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2426 TOWN GARDEN RD; BLDG 14; FPC2018-0118; Permit
PER]tT REPORT Fi:reiae:r1 ME, iIt Print Date: 09/27/2022 Job Address: 2426 TOWN GARDEN RD, CALRSBAD, CA 92009 Permit Type: FIRE-Construction Commercial Work Class Parcel #: 2132601000 Valuation: $8,244,261.35 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Permit No: FPC2018-0118 Status: Closed - Finaled Fire Sprinklers Applied: 04/23/2018 Issued: 05/18/2018 DEV2016-0015 Finaled Close Out: 04/14/2021 Final Inspection: INSPECTOR: Wong, Cindy Track #: Lot #: Project 4*: Plan 4*: Construction Type: Orig. Plan Check 4*: Plan Check 4*: Project Title: VIASAT BRESSI RANCH CAMPUS Description: VIASAT BRESSI RANCH (BLDG 14) - SPRINKLER (2 RISERS, 1182 HEADS) TWO-STORY COLD SHELL TILT-UP Applicant: FPContractor: SCHMIDT FIRE PROTECTION CO INC SCHMIDT FIRE PROTECTION CO INC-DO NOT CHUCK HOLLANDS USE 4760 MURPHY CANYON RD 4760 MURPHY CANYON RD SAN DIEGO, CA 92123-4321 SAN DIEGO, CA 92123 (858) 279-6122 (858) 279-6122 FEE AMOUNT FIRE NFPA13 System> 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 SYSTEM EACH ADDITIONAL RISER $230.00 Total Fees: $1,062.00 Total Payments To Date: $1,062.00 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 VIASAT BRESSI RANCH BUILDING 14 HYDRAULIC CALCULATION SUBMITTAL FPC20I8-0118 2426 TOWN GARDEN RD VIASAT BRESSI RANCH (BLDG 14)- SPRINKLER (2 RISERS, 1182 HEADS) - TWO-STORY COLD SHELL TILT-UP DEV2016-0015 2132601000 6/11/2019 FPC20I8-0118 ik / No..147 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: VIASAT Building 14 SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2626 Town Garden Road CITY: Carlsbad PHONE: ( 858 ) 279-6122 x112 (Schmidt Fire Protection) FAX NUMBER: (858) 279-3583 Largest Building (ft.2): 50,034 Sprinkled? Yes Construction Type: Il-B 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): Town Garden Road at El Camino Real TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 109 PSI Hydrant Number (if applicable): H20154 Elevation of test: 299 Feet Main Size: 12 INCH Pressure Zone: 550 Feet Date/limeof Test:1 Pitot Tube Reading_ Corresponding Flo w: GPM Total Flow: 4,635 GPM Residual Pressure101PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 4,635 gpm. There was no specific requestforfire flow from the Client or Fire Department. 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: Name:jJj r en *fer. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signat Title/O Manager Date: 04/02/2018 12" 12 GAT A'I fZD 80 1.111, DEN RD IT' I Fire Flow Test j_Location H20154 I CO / - 80 a 12 -- Legend I • \ a w_Hydrant 8jOSMOSCr 8 -- - -. --- \ Pipe ZONE 490 550 __ a ___ -700 Viasat Building 14 - Fire Flow Analysis Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Building 14 Building Location : 2426 Town Garden Rd. System : Area #2 Contract : SFP-916 Data File : SFP-916 Viasat Bldg 14 ESFR Calc #2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Building 14 Date 3-28-18 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 Location: 2426 Town Garden Rd. Drawing no: Date: 3-28-18 Design Remote area number: Area #2 Remote area location: Government Storage Occupancy classification: Storage Density: ESFR - Gpm/SqFt Area of application: 12 @ 35 psi - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR-17 16.8 Pendent No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1456.662 - GPM @ 95.502 - Psi Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Schmidt Fire Protection Co. Address: 4760 Murphy Canyon Rd. I San Diego, CA 92123 I 858-279-6122 