9.917 19.834 0.0 3D -28.86 -0.0408 0.0 88.414 -3.609 Vel = 5.04 I 3D 24.00 1.53 0.0 9.830 9.000 K Factor = 8.00 to 120.0 0.0 0.0 0.0 20 -4.86 -0.0015 0.0 9.830 -0.015 Vel = 0.85 23.98 1.53 0.0 9.830 8.985 K Factor = 8.00 I 2D to 120.0 0.0 0.0 0.0 10 19.12 0.0190 0.0 9.830 0.187 Vel= 3.34 I 1D to 24.23 1.53 120.0 T 9.917 0.0 17.000 9.917 9.172 0.0 K Factor = 8.00 36 43.35 0.0866 0.0 26.917 2.332 Vel = 7.56 0.0 I 43.35 11.504 KFactor= 12.78 46 -66.41 1.53 1 9.917 69.660 27.598 to 120.0 0.0 9.917 0.0 -66.41 -0.1907 0.0 79.577 -15.173 Vel = 11.59 I 70 7D 28.20 1.53 0.0 14.083 12.425 K Factor = 8.00 to 120.0 0.0 0.0 0.0 -38.21 -0.0686 0.0 14.083 -0.966 Vel = 6.67 I 6D 6D 27.08 1.53 2E 9.917 14.500 11.459 K Factor = 8.00 to 120.0 0.0 9.917 0.0 5D -11.13 -0.0070 0.0 24.417 -0.171 Vel = 1.94 I 51) 26.88 1.53 T 9.917 6.660 11.288 K Factor = 8.00 to 120.0 0.0 9.917 0.0 37 15.75 0.0133 0.0 16.577 0.221 Vel = 2.75 0.0 I 15.75 11.509 KFactor= 4.64 47 -74.90 1.53 T 9.917 60.316 27.606 120.0 0.0 9.917 0.0 I to 13D -74.9 -0.2382 0.0 70.233 -16.730 Vel = 13.07 130 26.39 1.53 0.0 9.660 10.876 K Factor = 8.00 I to 12D -48.51 120.0 -0.1067 0.0 0.0 0.0 9.660 0.0 -1.031 Vel= 8.47 120 25.10 1.53 0.0 10.330 9.845 K Factor = 8.00 to 120.0 0.0 0.0 0.0 -23.41 -0.0277 0.0 10.330 -0.286 Vel = 4.09 I 110 liD 24.73 1.53 0.0 9.660 9.559 K Factor = 8.00 to 120.0 0.0 0.0 0.0 1.32 0.0001 0.0 9.660 0.001 Vel = 0.23 I 100 10D 24.74 1.53 0.0 6.500 9.560 K Factor = 8.00 to 120.0 0.0 0.0 0.0 26.06 0.0338 0.0 6.500 0.220 Vel = 4.55 I 90 9D 25.02 1.53 1 9.917 5.416 9.780 K Factor =8.00 to 120.0 0.0 9.917 0.0 38 51.08 0.1173 0.0 15.333 1.799 Vel = 8.91 ' 0.0 51.08 11.579 KFactor= 15.01 I Computer Programs by Hydratec Inc. Revision: 50.52.1 1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 6 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c"or Ftng's Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn 49 -66.67 1.53 1 9.917 70.583 26.965 to 120.0 0.0 9.917 0.0 180 -66.67 -0.1920 0.0 80.500 -15.460 Vel = 11.63 180 27.14 1.53 0.0 10.330 11.505 K Factor =8.00 to 120.0 0.0 0.0 0.0 170 -39.53 -0.0730 0.0 10.330 -0.754 Vel = 6.90 I 17D 26.23 1.53 0.0 9.660 10.751 K Factor = 8.00 • to 120.0 0.0 0.0 0.0 160 -13.3 -0.0097 0.0 9.660 -0.094 Vel = 2.32 26.12 1.53 0.0 6.500 10.657 K Factor = 8.00 I 160 to 120.0 0.0 0.0 0.0 150 12.82 0.0091 0.0 6.500 0.059 Vel = 2.24 I 150 to 26.18 1.53 120.0 T 9.917 0.0 5.416 9.917 10.716 0.0 K Factor =8.00 39 39.0 0.0712 0.0 15.333 1.092 Vel = 6.81 0.0 I 39.00 11.808 K Factor = 11.35 4D 27.00 1.53 0.0 3.330 11.389 K Factor = 8.00 to 120.0 0.0 0.0 0.0 37 27.0 0.0360 0.0 3.330 0.120 Vel = 4.71 I 0.0 27.00 11.509 K Factor = 7.96 27.08 1.53 0.0 3.330 11.458 K Factor = 8.00 I 80 to 120.0 0.0 0.0 0.0 38 27.08 0.0363 0.0 3.330 0.121 Vel = 4.73 0.0 27.08 11.579 K Factor = 7.96 140 27.35 1.53 0.0 3.330 11.685 K Factor = 8.00 to 120.0 0.0 0.0 0.0 39 27.35 0.0369 0.0 3.330 0.123 Vel = 4.77 I 0.0 27.35 11.808 K Factor = 7.96 -52.70 1.53 2T 19.834 97.416 26.812 I 50 to 120.0 0.0 19.834 0.0 40 -52.7 -0.1243 0.0 117.250 -14.574 Vel = 9.20 0.0 I -52.70 12.238 K Factor = -15.06 51 -51.97 1.53 21 19.834 97.416 26.712 to 120.0 0.0 19.834 0.0 I 41 -51.97 -0.1212 0.0 117.250 -14.208 Vel = 9.07 0.0 -51.97 12.504 K Factor = -14.70 I 52 -51.68 1.53 2T 19.834 97.416 26.668 to 120.0 0.0 19.834 0.0 42 -51.68 -0.1199 0.0 117.250 -14.059 Vel = 9.02 ' 0.0 -51.68 12.609 K Factor = -14.55 1 Computer Programs by Hydratec Inc. Revision: 50.52.1 1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 7 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn I 53 -51.59 1.53 21 19.834 97.416 26.661 to 120.0 0.0 19.834 0.0 43 -51.59 -0.1195 0.0 117.250 -14.013 Vel = 9.00 I 0.0 -51.59 12.648 K Factor =-14.51 54 -51.53 1.53 2T 19.834 97.416 26.653 I to 120.0 0.0 19.834 0.0 44 -51.53 -0.1193 0.0 117.250 -13.983 Vel = 8.99 0.0 12.670 K Factor = -14.48 I -51.53 36 43.35 3.334 0.0 2.660 11.504 to 120.0 0.0 0.0 0.0 43.35 0.0019 0.0 2.660 0.005 Vel = 1.59 I 37 37 42.75 3.334 0.0 10.083 11.509 to 120.0 0.0 0.0 0.0 38 86.1 0.0069 0.0 10.083 0.070 Vel = 3.16 38 78.15 3.334 0.0 10.000 11.579 to 120.0 0.0 0.0 0.0 39 164.25 0.0229 0.0 10.000 0.229 Vel = 6.04 66.35 3.334 0.0 10.000 11.808 I 39 to 120.0 0.0 0.0 0.0 40 230.6 0.0430 0.0 10.000 0.430 Vel = 8.47 -52.69 3.334 0.0 10.000 12.238 I 40 to 120.0 0.0 0.0 0.0 41 177.91 0.0266 0.0 10.000 0.266 Vel = 6.54 I 41 to -51.98 3.334 120.0 0.0 0.0 7.500 0.0 12.504 0.0 42 125.93 0.0140 0.0 7.500 0.105 Vel = 4.63 42 -22.81 3.334 0.0 4.000 12.609 120.0 0.0 0.0 0.0 I to 43 103.12 0.0098 0.0 4.000 0.039 Vel = 3.79 43 -51.59 3.334 0.0 8.416 12.648 120.0 0.0 0.0 0.0 I to 44 51.53 0.0026 0.0 8.416 0.022 Vel = 1.89 0.0 12.670 K Factor = 14.48 I 51.53 45 0.0 4.31 0.0 33416.000 27.598 to 120.0 0.0 0.0 0.0 46 0.0 0.0 0.0 33416.000 0.0 Vel = 0 I 46 66.41 4.31 0.0 6.660 27.598 to 120.0 0.0 0.0 0.0 47 66.41 0.0012 0.0 6.660 0.008 Vel = 1.46 I 47 74.89 4.31 0.0 8.750 27.606 to 120.0 0.0 0.0 0.0 48 141.3 0.0050 0.0 8.750 0.044 Vel = 3.11 0.0 I 141.30 27.650 K Factor = 26.87 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 8 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 54 51.53 4.31 0.0 10.000 26.653 to 120.0 0.0 0.0 0.0 53 51.53 0.0008 0.0 10.000 0.008 Vel = 1.13 I 53 51.59 4.31 0.0 2.416 26.661 to 120.0 0.0 0.0 0.0 52 103.12 0.0029 0.0 2.416 0.007 Vel = 2.27 51.67 4.31 0.0 7.500 26.668 I 52 to 120.0 0.0 0.0 0.0 51 154.79 0.0059 0.0 7.500 0.044 Vel = 3.40 51.98 4.31 0.0 10.000 26.712 I 51 to 120.0 0.0 0.0 0.0 50 206.77 0.0100 0.0 10.000 0.100 Vel = 4.55 50 52.69 4.31 0.0 10.000 26.812 I to 120.0 0.0 0.0 0.0 49 259.46 0.0153 0.0 10.000 0.153 Vel = 5.71 49 66.67 4.31 T 27.874 1.416 26.965 120.0 0.0 27.874 0.0 I to 48 326.13 0.0234 0.0 29.290 0.685 Vel = 7.17 48 141.30 4.31 E 13.937 13.583 27.650 TR4 I t0 120.0 467.43 0.0455 0.0 0.0 13.937 27.520 0.0 1.251 Vel = 10.28 TR4 0.0 4.31 S 30.661 14.166 28.901 to 120.0 B 16.724 47.385 8.414 * Fixed Loss = 3 I BOR 467.43 0.0455 Fsp 0.0 61.551 2.798 Vel = 10.28 0.0 467.43 40.113 KFactor= 73.80 467.43 6.16 4E 80.336 51.250 40.113 I BOR to 140.0 0.0 80.336 0.0 DC1 467.43 0.0060 0.0 131.586 0.791 Vel = 5.03 0.0 6.09 2E 43.166 10.000 40.904 I DC1 to 150.0 0.0 43.166 -2.599 DC2 467.43 0.0056 0.0 53.166 0.297 Vel = 5.15 I DC2 to 0.0 6.09 150.0 Zfa E 0.0 21.583 50.083 135.665 38.602 16.053 * Fixed Loss = 13.454 UG1 467.43 0.0056 2F 21.583 185.748 1.038 Vel = 5.15 2T 92.499 0.0 6.09 T 46.249 195.500 55.693 I UG1 to 150.0 0.0 46.249 0.0 SRC 467.43 0.0056 0.0 241.749 1.351 Vel = 5.15 250.00 Qa= 250.00 I 717.43 57.044 K Factor = 94.99 U I I Computer Programs by Hydratec Inc. Revision: 50.52.1 AL F.~W.L'.' .0 1 - - - Fire Protection by Computer Design Serenity Fire Protection 417 S. Associated Rd. #215 Brea, CA 92821 714-914-1463 Job Name : West Cost Self Storage Building : F1.01 Location : 2405 COUGAR DRIVE, CARLSBAD, CA 92010 System : First Floor Contract Data File : WCSS FIRST FLOOR.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I Serenity Fire Protection i West Cost Self Storage HYDRAULIC CALCULATIONS for I Project name: West Cost Self Storage I Location: 2405 COUGAR DRIVE, CARLSBAD, CA 92010 Drawing no: F1.01 Date: 12-08-2018 I Design Remote area number: First Floor Remote area location: First Floor I Occupancy classification: Ordinary Hazard Group II Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt I Type of sprinklers calculated: V3402 No. of sprinklers calculated: 21 In-rack demand: N/A - GPM ' Hose streams: 250 - GPM Total water required (including hose streams): 835.36 -GPM Type of system: Gridded Volume of dry or preaction system: N/A - Gal I Water supply information Date: Location: I Source: Name of contractor: I Address: Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Page 1 Date 12-08-2018 @ 62.93 -Psi I I I I I 1] I Computer Programs by Hydratec Inc. Revision: 50.52.1 ryCJt111C -- _ _ _ _ _ _ _ _ _ _ _ Serenity Fire Protection Page 2 West Cost Self Storage Date 12-08-2018 City Water Supply: Demand: Cl - Static Pressure : 103 Dl - Elevation : 9.528 C2 - Residual Pressure: 99 D2 - System Flow : 585.364 C2 - Residual Flow : 3125 D2 - System Pressure : 62.936 Hose ( Demand) : 250 D3 - System Demand : 835.364 Safety Margin : 39.716 150 140 130 p120 R0 Cl 2 E10° - to 590 S80 u 70 )2 R6° F5° LD3 40 30 20 10 I I I I I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N 11 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 fll!lgs @W Siar - ___ ___ - ___ ___ ___ - ___ ___ ___ ___ Serenity Fire Protection Page 3 West Cost Self Storage Date 12-08-2018 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfa Febco 826YD Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure I Flow Summary - STANDARD Serenity Fire Protection Page 4 I West Cost Self Storage Date 12-08-2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea 72M 19.0 20.38 na 5BL 19.0 15.19 na I 5C 4C 19.0 19.0 8 8 11.59 11.54 na na 27.24 27.18 0.2 0.2 60 60 7.0 7.0 7C 19.0 8 11.57 na 27.21 0.2 60 7.0 6C 19.0 8 11.5 na 27.13 0.2 60 7.0 4BL 19.0 11.79 na 19.0 20.39 na I 73M bC 19.0 8 13.04 na 28.89 0.2 60 7.0 9C 19.0 8 12.77 na 28.59 0.2 60 7.0 8C 19.0 8 12.85 na 28.68 0.2 60 7.0 19.0 20.42 na I 74M 16C 19.0 8 13.06 na 28.91 0.2 123.67 7.0 15C 19.0 8 12.97 na 28.81 0.2 123.67 7.0 14C 19.0 8 13.06 na 28.91 0.2 60 7.0 19.0 20.48 na I 75M 21C 19.0 8 13.64 na 29.54 0.2 123.67 7.0 20C 19.0 8 13.56 na 29.46 0.2 123.67 7.0 19C 19.0 8 13.67 na 29.58 0.2 60 7.0 I 1C 2C 19.0 19.0 8 8 11.47 11.86 na na 27.09 27.55 0.2 0.2 123.67 123.67 7.0 7.0 3C 19.0 8 12.66 na 28.46 0.2 88.09 7.0 11C 19.0 8 9.56 na 24.73 0.2 123.67 7.0 12C 19.0 8 9.89 na 25.16 0.2 123.67 7.0 19.0 8 10.57 na 26.01 0.2 88.09 7.0 I 13C 17C 19.0 8 12.23 na 27.98 0.2 123.67 7.0 18C 19.0 8 12.46 na 28.24 0.2 88.09 7.0 53M 19.0 15.28 na 19.0 16.27 na I 54M 55M 19.0 17.13 na 56M 19.0 17.87 na 57M 19.0 18.51 na I 58M 59M 19.0 19.0 19.07 19.55 na na 60M 19.0 19.97 na 61M 19.0 20.33 na 62M 19.0 20.64 na 19.0 20.83 na I 63M 64M 19.0 20.95 na 65M 19.0 21.06 na 66M 19.0 21.18 na 19.0 21.27 na I 67M 68M 19.0 21.33 na 69M 19.0 21.35 na 70M 19.0 21.36 na 19.0 21.36 na I 71M 49M 19.0 13.23 na 50M 19.0 13.24 na 51M 19.0 13.48 na 52M 19.0 14.13 na 19.0 20.56 na I 76M 77M 19.0 20.68 na 78M 19.0 20.82 na 79M 19.0 20.99 na 19.0 21.19 na I 80M 81M 19.0 21.42 na 82M 19.0 21.67 na 83M 19.0 21.95 na 19.0 22.25 na I 84M 85M 19.0 22.58 na 86M 19.0 22.85 na 87M 19.0 23.08 na I Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard Serenity Fire Protection West Cost Self Storage Node No. Elevation K-Fact Pt Actual Pn Flow Actual 88M 19.0 23.36 na 95M 19.0 23.64 na 19.0 23.64 na I 94M 93M 19.0 23.64 na 92M 19.0 23.65 na 91M 19.0 23.67 na 19.0 23.69 na 89M I 90M 19.0 23.71 na TOR6 19.0 25.34 na TR2 19.0 27.02 na BOR -3.0 43.66 na -3.0 44.85 na I DC1 DC2 3.0 42.71 na UG1 -3.0 60.89 na SRC -3.0 62.94 na 250.0 Page 5 Date 12-08-2018 Density Area Press The maximum velocity is 14.5 and it occurs in the pipe between nodes 3C and 50M I I I [1 I I I I I I 1 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Serenity Fire Protection Page 6 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn I 72M -66.71 1.53 T 9.917 17.083 20.379 to 120.0 0.0 9.917 0.0 5BL -66.71 -0.1923 0.0 27.000 -5.192 Vel = 11.64 I 5BL 33.98 1.53 0.0 69.833 15.187 to 120.0 0.0 0.0 0.0 5C -32.73 -0.0515 0.0 69.833 -3.596 Vel = 5.71 27.24 1.53 E 4.959 10.000 11.591 K Factor = 8.00 I 5C to 120.0 T 9.917 14.876 0.0 4C -5.49 -0.0019 0.0 24.876 -0.047 Vel = 0.96 27.18 1.53 0.0 10.166 11.544 K Factor = 8.00 I 4C to 120.0 0.0 0.0 0.0 4BL 21.69 0.0240 0.0 10.166 0.244 Vel = 3.79 0.0 I 21.69 11.788 K Factor = 6.32 5BL -33.98 1.53 0.0 65.500 15.187 to 120.0 0.0 0.0 0.0 -33.98 -0.0552 0.0 65.500 -3.617 Vel = 5.93 I 7C 7C 27.21 1.53 T 9.917 9.830 11.570 K Factor = 8.00 to 120.0 E 4.959 14.876 0.0 -6.77 -0.0028 0.0 24.706 -0.069 Vel = 1.18 I 6C 6C 27.13 1.53 1 9.917 3.500 11.501 K Factor = 8.00 to 120.0 0.0 9.917 0.0 4BL 20.36 0.0214 0.0 13.417 0.287 Vel = 3.55 I 4BL 21.69 1.53 T 9.917 7.750 11.788 to 120.0 0.0 9.917 0.0 49M 42.05 0.0819 0.0 17.667 1.447 Vel = 7.34 0.0 I 42.05 13.235 K Factor= 11.56 73M -42.94 1.53 1 9.917 76.416 20.388 120.0 0.0 9.917 0.0 I to 10C -42.94 -0.0851 0.0 86.333 -7.349 Vel = 7.49 10C 28.88 1.53 T 9.917 9.830 13.039 K Factor = 8.00 I to 9C -14.06 120.0 -0.0108 E 4.959 0.0 14.876 24.706 0.0 -0.266 Vel = 2.45 9C 28.60 1.53 0.0 6.750 12.773 K Factor = 8.00 to 120.0 0.0 0.0 0.0 14.54 0.0114 0.0 6.750 0.077 Vel = 2.54 I 8C 8C 28.67 1.53 0.0 4.500 12.850 K Factor = 8.00 to 120.0 0.0 0.0 0.0 50M 43.21 0.0862 0.0 4.500 0.388 Vel = 7.54 I 0.0 43.21 13.238 KFactor= 11.88 -41.70 1.53 T 9.917 76.416 20.419 I 74M to 120.0 E 4.959 14.876 0.0 16C -41.7 -0.0806 0.0 91.292 -7.361 Vel = 7.28 I 16C to 28.90 1.53 120.0 0.0 0.0 9.830 0.0 13.058 0.0 K Factor =8.00 15C -12.8 -0.0091 0.0 9.830 -0.089 Vel = 2.23 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 7 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 15C 28.81 1.53 0.0 6.750 12.969 K Factor =8.00 to 120.0 0.0 0.0 0.0 16.01 0.0136 0.0 6.750 0.092 Vel = 2.79 I 14C 14C 28.92 1.53 0.0 4.500 13.061 K Factor = 8.00 to 120.0 0.0 0.0 0.0 51M 44.93 0.0927 0.0 4.500 0.417 Vel = 7.84 P 0.0 44.93 13.478 K Factor = 12.24 75M -41.30 1.53 1 9.917 76.416 20.476 120.0 0.0 9.917 0.0 I to 21C -41.3 -0.0792 0.0 86.333 -6.838 Vel = 7.21 21 C 29.54 1.53 0.0 9.830 13.638 K Factor = 8.00 I to 20C -11.76 120.0 -0.0077 0.0 0.0 0.0 9.830 0.0 -0.076 Vel = 2.05 20C 29.46 1.53 0.0 6.750 13.562 K Factor =8.00 to 120.0 0.0 0.0 0.0 P 19C 17.7 0.0164 0.0 6.750 0.111 Vel = 3.09 19C 29.58 1.53 0.0 4.500 13.673 K Factor = 8.00 to 120.0 0.0 0.0 0.0 52M 47.28 0.1018 0.0 4.500 0.458 Vel = 8.25 I 0.0 47.28 14.131 KFactor= 12.58 C27.09 1.53 0.0 10.916 11.466 K Factor = 8.00 I i to 120.0 0.0 0.0 0.0 2C 27.09 0.0363 0.0 10.916 0.396 Vel = 4.73 27.55 1.53 0.0 6.000 11.862 K Factor = 8.00 I 2C to 120.0 0.0 0.0 0.0 3C 54.64 0.1330 0.0 6.000 0.798 Vel = 9.53 3C 28.47 1.53 0.0 2.000 12.660 K Factor = 8.00 120.0 0.0 0.0 0.0 I to 50M 83.11 0.2890 0.0 2.000 0.578 Vel = 14.50 0.0 13.238 K Factor = 22.84 P 83.11 11C 24.73 1.53 0.0 10.916 9.559 K Factor = 8.00 to 120.0 0.0 0.0 0.0 24.73 0.0307 0.0 10.916 0.335 Vel = 4.32 I 12C 12C 25.17 1.53 0.0 6.000 9.894 K Factor =8.00 to 120.0 0.0 0.0 0.0 13C 49.9 0.1123 0.0 6.000 0.674 Vel = 8.71 I 13C 26.00 1.53 T 9.917 2.000 10.568 K Factor = 8.00 to 120.0 0.0 9.917 0.0 51M 75.9 0.2442 0.0 11.917 2.910 Vel = 13.24 0.0 I 75.90 13.478 K Factor = 20.67 17C 27.98 1.53 0.0 6.000 12.230 K Factor = 8.00 I to 120.0 0.0 0.0 0.0 18C 27.98 0.0385 0.0 6.000 0.231 Vel = 4.88 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 8 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 18C 28.24 1.53 1 9.917 2.000 12.461 K Factor = 8.00 to 120.0 0.0 9.917 0.0 52M 56.22 0.1401 0.0 11.917 1.670 Vel = 9.81 I 0.0 56.22 14.131 KFactor= 14.96 53M 30.45 1.53 2T 19.834 97.416 15.281 120.0 0.0 19.834 0.0 I to 76M 30.45 0.0451 0.0 117.250 5.283 Vel = 5.31 0.0 20.564 K Factor = 6.71 I 30.45 54M 27.61 1.53 2T 19.834 97.416 16.272 to 120.0 0.0 19.834 0.0 77M 27.61 0.0376 0.0 117.250 4.408 Vel = 4.82 I 0.0 27.61 20.680 K Factor = 6.07 55M 25.10 