Phone number: 858-279-6122 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. p Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Schmidt Fire Protection Co. Page 2 Viasat Building 14 Date 3-28-18 City Water Supply: Demand: Cl - Static Pressure : 98.1 Dl - Elevation : 8.445 C2 - Residual Pressure: 90.9 D2 - System Flow : 1206.66 C2 - Residual Flow : 4635 D2 - System Pressure : 95.502 Hose ( Demand) 250 D3 - System Demand :1456.66 Safety Margin : 1.752 150 140 130 p120 :! R11° E 100 ____ _____ _______ C2 c90 80 --( u 70 R6° E5° 40 30 20 10 I I I I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Schmidt Fire Protection Co. Page 3 Viasat Building 14 Date 3-28-18 214.5 12.3 189.3 8 -S1-3S2-,S34-S44--18 112.7 88.1 I 116.6 I 520.3 J 212.7 10.6 19q.6 9 -S5---*S6-*S74---S84-19 1 111 89.6 I 96.1 I 710.9 I 201.3 1.3 19.3 10 - S9 -, S10-4 S11- S124- 20 1 100.7 98.1 I 297.4 I 38.1 114- 21 T -r I 259.3 947.4 41. 12<--22 I I I 21€ 988/ I 10. 13-23 I I 177.6 I 95.4 14 4--14T--24 20.8 116.6 297.4 218 82.2 8 -39 4-10 <-11 4-12 4-13 4-14 4-15 96.1 259.3 177.6 74.6 14fl- 34 1' I 74. 82. 15 - 35 -1 I 156.8 39-F 26 - 36 -1 1 I 100.6 196.1 I 37. 27 - 37 1' 1 I 9771 233.6 I 35-1) 28 - 38 1 1 I 9371.1 269.6 I 34.4 29 39 I -t I 9071.8 303.9 I 33.! 30 - 40 -t I I 869.6 337.1 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Schmidt Fire Protection Co. Page 4 Viasat Building 14 Date 3-28-18 I 32. 31 -41 I I 837.4 I 30.3 32 - 42 74.6 196.1 269.6 337.1 369.2 399.6 399.6 344-35 (-36 (-37 (-38 (-39 (-40 (-41 (-LD(--42 4-43 -44 -FM3---FM 156.8 233.6 303.9 369.2 399.6 399.6 331.1 331.1 710.9 947.4 1029 1010.6 937.1 869.6 807.1 1206.7 1206.7 1206.7 1206.7 8 4- FM1 FM24- 18 - 19 20 - 21 - 22 . 23 - 24 - 26 - 27 - 28 - 29 30 31 - 32 - FM44- FM . TR BR 4- FLG DI - UG - BF1 BF2 SRC 331.1 520.3 909.3 988.7 1049.9 973 902.8 837.4 807.1 1206.7 1206.7 1206.7 1206.7 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. Page 5 Viasat Building 14 Date 3-28-18 Fitting Legend Abbrev. Name 1/2 ~ 1 1% 1% 2 21/2 3 31/ 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 1390 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Lquivalent lengths shown are standard for aitual diaiuieteis of Sched 40 pipe and (Iactors 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 he 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 Schmidt Fire Protection Co. Page 6 Viasat Building 14 Date 3-28-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 13.92 46.37 na Si 15.5 16.8 36.69 na 101.76 S2 15.5 16.8 35.78 na 100.49 S3 15.5 16.8 35.7 na 100.39 S4 15.5 16.8 36.23 na 101.12 9 13.92 46.34 na S5 15.5 16.8 36.67 na 101.73 S6 15.5 16.8 35.66 na 100.32 S7 15.5 16.8 35.61 na 100.25 S8 15.5 16.8 36.15 na 101.0 10 13.92 46.36 na S9 15.5 16.8 35.85 na 100.58 S1O 15.5 16.8 35.0 na 99.39 Sil 15.5 16.8 35.0 na 99.39 S12 15.5 16.8 35.6 na 100.24 11 13.92 46.54 na 12 13.92 46.64 na 13 13.92 46.74 na 14 13.92 46.8 na 14T 15.5 47.95 na 15 13.92 46.82 na 26 13.75 49.9 na 27 13.75 50.14 na 28 13.75 50.37 na 29 13.75 50.59 na 30 13.75 50.75 na 31 13.75 50.88 na 32 13.75 50.99 na 34 13.75 52.76 na 35 13.75 52.77 na 36 13.75 52.77 na 37 13.75 52.78 na 38 13.75 52.8 na 39 13.75 52.82 na 40 13.75 52.84 na 41 13.75 52.86 na LD 13.75 52.87 na 42 13.75 52.89 na 43 13.75 52.94 na 44 13.75 52.98 na FM3 13.75 53.19 na FM1 13.75 47.87 na FM2 13.75 48.26 na 18 13.75 48.33 na 19 13.75 48.39 na 20 13.75 48.52 na 21 13.75 48.69 na 22 13.75 48.87 na 23 13.75 49.09 na 24 13.75 49.27 na FM4 13.75 52.11 na FM 13.75 53.72 na TR 13.75 55.21 na BR 1.5 65.27 na FLG 0.5 66.6 na Dl -4.0 69.42 na