1.53 21 19.834 97.416 17.128 I to 120.0 0.0 19.834 0.0 78M 25.1 0.0315 0.0 117.250 3.695 Vel = 4.38 0.0 20.823 K Factor = 5.50 I 25.10 56M 22.93 1.53 21 19.834 97.416 17.869 to 120.0 0.0 19.834 0.0 79M 22.93 0.0267 0.0 117.250 3.126 Vel = 4.00 I 0.0 22.93 20.995 K Factor = 5.00 I 57M to 21.11 1.53 120.0 21 19.834 0.0 97.416 19.834 18.511 0.0 80M 21.11 0.0229 0.0 117.250 2.682 Vel = 3.68 0.0 I 21.11 21.193 KFactor= 4.59 58M 19.65 1.53 21 19.834 97.416 19.069 to 120.0 0.0 19.834 0.0 81M 19.65 0.0200 0.0 117.250 2.350 Vel = 3.43 I 0.0 19.65 21.419 K Factor = 4.25 18.58 1.53 2T 19.834 97.416 19.552 I 59M to 120.0 0.0 19.834 0.0 82M 18.58 0.0181 0.0 117.250 2.118 Vel = 3.24 I 18.58 0.0 21.670 K Factor = 3.99 60M 17.90 1.53 21 19.834 97.416 19.971 to 120.0 0.0 19.834 0.0 I 83M 17.9 0.0169 0.0 117.250 1.977 Vel = 3.12 0.0 17.90 21.948 K Factor = 3.82 I 61M 17.63 1.53 21 19.834 97.416 20.330 to 120.0 0.0 19.834 0.0 84M 17.63 0.0164 0.0 117.250 1.922 Vel = 3.08 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 9 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 0.0 17.63 22.252 K Factor = 3.74 17.75 1.53 2T 19.834 97.416 20.636 I 62M to 120.0 0.0 19.834 0.0 85M 17.75 0.0166 0.0 117.250 1.947 Vel = 3.10 0.0 I 17.75 22.583 K Factor = 3.74 63M 18.13 1.53 2T 19.834 97.416 20.827 to 120.0 0.0 19.834 0.0 86M 18.13 0.0173 0.0 117.250 2.025 Vel= 3.16 0.0 18.13 22.852 K Factor = 3.79 18.63 1.53 2T 19.834 97.416 20.948 I 64M to 120.0 0.0 19.834 0.0 87M 18.63 0.0182 0.0 117.250 2.131 Vel = 3.25 0.0 18.63 23.079 K Factor = 3.88 65M 19.43 1.53 2T 19.834 97.416 21.058 to 120.0 0.0 19.834 0.0 88M 19.43 0.0196 0.0 117.250 2.301 Vel = 3.39 I 0.0 19.43 23.359 K Factor = 4.02 20.36 1.53 2T 19.834 97.416 21.182 I 66M to 120.0 0.0 19.834 0.0 90M 20.36 0.0214 0.0 117.250 2.510 Vel = 3.55 0.0 I 20.36 23.692 K Factor = 4.18 67M 19.86 1.53 2T 19.834 97.416 21.270 to 120.0 0.0 19.834 0.0 I 91M 19.86 0.0204 0.0 117.250 2.397 Vel = 3.47 0.0 19.86 23.667 K Factor = 4.08 I 68M 19.53 1.53 2T 19.834 97.416 21.327 to 120.0 0.0 19.834 0.0 92M 19.53 0.0198 0.0 117.250 2.324 Vel = 3.41 0.0 I 19.53 23.651 K Factor = 4.02 69M 19.38 1.53 2T 19.834 97.416 21.352 I to 93M 19.38 120.0 0.0195 0.0 0.0 19.834 117.250 0.0 2.291 Vel = 3.38 0.0 19.38 23.643 K Factor = 3.99 70M 19.35 1.53 2T 19.834 97.416 21.357 to 120.0 0.0 19.834 0.0 94M 19.35 0.0195 0.0 117.250 2.285 Vel = 3.38 ' 0.0 19.35 23.642 K Factor = 3.98 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 10 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt 11C..or Pf/Ft Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes a 71M 19.33 1.53 2T 19.834 97.416 21.361 to 120.0 0.0 19.834 0.0 95M 19.33 0.0194 0.0 117.250 2.280 Vel = 3.37 I 0.0 19.33 23.641 K Factor = 3.98 42.05 3.334 0.0 1.500 13.235 I 49M to 120.0 0.0 0.0 0.0 50M 42.05 0.0020 0.0 1.500 0.003 Vel = 1.55 50M 126.32 3.334 120.0 0.0 0.0 10.000 0.0 13.238 0.0 I to 51M 168.37 0.0240 0.0 10.000 0.240 Vel = 6.19 51M 120.83 3.334 0.0 10.000 13.478 120.0 0.0 0.0 0.0 I to 52M 289.2 0.0653 0.0 10.000 0.653 Vel = 10.63 52M 103.51 3.334 0.0 10.000 14.131 to 53M 392.71 120.0 0.1150 0.0 0.0 0.0 10.000 0.0 1.150 Vel = 14.43 53M -30.45 3.334 0.0 10.000 15.281 to 120.0 0.0 0.0 0.0 362.26 0.0991 0.0 10.000 0.991 Vel = 13.31 I 54M 54M -27.61 3.334 0.0 10.000 16.272 to 120.0 0.0 0.0 0.0 334.65 0.0856 0.0 10.000 0.856 Vel = 12.30 I 55M 55M -25.09 3.334 0.0 10.000 17.128 to 120.0 0.0 0.0 0.0 309.56 0.0741 0.0 10.000 0.741 Vel = 11.38 I 56M 56M -22.93 3.334 0.0 10.000 17.869 to 120.0 0.0 0.0 0.0 57M 286.63 0.0642 0.0 10.000 0.642 Vel = 10.53 I 57M -21.11 3.334 0.0 10.000 18.511 to 120.0 0.0 0.0 0.0 58M 265.52 0.0558 0.0 10.000 0.558 Vel = 9.76 -19.65 3.334 0.0 10.000 19.069 I 58M to 120.0 0.0 0.0 0.0 59M 245.87 0.0483 0.0 10.000 0.483 Vel = 9.04 -18.58 3.334 0.0 10.000 19.552 I 59M to 120.0 0.0 0.0 0.0 60M 227.29 0.0419 0.0 10.000 0.419 Vel = 8.35 60M -17.89 3.334 0.0 10.000 19.971 I to 120.0 0.0 0.0 0.0 61M 209.4 0.0359 0.0 10.000 0.359 Vel = 7.70 61M -17.63 3.334 0.0 10.000 20.330 120.0 0.0 0.0 0.0 I to 62M 191.77 0.0306 0.0 10.000 0.306 Vel = 7.05 62M -17.75 3.334 0.0 7.500 20.636 120.0 0.0 0.0 0.0 I to 63M 174.02 0.0255 0.0 7.500 0.191 Vel = 6.40 63M -18.13 3.334 0.0 5.830 20.827 to 120.0 0.0 0.0 0.0 64M 155.89 0.0208 0.0 5.830 0.121 Vel = 5.73 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 11 West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt "C" or Pf/Ft Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I64M -18.64 3.334 0.0 6.660 20.948 to 120.0 0.0 0.0 0.0 137.25 0.0165 0.0 6.660 0.110 Vel= 5.04 I 65M 65M -19.42 3.334 0.0 10.000 21.058 to 120.0 0.0 0.0 0.0 66M 117.83 0.0124 0.0 10.000 0.124 Vel = 4.33 I 66M -20.37 3.334 0.0 10.000 21.182 to 120.0 0.0 0.0 0.0 67M 97.46 0.0088 0.0 10.000 0.088 Vel = 3.58 -19.86 3.334 0.0 10.000 21.270 I 67M to 120.0 0.0 0.0 0.0 68M 77.6 0.0057 0.0 10.000 0.057 Vel = 2.85 -19.53 3.334 0.0 7.500 21.327 '68M to 120.0 0.0 0.0 0.0 69M 58.07 0.0033 0.0 7.500 0.025 Vel = 2.13 I 69M to -19.39 3.334 120.0 0.0 0.0 3.330 0.0 21.352 0.0 70M 38.68 0.0015 0.0 3.330 0.005 Vel = 1.42 70M -19.35 3.334 0.0 9.166 21.357 to 120.0 0.0 0.0 0.0 'I 71M 19.33 0.0004 0.0 9.166 0.004 Vel = 0.71 0.0 21.361 K Factor = 4.18 I 19.33 72M 66.71 4.31 0.0 7.750 20.379 to 120.0 0.0 0.0 0.0 66.71 0.0012 0.0 7.750 0.009 Vel = 1.47 I 73M 73M 42.94 4.31 0.0 10.000 20.388 to 120.0 0.0 0.0 0.0 74M 109.65 0.0031 0.0 10.000 0.031 Vel = 2.41 I 74M 41.71 4.31 0.0 10.000 20.419 to 120.0 0.0 0.0 0.0 75M 151.36 0.0057 0.0 10.000 0.057 Vel = 3.33 41.30 4.31 0.0 10.000 20.476 I 75M to 120.0 0.0 0.0 0.0 76M 192.66 0.0088 0.0 10.000 0.088 Vel = 4.24 30.44 4.31 0.0 10.000 20.564 I 76M to 120.0 0.0 0.0 0.0 77M 223.1 0.0116 0.0 10.000 0.116 Vel = 4.91 77M 27.61 4.31 0.0 10.000 20.680 I to 120.0 0.0 0.0 0.0 78M 250.71 0.0143 0.0 10.000 0.143 Vel = 5.51 78M 25.10 4.31 0.0 10.000 20.823 120.0 0.0 0.0 0.0 I to 79M 275.81 0.0172 0.0 10.000 0.172 Vel = 6.07 79M 22.93 4.31 0.0 10.000 20.995 120.0 0.0 0.0 0.0 I to 80M 298.74 0.0198 0.0 10.000 0.198 Vel = 6.57 80M 21.10 4.31 0.0 10.000 21.193 to 120.0 0.0 0.0 0.0 I 81M 319.84 0.0226 0.0 10.000 0.226 Vel = 7.03 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 12 IWest Cost Self Storage Date 12-08-2018 Hyd. Oa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn I81M 19.65 4.31 0.0 10.000 21.419 to 120.0 0.0 0.0 0.0 339.49 0.0251 0.0 10.000 0.251 Vel = 7.47 I 82M 82M 18.58 4.31 0.0 10.000 21.670 to 120.0 0.0 0.0 0.0 83M 358.07 0.0278 0.0 10.000 0.278 Vel = 7.87 I 83M 17.90 4.31 0.0 10.000 21.948 to 120.0 0.0 0.0 0.0 84M 375.97 0.0304 0.0 10.000 0.304 Vel = 8.27 17.62 4.31 0.0 10.000 22.252 I 84M to 120.0 0.0 0.0 0.0 85M 393.59 0.0331 0.0 10.000 0.331 Vel = 8.66 17.75 4.31 0.0 7.500 22.583 I 85M to 120.0 0.0 0.0 0.0 86M 411.34 0.0359 0.0 7.500 0.269 Vel = 9.05 86M 18.14 4.31 0.0 5.830 22.852 I to 120.0 0.0 0.0 0.0 87M 429.48 0.0389 0.0 5.830 0.227 Vel = 9.44 87M 18.63 4.31 0.0 6.660 23.079 - to 120.0 0.0 0.0 0.0 88M 448.11 0.0420 0.0 6.660 0.280 Vel = 9.85 88M 19.43 4.31 0.0 7.750 23.359 120.0 0.0 0.0 0.0 I to 89M 467.54 0.0454 0.0 7.750 0.352 Vel = 10.28 0.0 467.54 23.711 K Factor = 96.02 I 95M 19.33 4.31 0.0 9.166 23.641 to 120.0 0.0 0.0 0.0 94M 19.33 0.0001 0.0 9.166 0.001 Vel = 0.43 I 94M 19.35 4.31 0.0 3.330 23.642 to 120.0 0.0 0.0 0.0 93M 38.68 0.0003 0.0 3.330 0.001 Vel = 0.85 19.39 4.31 0.0 7.500 23.643 I 93M to 120.0 0.0 0.0 0.0 92M 58.07 0.0011 0.0 7.500 0.008 Vel = 1.28 I 92M to 19.53 4.31 120.0 0.0 0.0 10.000 0.0 23.651 0.0 91M 77.6 0.0016 0.0 10.000 0.016 Vel = 1.71 91M 19.86 4.31 0.0 10.000 23.667 I to 120.0 0.0 0.0 0.0 90M 97.46 0.0025 0.0 10.000 0.025 Vel = 2.14 90M 20.37 4.31 0.0 5.416 23.692 120.0 0.0 0.0 0.0 I to 89M 117.83 0.0035 0.0 5.416 0.019 Vel = 2.59 89M 467.53 4.31 E 13.937 9.660 23.711 I to TOR6 585.36 120.0 0.0689 0.0 0.0 13.937 23.597 0.0 1.627 Vel = 12.87 TOR6 0.0 4.31 E 13.937 10.500 25.338 to 120.0 0.0 13.937 0.0 TR2 585.36 0.0690 0.0 24.437 1.685 Vel = 12.87 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 13 West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Point Qt 'C' Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes TR2 0.0 4.31 S 30.661 12.166 27.023 to 120.0 B 16.724 47.385 12.528 * Fixed Loss = 3 BOR 585.36 0.0689 Fsp 0.0 59.551 4.106 Vel = 12.87 I 0.0 585.36 43.657 K Factor = 88.59 I BOA to 585.36 6.16 140.0 4E 80.336 0.0 51.250 80.336 43.657 0.0 DC1 585.36 0.0091 0.0 131.586 1.198 Vel = 6.30 DC1 0.0 6.09 2E 43.166 10.000 44.855 150.0 0.0 43.166 -2.599 I to DC2 585.36 0.0085 0.0 53.166 0.451 Vel = 6.45 DC2 0.0 6.09 Zfa 0.0 50.083 42.707 150.0 E 21.583 135.665 16.607 * Fixed Loss = 14.009 I to UG1 585.36 0.0085 2F 21.583 185.748 1.574 Vel = 6.45 2T 92.499 I UG1 to 0.0 6.09 150.0 T 46.249 0.0 195.500 46.249 60.888 0.0 SRC 585.36 0.0085 0.0 241.749 2.048 Vel = 6.45 250.00 Qa = 250.00 835.36 62.936 K Factor = 105.30 I I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I 1 I I - - - Fire Protection by Computer Design Serenity Fire Protection 417 S. Associated Rd. #215 Brea, CA 92821 714-914-1463 I I I i Job Name : West Cost Self Storage Building : F1.02 Location : 2405 COUGAR DRIVE, CARLSBAD, CA 92010 System : Second Floor Contract Data File : WCSS SECOND FLOOR.WXF I I Computer Programs by Hydratec Inc. Revision: 50.52.1 I Serenity Fire Protection Page I' West Cost Self Storage Date 12-08-2018 HYDRAULIC CALCULATIONS for I Project name: West Cost Self Storage ' Location: 2405 COUGAR DRIVE, CARLSBAD, CA 92010 Drawing no: F1.02 Date: 12-08-2018 I Design Remote area number: Second Floor Remote area location: Second Floor I Occupancy classification: Ordinary Hazard Group II Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt I Type of sprinklers calculated: V3402 No. of sprinklers calculated: 27 In-rack demand: N/A - GPM I Hose streams: 250 - GPM Total water required (including hose streams): 923.32 -GPM @ 76.26 -Psi Type of system: Gridded Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: I Source: Name of contractor: I Address: Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) I I I i I I Computer Programs by Hydratec Inc. Revision: 50.52.1 Iftr AWly (1 C Ow —, OW ow -am 40 as : _ *L — — _ low ma Serenity Fire Protection Page 2 West Cost Self Storage Date 12-08-2018 City Water Supply: Demand: Cl - Static Fressure : 103 Dl - Elevation : 14.292 C2 - Residual Pressure: 99 D2 - System Flow : 673.32 C2 - Residual Flow : 3125 D2 - System Pressure : 76.268 Hose ( Demand) : 250 D3 - System Demand : 923.32 Safety Margin : 26.313 150 140 130 p120 R0 CI 2 E100 S90 -----D2 S 80 u 70 - 113 R60 E50 40 30 20 Di_ 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N "1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 gs .d SiarJt -, iii . L*. -- '___ Serenity Fire Protection Page 3 West Cost Self Storage Date 12-08-2018 Fitting Legend Abbrev. Name ½ 3/4 1 1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfa Febco 826YD Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 1 Pressure / Flow Summary - STANDARD Serenity Fire Protection Page 4 ' West Cost Self Storage Date 12-08-2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 25M 30.0 21.64 na 3BL 30.0 19.86 na 2BL 30.0 12.78 na I 7B 30.0 8 10.33 na 25.71 0.2 60 7.0 66 30.0 8 10.0 na 25.3 0.2 60 7.0 1BL 30.0 10.0 na 30.0 8 10.78 na 26.27 0.2 60 7.0 I5B 26M 30.0 21.65 na 5BL 30.0 8 9.53 na 24.69 0.2 60 7.0 9B 30.0 8 9.53 na 24.7 0.2 60 7.0 8B 30.0 9.88 na 30.0 8 8.11 na 22.78 0.2 45.22 7.0 I14B 13B 30.0 8 8.04 na 22.68 0.2 45.22 7.0 12B 30.0 8 8.05 na 22.7 0.2 45.22 7.0 116 30.0 8 8.26 na 23.0 0.2 45.22 7.0 30.0 8 8.88 na 23.84 0.2 45.22 7.0 IlOB 27M 30.0 21.68 na 216 30.0 8 11.44 na 27.06 0.2 88.09 7.0 20B 30.0 8 11.17 na 26.73 0.2 88.09 7.0 30.0 8 11.17 na 26.73 0.2 88.09 7.0 J 19B 18B 30.0 8 11.42 na 27.04 0.2 88.09 7.0 28M 30.0 21.75 na 27B 30.0 8 12.01 na 27.72 0.2 88.09 7.0 26B 30.0 8 11.77 na 27.44 0.2 88.09 7.0 30.0 I256 8 11.77 na 27.45 0.2 88.09 7.0 246 30.0 8 12.09 na 27.82 0.2 88.09 7.0 1 30.0 8 7.0 na 21.17 0.2 88.09 7.0 2B 30.0 8 7.17 na 21.43 0.2 88.09 7.0 30.0 8 7.72 na 22.23 0.2 60 7.0 I3B 4B 30.0 8 8.65 na 23.52 0.2 45.22 7.0 15B 30.0 8 8.44 na 23.24 0.2 88.09 7.0 16B 30.0 8 8.65 na 23.52 0.2 88.09 7.0 30.0 8 9.29 na 24.39 0.2 60 7.0 I17B 226 30.0 8 11.34 na 26.94 0.2 88.09 7.0 236 30.0 8 11.58 na 27.22 0.2 60 7.0 6M 30.0 15.2 na I 7M 30.0 8M 30.0 16.49 17.6 na na 9M 30.0 18.56 na 10M 30.0 19.39 na 11M 30.0 20.11 na 30.0 20.74 na I12M 13M 30.0 21.29 na 14M 30.0 21.69 na 15M 30.0 21.8 na 30.0 22.05 na '16M 17M 30.0 22.36 na 18M 30.0 22.57 na 19M 30.0 22.74 na I 20M 30.0 21M 30.0 22.85 22.93 na na 22M 30.0 22.95 na 23M 30.0 22.97 na 30.0 22.97 na 1M 30.0 I24M 12.28 na 2M 30.0 12.28 na 3M 30.0 12.43 na 4M 30.0 12.81 na 30.0 13.7 na ISM 29M 30.0 21.86 na 30M 30.0 22.01 na 31M 30.0 22.2 na I 11 Computer Programs by Hydratec Inc. Revision: 50.52.1 I Flow Summary - Standard Serenity Fire Protection Page 5 West Cost Self Storage Date 12-08-2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 32M 30.0 22.42 na 33M 30.0 22.68 na 30.0 22.97 na '34M 35M 30.0 23.29 na 36M 30.0 23.65 na 37M 30.0 23.99 na 30.0 24.11 na I 38M 39M 30.0 24.46 na 40M 30.0 25.01 na 41M 30.0 25.55 na 30.0 25.8 na I 48M 47M 30.0 25.8 na 46M 30.0 25.8 na 45M 30.0 25.81 na 44M 30.0 25.83 na 30.0 25.87 na I 43M 42M 30.0 25.89 na TOR5 30.0 29.77 na TR2 11.166 41.01 na -3.0 55.28 na I BOA DC1 -3.0 56.83 na DC2 3.0 54.82 na UG1 -3.0 73.61 na SRC -3.0 76.27 na The maximum velocity is 16.65 and it occurs in the pipe between nodes SM and 6M I E a I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 250.0 Final Calculations - Hazen-Williams - 2007 Serenity Fire Protection Page 6 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. "C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn .1 25M -51.37 1.53 T 9.917 5.083 21.643 to 120.0 0.0 9.917 0.0 -51.37 -0.1186 0.0 15.000 -1.779 Vel = 8.96 I 3BL 3BL 0.0 1.53 0.0 59.750 19.864 to 120.0 0.0 0.0 0.0 21BL -51.37 -0.1186 0.0 59.750 -7.086 Vel = 8.96 2BL 0.0 1.53 E 4.959 5.750 12.778 to 120.0 1 9.917 14.876 0.0 7B -51.37 -0.1186 0.0 20.626 -2.447 Vel = 8.96 25.71 1.53 0.0 10.000 10.331 K Factor =8.00 J 7B to 120.0 0.0 0.0 0.0 6B -25.66 -0.0328 0.0 10.000 -0.328 Vel = 4.48 25.30 1.53 E 4.959 8.416 10.003 K Factor = 8.00 I 6B to 120.0 1 9.917 14.876 0.0 1 BL -0.36 0.0 0.0 23.292 0.0 Vel = 0.06 26.47 1.53 T 9.917 8.083 10.003 I 1BL to 120.0 E 4.959 14.876 0.0 5B 26.11 0.0339 0.0 22.959 0.778 Vel = 4.56 5B 26.27 1.53 1 9.917 2.250 10.781 K Factor = 8.00 120.0 0.0 9.917 0.0 I to 1M 52.38 0.1230 0.0 12.167 1.496 Vel = 9.14 0.0 12.277 K Factor = 14.95 I 52.38 26M -61.66 1.53 1 9.917 63.000 21.648 to 120.0 0.0 9.917 0.0 -61.66 -0.1662 0.0 72.917 -12.121 Vel = 10.76 I 51BL SBL 63.43 1.53 1 9.917 10.166 9.527 K Factor = 8.00 to 120.0 E 4.959 14.876 0.0 9B 1.77 0.0002 0.0 25.042 0.006 Vel = 0.31 I 9B 24.70 1.53 0.0 10.000 9.533 K Factor = 8.00 to 120.0 0.0 0.0 0.0 8B 26.47 0.0348 0.0 10.000 0.348 Vel = 4.62 0.0 1.53 0.0 3.500 9.881 I 8B to 120.0 0.0 0.0 0.0 1BL 26.47 0.0349 0.0 3.500 0.122 Vel = 4.62 I 0.0 26.47 10.003 K Factor = 8.37 5BL -38.74 1.53 T 9.917 5.330 9.527 E 4.959 14.876 0.0 14B I to 120.0 -38.74 -0.0703 0.0 20.206 -1.421 Vel = 6.76 14B 22.78 1.53 0.0 5.000 8.106 K Factor =8.00 to 120.0 0.0 0.0 0.0 -15.96 -0.0136 0.0 5.000 -0.068 Vel = 2.79 I 13B 13B 22.68 1.53 0.0 5.000 8.038 K Factor = 8.00 to 120.0 0.0 0.0 0.0 6.72 0.0028 0.0 5.000 0.014 Vel = 1.17 I 12B 12B 22.70 1.53 0.0 5.000 8.052 K Factor = 8.00 to 120.0 0.0 0.0 0.0 11B 29.42 0.0422 0.0 5.000 0.211 Vel= 5.13 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 7 j West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftngs Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn I ii B23.00 1.53 0.0 5.000 8.263 K Factor = 8.00 to 120.0 0.0 0.0 0.0 52.42 0.1232 0.0 5.000 0.616 Vel = 9.15 I lOB lOB 23.84 1.53 1 9.917 4.500 8.879 K Factor = 8.00 to 120.0 0.0 9.917 0.0 3M 76.26 0.2462 0.0 14.417 3.550 Vel = 13.31 1 0.0 76.26 12.429 KFactor= 21.63 27M -54.37 1.53 T 9.917 67.830 21.681 I to 120.0 0.0 9.917 0.0 21B -54.37 -0.1317 0.0 77.747 -10.238 Vel = 9.49 21 B 27.07 1.53 0.0 7.500 11.443 K Factor = 8.00 120.0 0.0 0.0 0.0 I to 20B -27.3 -0.0369 0.0 7.500 -0.277 Vel = 4.76 20B 26.73 1.53 0.0 7.500 11.166 K Factor =8.00 I to 19B -0.57 120.0 0.0. 0.0 0.0 0.0 7.500 0.0 0.0 Vel = 0.10 19B 26.73 1.53 0.0 7.500 11.166 K Factor =8.00 to 120.0 0.0 0.0 0.0 26.16 0.0340 0.0 7.500 0.255 Vel = 4.57 I 18B 18B 27.04 1.53 T 9.917 1.083 11.421 K Factor = 8.00 to 120.0 0.0 9.917 0.0 4M 53.2 0.1265 0.0 11.000 1.392 Vel = 9.28 I 0.0 53.20 12.813 K Factor = 14.86 -52.93 1.53 T 9.917 67.830 21.749 I 28M to 120.0 0.0 9.917 0.0 27B -52.93 -0.1253 0.0 77.747 -9.743 Vel = 9.24 27B 27.72 1.53 0.0 7.500 12.006 K Factor = 8.00 I to 120.0 0.0 0.0 0.0 26B -25.21 -0.0317 0.0 7.500 -0.238 Vel = 4.40 26B 27.45 1.53 0.0 7.500 11.768 K Factor = 8.00 120.0 0.0 0.0 0.0 I to 25B 2.24 0.0004 0.0 7.500 0.003 Vel = 0.39 25B 27.44 1.53 0.0 7.500 11.771 K Factor = 8.00 120.0 0.0 0.0 0.0 I to 24B 29.68 0.0429 0.0 7.500 0.322 Vel = 5.18 24B 27.83 1.53 T 9.917 1.083 12.093 K Factor = 8.00 SM I to 120.0 57.51 0.1461 0.0 0.0 9.917 11.000 0.0 1.607 Vel = 10.04 0.0 57.51 13.700 K Factor = 15.54 '1 21.17 1.53 0.0 7.583 7.000 K Factor =8.00 to 120.0 0.0 0.0 0.0 2B 21.17 0.0229 0.0 7.583 0.174 Vel = 3.69 2B 21.42 1.53 0.0 6.500 7.174 K Factor = 8.00 1 to 120.0 0.0 0.0 0.0 3B 42.59 0.0838 0.0 6.500 0.545 Vel = 7.43 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 8 West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C' Pt/Ft or Eqv. Ln. Ftng's Total Pe Pv Pt Pn ******* Notes 3B 22.23 1.53 0.0 5.083 7.719 K Factor = 8.00 to 120.0 0.0 0.0 0.0 64.82 0.1824 0.0 5.083 0.927 Vel = 11.31 I 4B 4B 23.52 1.53 T 9.917 1.330 8.646 K Factor = 8.00 to 120.0 0.0 9.917 0.0 2M 88.34 0.3234 0.0 11.247 3.637 Vel = 15.42 I 0.0 88.34 12.283 K Factor = 25.21 15B 23.24 1.53 0.0 7.583 8.438 K Factor =8.00 I to 120.0 0.0 0.0 0.0 16B 23.24 0.0274 0.0 7.583 0.208 Vel = 4.06 16B 23.52 1.53 0.0 6.500 8.646 K Factor = 8.00 120.0 0.0 0.0 0.0 'to 17B 46.76 0.0995 0.0 6.500 0.647 Vel = 8.16 17B 24.39 1.53 T 9.917 6.330 9.293 K Factor = 8.00 120.0 0.0 9.917 0.0 I to 4M 71.15 0.2167 0.0 16.247 3.520 Vel = 12.42 0.0 12.813 KFactor= 19.88 I 71.15 22B 26.94 1.53 0.0 6.500 11.342 K Factor = 8.00 to 120.0 0.0 0.0 0.0 23B 26.94 0.0360 0.0 6.500 0.234 Vel = 4.70 I 23B 27.22 1.53 T 9.917 6.330 11.576 K Factor = 8.00 to 120.0 0.0 9.917 0.0 5M 54.16 0.1307 0.0 16.247 2.124 Vel = 9.45 0.0 I 54.16 13.700 K Factor = 14.63 6M 35.54 1.53 2T 19.834 91.250 15.199 29M I to 120.0 35.54 0.0600 0.0 0.0 19.834 111.084 0.0 6.663 Vel = 6.20 0.0 35.54 21.862 K Factor = 7.60 I 7M 32.12 1.53 2T 19.834 91.250 16.487 to 120.0 0.0 19.834 0.0 30M 32.12 0.0497 0.0 111.084 5.525 Vel = 5.61 0.0 I 32.12 22.012 KFactor= 6.85 8M 29.09 1.53 2T 19.834 91.250 17.598 120.0 0.0 19.834 0.0 I to 31M 29.09 0.0414 0.0 111.084 4.599 Vel = 5.08 0.0 22.197 K Factor = 6.17 I 29.09 9M 26.46 1.53 2T 19.834 91.250 18.558 to 120.0 0.0 19.834 0.0 32M 26.46 0.0348 0.0 111.084 3.861 Vel = 4.62 1 0.0 26.46 22.419 K Factor = 5.59 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 9 West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pt/Ft or Eqv. Ln. Ftng's Total Pe Pv Pt Pn Notes 10M 24.25 1.53 2T 19.834 91.250 19.391 to 120.0 0.0 19.834 0.0 33M 24.25 0.0296 0.0 111.084 3.285 Vel = 4.23 I 0.0 24.25 22.676 K Factor = 5.09 22.47 1.53 2T 19.834 91.250 20.114 I 11M to 120.0 0.0 19.834 0.0 34M 22.47 0.0257 0.0 111.084 2.854 Vel = 3.92 0.0 I 22.47 22.968 K Factor = 4.69 12M 21.15 1.53 2T 19.834 91.250 20.742 to 120.0 0.0 19.834 0.0 35M 21.15 0.0230 0.0 111.084 2.552 Vel = 3.69 I 0.0 21.15 23.294 K Factor = 4.38 20.31 1.53 2T 19.834 91.250 21.286 I 13M to 120.0 0.0 19.834 0.0 36M 20.31 0.0213 0.0 111.084 2.367 Vel = 3.54 I 0.0 20.31 23.653 K Factor = 4.18 14M 20.01 1.53 2T 19.834 91.250 21.688 to 120.0 0.0 19.834 0.0 I 37M 20.01 0.0207 0.0 111.084 2.302 Vel = 3.49 0.0 20.01 23.990 K Factor = 4.09 20.05 1.53 2T 19.834 91.250 21.804 I 15M to 120.0 0.0 19.834 0.0 38M 20.05 0.0208 0.0 111.084 2.310 Vel = 3.50 0.0 I 20.05 24.114 K Factor = 4.08 16M 20.49 1.53 2T 19.834 91.250 22.052 0.0 19.834 0.0 39M I to 120.0 20.49 0.0217 0.0 111.084 2.405 Vel = 3.58 0.0 20.49 24.457 K Factor = 4.14 ,17M 21.61 1.53 2T 19.834 91.250 22.357 to 120.0 0.0 19.834 0.0 40M 21.61 0.0239 0.0 111.084 2.655 Vel = 3.77 0.0 I 21.61 25.012 K Factor = 4.32 18M 23.00 1.53 2T 19.834 91.250 22.574 120.0 0.0 19.834 0.0 I to 41M 23.0 0.0268 0.0 111.084 2.979 Vel = 4.01 0.0 25.553 K Factor = 4.55 I 23.00 19M 23.62 1.53 2T 19.834 91.250 22.736 to 120.0 0.0 19.834 0.0 43M 23.62 0.0282 0.0 111.084 3.130 VeI= 4.12 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 10 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 23.62 25.866 K Factor = 4.64 I 20M to 23.01 1.53 120.0 2T 19.834 0.0 91.250 19.834 22.851 0.0 44M 23.01 0.0268 0.0 111.084 2.982 Vel = 4.02 0.0 I 23.01 25.833 K Factor = 4.53 21M 22.61 1.53 2T 19.834 91.250 22.926 to 120.0 0.0 19.834 0.0 45M 22.61 0.0260 0.0 111.084 2.886 Vel = 3.95 I 0.0 22.61 25.812 K Factor = 4.45 22.45 1.53 2T 19.834 91.250 22.954 I 22M to 120.0 0.0 19.834 0.0 46M 22.45 0.0256 0.0 111.084 2.849 Vel= 3.92 I 0.0 22.45 25.803 K Factor = 4.42 23M 22.38 1.53 2T 19.834 91.250 22.967 to 120.0 0.0 19.834 0.0 I 47M 22.38 0.0255 0.0 111.084 2.833 Vel = 3.91 0.0 22.38 25.800 K Factor = 4.41 22.36 1.53 2T 19.834 91.250 22.971 I 24M to 120.0 0.0 19.834 0.0 48M 22.36 0.0255 0.0 111.084 2.828 Vel = 3.90 0.0 I 22.36 25.799 K Factor = 4.40 1M 52.38 3.334 0.0 2.083 12.277 to 2M 52.38 120.0 0.0029 0.0 0.0 0.0 2.083 0.0 0.006 Vel = 1.92 2M 88.34 3.334 0.0 8.500 12.283 to 120.0 0.0 0.0 0.0 I 3M 140.72 0.0172 0.0 8.500 0.146 Vel = 5.17 3M 76.26 3.334 0.0 10.000 12.429 to 120.0 0.0 0.0 0.0 216.98 0.0384 0.0 10.000 0.384 Vel = 7.97 I 4M 4M 124.35 3.334 0.0 10.000 12.813 to 120.0 0.0 0.0 0.0 341.33 0.0887 0.0 10.000 0.887 Vel = 12.54 I 5M SM 111.66 3.334 0.0 10.000 13.700 to 120.0 0.0 0.0 0.0 6M 452.99 0.1499 0.0 10.000 1.499 Vel = 16.65 I 6M -35.54 3.334 0.0 10.000 15.199 to 120.0 0.0 0.0 0.0 7M 417.45 0.1288 0.0 10.000 1.288 Vel = 15.34 -32.11 3.334 0.0 10.000 16.487 I 7M to 120.0 0.0 0.0 0.0 8M 385.34 0.1111 0.0 10.000 1.111 Vel= 14.16 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 11 IWest Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8M -29.09 3.334 0.0 10.000 17.598 to 120.0 0.0 0.0 0.0 9M 356.25 0.0960 0.0 10.000 0.960 Vel = 13.09 9M -26.46 3.334 0.0 10.000 18.558 to 120.0 0.0 0.0 0.0 10M 329.79 0.0833 0.0 10.000 0.833 Vel = 12.12 I 10M -24.25 3.334 0.0 10.000 19.391 to 120.0 0.0 0.0 0.0 11M 305.54 0.0723 0.0 10.000 0.723 Vel = 11.23 -22.48 3.334 0.0 10.000 20.114 I 11M to 120.0 0.0 0.0 0.0 12M 283.06 0.0628 0.0 10.000 0.628 Vel = 10.40 I 12M to -21.15 3.334 120.0 0.0 0.0 10.000 0.0 20.742 0.0 13M 261.91 0.0544 0.0 10.000 0.544 Vel = 9.63 13M -20.31 3.334 0.0 8.583 21.286 I to 120.0 0.0 0.0 0.0 14M 241.6 0.0468 0.0 8.583 0.402 Vel = 8.88 14M -20.01 3.334 0.0 2.916 21.688 120.0 0.0 0.0 0.0 I to 15M 221.59 0.0398 0.0 2.916 0.116 Vel = 8.14 15M -20.05 3.334 0.0 7.416 21.804 I to 16M 201.54 120.0 0.0334 0.0 0.0 0.0 7.416 0.0 0.248 Vel= 7.41 16M -20.48 3.334 0.0 11.083 22.052 to 120.0 0.0 0.0 0.0 181.06 0.0275 0.0 11.083 0.305 Vel = 6.65 I 17M 17M -21.62 3.334 0.0 10.000 22.357 to 120.0 0.0 0.0 0.0 159.44 0.0217 0.0 10.000 0.217 Vel = 5.86 I 18M 18M -23.00 3.334 0.0 10.000 22.574 to 120.0 0.0 0.0 0.0 136.44 0.0162 0.0 10.000 0.162 Vel = 5.01 I 19M 19M -23.62 3.334 0.0 10.000 22.736 to 120.0 0.0 0.0 0.0 20M 112.82 0.0115 0.0 10.000 0.115 Vel = 4.15 I 20M -23.01 3.334 0.0 10.000 22.851 to 120.0 0.0 0.0 0.0 21M 89.81 0.0075 0.0 10.000 0.075 Vel = 3.30 -22.61 3.334 0.0 6.500 22.926 I 21M to 120.0 0.0 0.0 0.0 22M 67.2 0.0043 0.0 6.500 0.028 Vel = 2.47 -22.45 3.334 0.0 5.916 22.954 I 22M to 120.0 0.0 0.0 0.0 23M 44.75 0.0022 0.0 5.916 0.013 Vel = 1.64 I 23M to -22.39 3.334 120.0 0.0 0.0 7.000 0.0 22.967 0.0 24M 22.36 0.0006 0.0 7.000 0.004 Vel = 0.82 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 12 I, West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 22.36 22.971 K Factor = 4.67 I 25M to 51.37 4.31 120.0 0.0 0.0 7.250 0.0 21.643 0.0 26M 51.37 0.0007 0.0 7.250 0.005 Vet = 1.13 26M 61.66 4.31 0.0 10.000 21.648 I to 120.0 0.0 0.0 0.0 27M 113.03 0.0033 0.0 10.000 0.033 Vet = 2.49 27M 54.37 4.31 0.0 10.000 21.681 120.0 0.0 0.0 0.0 I to 28M 167.4 0.0068 0.0 10.000 0.068 Vet = 3.68 28M 52.93 4.31 0.0 10.000 21.749 120.0 0.0 0.0 0.0 I to 29M 220.33 0.0113 0.0 10.000 0.113 Vet = 4.85 29M 35.54 4.31 0.0 10.000 21.862 to 120.0 0.0 0.0 0.0 I 30M 255.87 0.0150 0.0 10.000 0.150 Vet = 5.63 30M 32.11 4.31 0.0 10.000 22.012 to 120.0 0.0 0.0 0.0 287.98 0.0185 0.0 10.000 0.185 Vet = 6.33 I 31M 31M 29.09 4.31 0.0 10.000 22.197 to 120.0 0.0 0.0 0.0 317.07 0.0222 0.0 10.000 0.222 Vet = 6.97 I 32M 32M 26.46 4.31 0.0 10.000 22.419 to 120.0 0.0 0.0 0.0 33M 343.53 0.0257 0.0 10.000 0.257 Vet = 7.55 I 33M 24.25 4.31 0.0 10.000 22.676 to 120.0 0.0 0.0 0.0 34M 367.78 0.0292 0.0 10.000 0.292 Vet = 8.09 '34M 22.48 4.31 0.0 10.000 22.968 to 120.0 0.0 0.0 0.0 35M 390.26 0.0326 0.0 10.000 0.326 Vet = 8.58 21.15 4.31 0.0 10.000 23.294 I 35M to 120.0 0.0 0.0 0.0 36M 411.41 0.0359 0.0 10.000 0.359 Vet = 9.05 20.31 4.31 0.0 8.583 23.653 I 36M to 120.0 0.0 0.0 0.0 37M 431.72 0.0393 0.0 8.583 0.337 Vet = 9.49 37M 20.01 4.31 0.0 2.916 23.990 I to 120.0 0.0 0.0 0.0 38M 451.73 0.0425 0.0 2.916 0.124 Vet = 9.93 38M 20.05 4.31 0.0 7.416 24.114 120.0 0.0 0.0 0.0 I to 39M 471.78 0.0463 0.0 7.416 0.343 Vet = 10.37 39M 20.48 4.31 0.0 11.083 24.457 I to 40M 492.26 120.0 0.0501 0.0 0.0 0.0 11.083 0.0 0.555 Vet = 10.83 40M 21.62 4.31 0.0 10.000 25.012 to 120.0 0.0 0.0 0.0 41M 513.88 0.0541 0.0 10.000 0.541 Vet = 11.30 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 13 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf P 41M 23.00 4.31 0.0 5.660 25.553 to 120.0 0.0 0.0 0.0 536.88 0.0588 0.0 5.660 0.333 Vel = 11.81 42M 0.0 536.88 25.886 K Factor = 105.52 48M 22.36 4.31 0.0 7.000 25.799 to 120.0 0.0 0.0 0.0 47M 22.36 0.0001 0.0 7.000 0.001 Vel = 0.49 47M 22.39 4.31 0.0 5.916 25.800 120.0 0.0 0.0 0.0 I to 46M 44.75 0.0005 0.0 5.916 0.003 Vel = 0.98 46M 22.45 4.31 0.0 6.583 25.803 120.0 0.0 0.0 0.0 I to 45M 67.2 0.0014 0.0 6.583 0.009 Vel = 1.48 45M 22.61 4.31 0.0 10.000 25.812 to 120.0 0.0 0.0 0.0 44M 89.81 0.0021 0.0 10.000 0.021 Vel = 1.97 44M 23.01 4.31 0.0 10.000 25.833 to 120.0 0.0 0.0 0.0 43M 112.82 0.0033 0.0 10.000 0.033 Vel = 2.48 43M 23.62 4.31 0.0 4.330 25.866 to 120.0 0.0 0.0 0.0 136.44 0.0046 0.0 4.330 0.020 Vel = 3.00 42M 42M 536.88 4.31 1 27.874 15.660 25.886 to 120.0 0.0 27.874 0.0 TOR5 673.32 0.0893 0.0 43.534 3.888 Vel = 14.81 TOR5 0.0 4.31 E 13.937 20.500 29.774 to 120.0 0.0 13.937 8.157 TR2 673.32 0.0894 0.0 34.437 3.077 Vel = 14.81 TR2 0.0 4.31 S 30.661 10.116 41.008 to 120.0 B 16.724 47.385 9.135 * Fixed Loss = 3 BOR 673.32 0.0893 Fsp 0.0 57.501 5.136 Vel = 14.81 0.0 673.32 55.279 K Factor = 90.56 BOR 673.32 6.16 4E 80.336 51.250 55.279 I to DC1 673.32 140.0 0.0118 0.0 0.0 80.336 131.586 0.0 1.552 Vel = 7.25 DC1 0.0 6.09 2E 43.166 10.000 56.831 to 150.0 0.0 43.166 -2.599 673.32 0.0110 0.0 53.166 0.584 Vel = 7.42 DC2 DC2 0.0 6.09 Zfa 0.0 50.083 54.816 to 150.0 E 21.583 135.665 16.759 * Fixed Loss = 14.16 673.32 0.0110 2F 21.583 185.748 2.039 Vel = 7.42 UG1 2T 92.499 UG1 0.0 6.09 T 46.249 195.500 73.614 150.0 0.0 46.249 0.0 I to SRC 673.32 0.0110 0.0 241.749 2.654 Vel = 7.42 250.00 Qa = 250.00 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 14 I West Cost Self Storage Date 12-08-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 923.32 76.268 K Factor = 105.73 El I I I I I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design Serenity Fire Protection 417 S. Associated Rd. #215 Brea, CA 92821 714-914-1463 Job Name : West Cost Self Storage Building : F1.03 Location : 2405 COUGAR DRIVE, CARLSBAD, CA 92010 System : Thrid Floor Contract Data File : WCSS.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I 1 I I I I I I I I I I I I I I I I Serenity Fire Protection Page 1 West Cost Self Storage Date 12-09-2018 HYDRAULIC CALCULATIONS for Project name: West Cost Self Storage ' Location: 2405 COUGAR DRIVE, CARLSBAD, CA 92010 Drawing no: F1.03 Date: 12-09-2018 I Design Remote area number: Thrid Floor Remote area location: Thrid Floor I Occupancy classification: Ordinary Hazard Group II Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt I Type of sprinklers calculated: V3402 No. of sprinklers calculated: 27 In-rack demand: N/A - GPM I Hose streams: 250-GPM Total water required (including hose streams): 899.27 - GPM Type of system: Gridded Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: Source: Name of contractor: Address: Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 86.273 -Psi LI I I I I I I Computer Programs by Hydratec Inc. Revision: 50.52.1 City Water Supply: Cl - Static Pressure : 103 C2 - Residual Pressure: 99 C2 - Residual Flow : 3125 Demand: Dl - Elevation : 19.490 D2 - System Flow : 649.273 D2 - System Pressure : 86.483 Hose ( Demand) : 250 D3 - System Demand : 899.273 Safety Margin : 16.118 vatr Sy CYR C - - - F - . TT M IL Serenity Fire Protection Page 2 West Cost Self Storage Date 12-09-2018 150 140 130 P 120 R 110 E 100 90 S 80 u 70 R 60 E 50 40 30 20 Dl 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 ligs i SLmrrIarT - - 1T _ - - t..... - - - - Serenity Fire Protection Page 3 West Cost Self Storage Date 12-09-2018 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfa Febco 826YD Fitting generates a Fixed Loss Based on Flow Unit 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. Revision: 50.52.1 Pressure / Flow Summary - STANDARD Serenity Fire Protection Page 4 I West Cost Self Storage Date 12-09-2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 21A 42.0 22.58 na 21B 42.0 22.58 na 42.0 15.16 na I is F 42.0 8 13.07 na 28.92 0.2 86 7.0 E 42.0 8 11.73 na 27.4 0.2 86 7.0 D 42.0 8 10.95 na 26.48 0.2 59.37 7.0 I C42.0 22 42.0 8 10.95 22.6 na na 26.48 0.2 59.37 7.0 L 42.0 8 9.86 na 25.11 0.2 88.09 7.0 K 42.0 8 9.5 na 24.66 0.2 88.09 7.0 J 42.0 8 9.48 na 24.64 0.2 60 7.0 8 9.59 na 24.77 0.2 45.22 7.0 I I42.0 H 42.0 8 10.01 na 25.31 0.2 45.22 7.0 C 42.0 8 11.01 na 26.55 0.2 45.22 7.0 A 42.0 8 9.56 na 24.73 0.2 123.67 7.0 42.0 8 9.81 na 25.06 0.2 60 7.0 I B 23 42.0 22.65 na 5 42.0 8 10.45 na 25.87 0.2 88.09 7.0 R 42.0 8 10.14 na 25.48 0.2 88.09 7.0 8 10.14 na 25.47 0.2 60 7.0 I 42.0 P 42.0 8 10.31 na 25.68 0.2 88.09 7.0 0 42.0 8 11.09 na 26.64 0.2 88.09 7.0 M 42.0 8 9.77 na 25.0 0.2 60 7.0 N 42.0 8 10.03 na 25.33 0.2 123.67 7.0 I 24 42.0 22.74 na V 42.0 8 10.91 na 26.42 0.2 88.09 7.0 X 42.0 8 10.62 na 26.07 0.2 88.09 7.0 W 42.0 8 10.62 na 26.07 0.2 60 7.0 8 10.83 na 26.33 0.2 88.09 7.0 I v 42.0 U 42.0 8 11.71 na 27.38 0.2 88.09 7.0 T 42.0 8 11.76 na 27.44 0.2 60 7.0 5 42.0 13.46 na 42.0 14.45 na 7 I 6 42.0 15.25 na 8 42.0 15.9 na 9 42.0 16.41 na I 10 11 42.0 42.0 16.79 17.07 na na 12 42.0 17.26 na 13 42.0 17.34 na 14 42.0 17.35 na 42.0 17.36 na I 15 1 42.0 11.35 na 2 42.0 11.35 na 3 42.0 11.6 na 42.0 12.27 na I 4 25 42.0 22.88 na 26 42.0 23.06 na 27 42.0 23.3 na I 28 29 42.0 42.0 23.58 23.91 na na 30 42.0 24.31 na 31 42.0 24.76 na 32 42.0 25.28 na 42.0 25.67 na I 33 34 42.0 25.9 na 35 42.0 26.56 na TOR4 42.0 29.41 na 42.0 31.64 na I TOR3 TOR2 19.166 44.53 na TORi 19.166 46.25 na TOR 9.166 53.07 na r j I Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary -Standard Serenity Fire Protection Page 5 West Cost Self Storage Date 12-09-2018 Node Elevation K-Fact Pt Pn Flow Density Area Press I No. Actual Actual Req. BOR -3.0 65.98 na DC1 -3.0 67.43 na 3.0 65.38 na I DC2 UG1 -3.0 84.0 na SRC -3.0 86.48 na 250.0 I The maximum velocity is 16.54 and it occurs in the pipe between nodes G and 2 Eli I I I I I I I I I I El Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Serenity Fire Protection Page 6 West Cost Self Storage Date 12-09-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt 'C" Pf/Ft or Eqv. Ln. Ftng's Total Pe Pv Pf Pn ******* Notes I 21A -37.79 1.53 3E 14.876 85.582 22.579 to 120.0 T 9.917 24.793 0.0 s -37.79 -0.0672 0.0 110.375 -7.416 VeI= 6.59 I 0.0 -37.79 . 15.163 K Factor = -9.70 21B -45.94 1.53 0.0 76.916 22.582 I to 120.0 0.0 0.0 0.0 is -45.94 -0.0965 0.0 76.916 -7.419 Vel = 8.02 is -37.79 1.53 0.0 7.166 15.163 120.0 0.0 0.0 0.0 I to F -83.73 -0.2928 0.0 7.166 -2.098 Vel = 14.61 F 28.92 1.53 0.0 10.000 13.065 K Factor = 8.00 120.0 0.0 0.0 0.0 I to E -54.81 -0.1337 0.0 10.000 -1.337 Vel = 9.56 E 27.39 1.53 2E 9.917 10.916 11.728 K Factor = 8.00 120.0 0.0 9.917 0.0 I to D-27.42 -0.0371 0.0 20.833 -0.773 Vel = 4.78 D 26.48 1.53 0.0 7.583 10.955 K Factor = 8.00 to 120.0 0.0 0.0 0.0 -0.0001 0.0 7.583 -0.001 Vel = 0.16 I C-0.94 C 26.48 1.53 T 9.917 2.166 10.954 K Factor =8.00 to 120.0 0.0 9.917 0.0 i25.54 0.0326 0.0 12.083 0.394 Vel = 4.46 I 0.0 25.54 11 .348 K Factor = 7.58 U 22 to -56.25 1.53 120.0 T 9.917 0.0 80.916 9.917 22.597 0.0 L -56.25 -0.1403 0.0 90.833 -12.742 Vel = 9.82 L 25.11 1.53 0.0 7.583 9.855 K Factor = 8.00 'to 120.0 0.0 0.0 0.0 K -31.14 -0.0469 0.0 7.583 -0.356 Vel = 5.43 K 24.66 1.53 0.0 5.500 9.499 K Factor = 8.00 120.0 0.0 0.0 0.0 'to J -6.48 -0.0025 0.0 5.500 -0.014 Vel = 1.13 J 24.64 1.53 0.0 5.830 9.485 K Factor = 8.00 120.0 0.0 0.0 0.0 I to I 18.16 0.0173 0.0 5.830 0.101 Vel = 3.17 I 24.76 1.53 0.0 5.000 9.586 K Factor = 8.00 to 120.0 0.0 0.0 0.0 I H 42.92 0.0850 0.0 5.000 0.425 Vel = 7.49 H 25.32 1.53 0.0 5.000 10.011 K Factor = 8.00 to 120.0 0.0 0.0 0.0 68.24 0.2004 0.0 5.000 1.002 Vel = 11.91 I G G 26.54 1.53 0.0 0.916 11.013 K Factor = 8.00 to 120.0 0.0 0.0 0.0 2 94.78 0.3690 0.0 0.916 0.338 Vel = 16.54 I 0.0 94.78 11.351 K Factor = 28.13 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 7 West Cost Self Storage Date 12-09-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pf Pn ******* Notes A 24.73 1.53 0.0 8.250 9.559 K Factor = 8.00 to 120.0 0.0 0.0 0.0 24.73 0.0307 0.0 8.250 0.253 Vel = 4.32 I B B 25.06 1.53 1 9.917 3.830 9.812 K Factor =8.00 to 120.0 0.0 9.917 0.0 2 49.79 0.1120 0.0 13.747 1.539 Vel = 8.69 I 0.0 49.79 11.351 K Factor = 14.78 23 -54.92 1.53 T 9.917 80.916 22.645 120.0 0.0 9.917 0.0 I to S -54.92 -0.1342 0.0 90.833 -12.190 Vel = 9.58 S 25.86 1.53 0.0 7.583 10.455 K Factor = 8.00 120.0 0.0 0.0 0.0 I to R -29.06 -0.0413 0.0 7.583 -0.313 Vel = 5.07 R 25.48 1.53 0.0 5.500 10.142 K Factor =8.00 I to Q -3.58 120.0 -0.0009 0.0 0.0 0.0 5.500 0.0 -0.005 Vel = 0.62 Q 25.47 1.53 0.0 7.000 10.137 K Factor = 8.00 to 120.0 0.0 0.0 0.0 21.89 0.0244 0.0 7.000 0.171 Vel = 3.82 I P P 25.68 1.53 0.0 7.583 10.308 K Factor = 8.00 to 120.0 0.0 0.0 0.0 47.57 0.1029 0.0 7.583 0.780 Vel = 8.30 I o o 26.64 1.53 0.0 2.166 11.088 K Factor = 8.00 to 120.0 0.0 0.0 0.0 74.21 0.2345 0.0 2.166 0.508 Vel = 12.95 I 0.0 74.21 11.596 KFactor= 21.79 M 25.00 1.53 0.0 8.250 9.768 K Factor = 8.00 'to 120.0 0.0 0.0 0.0 N 25.0 0.0313 0.0 8.250 0.258 Vel = 4.36 N 25.33 1.53 T 9.917 3.830 10.026 K Factor =8.00 120.0 0.0 9.917 0.0 I to 3 50.33 0.1142 0.0 13.747 1.570 Vel = 8.78 0.0 11.596 KFactor= 14.78 I 50.33 24 -54.04 1.53 T 9.917 80.916 22.736 to 120.0 0.0 9.917 0.0 V -54.04 -0.1303 0.0 90.833 -11.831 Vel = 9.43 I y 26.42 1.53 0.0 7.583 10.905 K Factor = 8.00 to 120.0 0.0 0.0 0.0 X -27.62 -0.0376 0.0 7.583 -0.285 Vel = 4.82 I x 26.07 1.53 0.0 5.500 10.620 K Factor = 8.00 to 120.0 0.0 0.0 0.0 W -1.55 -0.0002 0.0 5.500 -0.001 Vel = 0.27 26.07 1.53 0.0 7.000 10.619 K Factor =8.00 I w to 120.0 0.0 0.0 0.0 V 24.52 0.0301 0.0 7.000 0.211 Vel = 4.28 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 8 West Cost Self Storage Date 12-09-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. Point Qt "C" Pf/Ft or Eqv. Ln. Ftngs Total Pe Pv Pt Pn ******* Notes V 26.32 1.53 0.0 7.583 10.830 K Factor = 8.00 to 120.0 0.0 0.0 0.0 50.84 0.1163 0.0 7.583 0.882 Vel = 8.87 I u U 27.38 1.53 0.0 2.166 11.712 K Factor =8.00 to 120.0 0.0 0.0 0.0 4 78.22 0.2585 0.0 2.166 0.560 Vel = 13.65 I 0.0 78.22 12.272 K Factor = 22.33 T 27.44 1.53 1 9.917 3.830 11.761 K Factor =8.00 I to 120.0 0.0 9.917 0.0 4 27.44 0.0372 0.0 13.747 0.511 Vel = 4.79 0.0 12.272 K Factor = 7.83 I 27.44 5 39.25 1.53 2T 19.834 110.750 13.464 to 120.0 0.0 19.834 0.0 25 39.25 0.0721 0.0 130.584 9.413 Vel = 6.85 I 0.0 39.25 22.877 K Factor = 8.21 37.42 1.53 2T 19.834 110.750 14.448 I 6 to 120.0 0.0 19.834 0.0 26 37.42 0.0660 0.0 130.584 8.615 Vel = 6.53 0.0 23.063 K Factor = 7.79 I 37.42 7 36.05 1.53 2T 19.834 110.750 15.253 to 120.0 0.0 19.834 0.0 27 36.05 0.0616 0.0 130.584 8.043 Vel = 6.29 I 0.0 36.05 23.296 K Factor = 7.47 35.16 1.53 2T 19.834 110.750 15.899 I 8 to 120.0 0.0 19.834 0.0 28 35.16 0.0588 0.0 130.584 7.680 Vel = 6.14 0.0 I 35.16 23.579 K Factor = 7.24 9 34.73 1.53 2T 19.834 110.750 16.407 to 120.0 0.0 19.834 0.0 29 34.73 0.0575 0.0 130.584 7.508 Vel = 6.06 I 0.0 34.73 23.915 K Factor = 7.10 34.75 1.53 2T 19.834 110.750 16.794 I 10 to 120.0 0.0 19.834 0.0 30 34.75 0.0575 0.0 130.584 7.513 Vel = 6.06 0.0 I 34.75 24.307 K Factor = 7.05 11 35.18 1.53 2T 19.834 110.750 17.074 to 120.0 0.0 19.834 0.0 31 35.18 0.0589 0.0 130.584 7.686 Vel = 6.14 0.0 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 9 West Cost Self Storage Date 12-09-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn 35.18 24.760 K Factor = 7.07 12 35.99 1.53 21 19.834 110.750 17.262 120.0 0.0 19.834 0.0 I to 32 35.99 0.0614 0.0 130.584 8.016 Vel = 6.28 0.0 25.278 K Factor = 7.16 I 35.99 13 36.74 1.53 2T 19.834 110.750 17.335 to 120.0 0.0 19.834 0.0 33 36.74 0.0638 0.0 130.584 8.330 Vel = 6.41 I 0.0 36.74 25.665 K Factor = 7.25 14 37.25 1.53 2T 19.834 110.750 17.355 120.0 0.0 19.834 0.0 I to 34 37.25 0.0654 0.0 130.584 8.543 Vel = 6.50 0.0 25.898 K Factor = 7.32 I 37.25 15 37.80 1.53 21 19.834 117.000 17.359 to 120.0 0.0 19.834 0.0 35 37.8 0.0672 0.0 136.834 9.199 Vel = 6.60 1 0.0 37.80 26.558 K Factor = 7.33 1 25.54 3.334 0.0 4.500 11.348 I to 120.0 0.0 0.0 0.0 2 25.54 0.0007 0.0 4.500 0.003 Vel = 0.94 2 144.58 3.334 0.0 10.000 11.351 120.0 0.0 0.0 0.0 I to 3 170.12 0.0245 0.0 10.000 0.245 Vel = 6.25 3 124.54 3.334 0.0 10.000 11.596 I to 4 294.66 120.0 0.0676 0.0 0.0 0.0 10.000 0.0 0.676 Vel = 10.83 4 105.66 3.334 0.0 10.000 12.272 to 120.0 0.0 0.0 0.0 I 5 400.32 0.1192 0.0 10.000 1.192 Vel = 14.71 5 -39.25 3.334 0.0 10.000 13.464 to 120.0 0.0 0.0 0.0 361.07 0.0984 0.0 10.000 0.984 Vel = 13.27 I 6 6 -37.42 3.334 0.0 10.000 14.448 to 120.0 0.0 0.0 0.0 323.65 0.0805 0.0 10.000 0.805 Vel = 11.89 I 7 7 -36.05 3.334 0.0 10.000 15.253 to 120.0 0.0 0.0 0.0 8 287.6 0.0646 0.0 10.000 0.646 Vel = 10.57 8 -35.16 3.334 0.0 10.000 15.899 to 120.0 0.0 0.0 0.0 9 252.44 0.0508 0.0 10.000 0.508 Vel = 9.28 I -34.74 3.334 0.0 10.000 16.407 to 120.0 0.0 0.0 0.0 10 217.7 0.0387 0.0 10.000 0.387 Vel = 8.00 I Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 10 I West Cost Self Storage Date 12-09-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 10 -34.74 3.334 0.0 10.000 16.794 to 120.0 0.0 0.0 0.0 182,96 0.0280 0.0 10.000 0.280 Vel = 6.72 I 11 11 -35.18 3.334 0.0 10.000 17.074 to 120.0 0.0 0.0 0.0 12 147.78 0.0188 0.0 10.000 0.188 Vel = 5.43 I 12 -35.99 3.334 0.0 6.500 17.262 to 120.0 0.0 0.0 0.0 13 111.79 0.0112 0.0 6.500 0.073 VeI= 4.11 -36.74 3.334 0.0 3.583 17.335 I 13 to 120.0 0.0 0.0 0.0 14 75.05 0.0056 0.0 3.583 0.020 Vel = 2.76 -37.25 3.334 0.0 2.660 17.355 I 14 to 120.0 0.0 0.0 0.0 15 37.8 0.0015 0.0 2.660 0.004 Vel = 1.39 0.0 I 37.80 17.359 K Factor = 9.07 21A 37.79 4.31 0.0 8.660 22.579 to 120.0 0.0 0.0 0.0 37.79 0.0003 0.0 8.660 0.003 Vel = 0.83 I 21B 21B 45.94 4.31 0.0 7.500 22.582 to 120.0 0.0 0.0 0.0 83.73 0.0020 0.0 7.500 0.015 Vel = 1.84 I 22 22 56.25 4.31 0.0 10.000 22.597 to 120.0 0.0 0.0 0.0 23 139.98 0.0048 0.0 10.000 0.048 Vel = 3.08 23 54.93 4.31 0.0 10.000 22.645 to 120.0 0.0 0.0 0.0 24 194.91 0.0091 0.0 10.000 0.091 Vel = 4.29 I 24 54.04 4.31 0.0 10.000 22.736 to 120.0 0.0 0.0 0.0 25 248.95 0.0141 0.0 10.000 0.141 Vel = 5.47 39.25 4.31 0.0 10.000 22.877 I 25 to 120.0 0.0 0.0 0.0 26 288.2 0.0186 0.0 10.000 0.186 Vel = 6.34 I 26 to 37.42 4.31 120.0 0.0 0.0 10.000 0.0 23.063 0.0 27 325.62 0.0233 0.0 10.000 0.233 Vel = 7.16 27 36.05 4.31 0.0 10.000 23.296 I to 120.0 0.0 0.0 0.0 28 361.67 0.0283 0.0 10.000 0.283 Vel = 7.95 28 35.16 4.31 0.0 10.000 23.579 120.0 0.0 0.0 0.0 I to 29 396.83 0.0336 0.0 10.000 0.336 Vel = 8.73 29 34.74 4.31 0.0 10.000 23.915 120.0 0.0 0.0 0.0 I to 30 431.57 0.0392 0.0 10.000 0.392 Vel = 9.49 30 34.75 4.31 0.0 10.000 24.307 to 120.0 0.0 0.0 0.0 I 31 466.32 0.0453 0.0 10.000 0.453 Vel = 10.25 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Serenity Fire Protection Page 11 I West Cost Self Storage Date 12-09-2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 31 35.18 4.31 0.0 10.000 24.760 to 120.0 0.0 0.0 0.0 501.5 0.0518 0.0 10.000 0.518 Vel = 11.03 I 32 32 35.98 4.31 0.0 6.583 25.278 to 120.0 0.0 0.0 0.0 33 537.48 0.0588 0.0 6.583 0.387 Vel = 11.82 I 33 36.74 4.31 0.0 3.500 25.665 to 120.0 0.0 0.0 0.0 34 574.22 0.0666 0.0 3.500 0.233 Vel = 12.63 37.25 4.31 0.0 8.830 25.898 I 34 to 120.0 0.0 0.0 0.0 35 611.47 0.0747 0.0 8.830 0.660 Vel = 13.45 37.80 4.31 2E 27.874 6.330 26.558 I 35 to 120.0 0.0 27.874 0.0 TOR4 649.27 0.0835 0.0 34.204 2.857 Vel = 14.28 TOR4 0.0 4.31 E 13.937 12.750 29.415 I to 120.0 0.0 13.937 0.0 TOR3 649.27 0.0835 0.0 26.687 2.228 Vel = 14.28 TOR3 0.0 4.31 F 13.937 22.000 31.643 120.0 0.0 13.937 9.889 I to TOR2 649.27 0.0835 0.0 35.937 3.002 Vel = 14.28 TOR2 0.0 4.31 0.0 20.500 44.534 I to TORi 649.27 120.0 0.0835 0.0 0.0 0.0 20.500 0.0 1.712 Vel = 14.28 TORi 0.0 4.31 2E 27.874 2.000 46.246 to 120.0 0.0 27.874 4.331 I TOR 649.27 0.0835 0.0 29.874 2.494 Vel = 14.28 TOR 0.0 4.31 S 30.661 8.166 53.071 to 120.0 B 16.724 47.385 8.269 * Fixed Loss = 3 BOA 649.27 0.0835 Fsp 0.0 55.551 4.640 Vel = 14.28 I 0.0 649.27 65.980 K Factor = 79.93 649.27 6.16 4E 80.336 51.250 65.980 I BOR to 140.0 0.0 80.336 0.0 DC1 649.27 0.0110 0.0 131.586 1.451 Vel = 6.99 I DC1 to 0.0 6.09 150.0 2E 43.166 0.0 10.000 43.166 67.431 -2.599 DC2 649.27 0.0103 0.0 53.166 0.546 Vel = 7.15 DC2 0.0 6.09 Zfa 0.0 50.083 65.378 150.0 E 21.583 135.665 16.718 * Fixed Loss = 14.119 I to UG1 649.27 0.0103 2F 21.583 185.748 1.906 Vel= 7.15 2T 92.499 0.0 6.09 1 46.249 195.500 84.002 I UG1 to 150.0 0.0 46.249 0.0 SAC 649.27 0.0103 0.0 241.749 2.481 Vel = 7.15 250.00 Qa= 250.00 I 899.27 86.483 K Factor = 96.70 I Computer Programs by Hydratec Inc. Revision: 50.52.1 -xA -VO) 9~ CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR A BOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be tilled out and signed by both representatives. Copies shall be prepared for apprerang authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. - PROPERTY NAME V3i Cz,A 1 Date // &S b I PLANS ACCEPTED BY APPROVING AUTHOR1YS) NAMES t>ee uwr ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS YES 0 NO EQUIPMENT USED IS APPROVED LxJ YES 0 NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION IM YES 0 NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: SYSTEM COMPONENTS INSTRUCTIONS I1's 0 NO CARE AND MAINTENANCE INSTRUCTIONS IYES 0 NO NFPA25 @'YES 0 NO LOCATION OF SYSTEM SUPPLIES BUILDING: SPRINKLERS MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING N \YANO _____ _____ 'J \J:'_ 'ç PIPE AND FITTINGS Type of Pipe: Lightwall Type of Frthng'Ttr'12 and MAXIMUM TIME TO OPERATE ALARM DEVICE THRU TEST CONNECTION ALARM VALVE TYPE MAKE MODEL MIN. SEC. INDICATOR DRY PIPE OPE TEST RATING DRY VALVE Q.O.D. MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST CONNECTION WATER PRESS AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET* ALARM OPERATED PROPERLY MIN. SEC PSI PSI MIN. I SEC. YES NO ! Ir I'flJ, cArLnhIM. "MEASURED FROM TIME INSPECTOR'S TEST CONNECTION OPENED. (OVER) NO DOES VALVE OPERATE FROM THE MMqUALIRIPANDIOR REMOTE CONTROL STATIONS 0 YES 0 NO - - IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT ING IF NO, EXPLAIN PRErlo DELUGE & 0 YES 0 NC VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT- E MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RELEASE YES NO YES NO RIM., SEC. 0 0 0 D HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 TEST psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be DESCRIPTION stopped PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR _2_ HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED 0 YES f 'NO EQUIPMENT OPERATES PROPERLY ES 0 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? TESTS IYES 0 NO DRAIN I READING OF GAGE LOATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TEST TEST CONNECTION: t %.LJ PSI I CONNECTION OPEN WIDE kD2... PSI UNDERGROUND MAIN AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING VERIFIED BY COPY OF THE U FORM NO. 858 t'ES 0 NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- / GROUND SPRINKLER PIPING I'YES 0 NO BLANK NUMBER USED LOCATIONS: NUMBER REMOVED TESTING GASKETS WELDED PIPING YES 0 NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? YES 0 NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-37. 0 YES 0 NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? YES 0 NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? YES 0 NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN: DATA NAMEPLATE YES 0 NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR: TESTS WITNESSED BY SIGNATURES lirLr&V.cft4lr_,/V*V. hiz..,. ADDITIONAL EXPLANATION AND NOTES (BACK)