UG -4.0 80.74 na BF1 -4.0 81.76 na BF2 -4.0 94.52 na SRC -4.0 95.5 na 250.0 The maximum velocity is 18.83 and it occurs in the pipe between nodes 8 and Si Computer Programs by Hydratec Inc. Revision: 50.52.1 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 1.0 1 35.0 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 7 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8 -214.50 2.157 T 12.307 10.250 46.369 to 120.0 E 6.153 18.460 -0.684 SI -214.5 -0.3133 0.0 28.710 -8.995 Vet = 18.83 SI 101.76 2.157 0.0 9.580 36.690 K Factor= 16.80 to 120.0 0.0 0.0 0.0 S2 -112.74 -0.0953 0.0 9.580 -0.913 Vel = 9.90 S2 100.49 2.157 4E 24.613 21.830 35.777 K Factor = 16.80 to 120.0 0.0 24.613 0.0 S3 -12.25 -0.0016 0.0 46.443 -0.073 Vet = 1.08 S3 100.38 2.157 0.0 8.670 35.704 K Factor = 16.80 to 120.0 0.0 0.0 0.0 S4 88.13 0.0604 0.0 8.670 0.524 Vet = 7.74 S4 101.12 2.157 E 6.153 27.170 36.228 K Factor = 16.80 to 120.0 T 12.307 18.460 0.758 18 189.25 0.2485 0.0 45.630 11.339 Vel = 16.62 0.0 189.25 48.325 K Factor = 27.22 9 -212.69 2.157 T 12.307 10.670 46.337 to 120.0 E 6.153 18.460 -0.684 S5 -212.69 -0.3084 0.0 29.130 -8.984 Vet = 18.67 S5 101.73 2.157 0.0 10.920 36.669 K Factor = 16.80 to 120.0 0.0 0.0 0.0 S6 -110.96 -0.0926 0.0 10.920 -1.011 Vet = 9.74 S6 100.32 2.157 4E 24.613 18.920 35.658 K Factor = 16.80 to 120.0 0.0 24.613 0.0 S7 -10.64 -0.0012 0.0 43.533 -0.053 Vel = 0.93 S7 100.25 2.157 0.0 8.670 35.605 K Factor = 16.80 to 120.0 0.0 0.0 0.0 S8 89.61 0.0624 0.0 8.670 0.541 Vet = 7.87 S8 101.00 2.157 E 6.153 27.170 36.146 K Factor = 16.80 to 120.0 T 12.307 18.460 0.758 19 190.61 0.2518 0.0 45.630 11.490 Vet = 16.74 0.0 190.61 48.394 KFactor= 27.40 10 -201.27 2.157 2T 24.613 10.670 46.356 to 120.0 0.0 24.613 -0.684 S9 -201.27 -0.2785 0.0 35.283 -9.826 Vet = 17.67 S9 100.58 2.157 0.0 10.920 35.846 K Factor = 16.80 to 120.0 0.0 0.0 0.0 SIO -100.69 -0.0774 0.0 10.920 -0.845 Vet = 8.84 S10 99.39 2.157 4E 24.613 21.080 35.001 K Factor= 16.80 to 120.0 0.0 24.613 0.0 S11 4.3 0.0 0.0 45.693 -0.001 Vet = 0.11 SI1 99.39 2.157 0.0 8.170 35.000 K Factor = 16.80 to 120.0 0.0 0.0 0.0 S12 98.09 0.0737 0.0 8.170 0.602 Vet = 8.61 S12 100.24 2.157 E 6.153 26.420 35.602 K Factor = 16.80 to 120.0 T 12.307 18.460 0.758 20 198.33 0.2710 0.0 44.880 12.163 Vel = 17.41 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 8 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 198.33 48.523 K Factor = 28.47 11 38.11 2.157 7E 43.073 81.830 46.543 to 120.0 31 36.92 79.994 0.074 21 38.11 0.0128 0.0 161.824 2.074 Vel = 3.35 0.0 38.11 48.691 K Factor = 5.46 12 41.34 2.157 5E 30.767 76.920 46.645 to 120.0 31 36.92 67.687 0.074 22 41.34 0.0149 0.0 144.607 2.153 Vel = 3.63 0.0 41.34 48.872 K Factor = 5.91 13 40.34 2.157 7E 43.073 80.000 46.738 to 120.0 31 36.92 79.994 0.074 23 40.34 0.0142 0.0 159.994 2.277 Vel = 3.54 0.0 40.34 49.089 K Factor = 5.76 14 95.44 2.157 21 24.613 1.580 46.800 to 120.0 0.0 24.613 -0.684 141 95.44 0.0700 0.0 26.193 1.834 Vel = 8.38 14T -74.59 2.157 7E 43.073 77.580 47.950 to 120.0 1 12.307 55.381 0.758 24 20.85 0.0042 0.0 132.961 0.558 Vel = 1.83 0.0 20.85 49.266 K Factor = 2.97 8 -116.56 4.26 0.0 8.670 46.369 to 120.0 0.0 0.0 0.0 9 -116.56 -0.0037 0.0 8.670 -0.032 Vel = 2.62 9 212.70 4.26 0.0 7.170 46.337 to 120.0 0.0 0.0 0.0 10 96.14 0.0026 0.0 7.170 0.019 Vel = 2.16 10 201.27 4.26 0.0 9.000 46.356 to 120.0 0.0 0.0 0.0 11 297.41 0.0208 0.0 9.000 0.187 Vel = 6.69 11 -38.11 4.26 0.0 6.250 46.543 to 120.0 0.0 0.0 0.0 12 259.3 0.0163 0.0 6.250 0.102 Vel = 5.84 12 -41.34 4.26 0.0 7.920 46.645 to 120.0 0.0 0.0 0.0 13 217.96 0.0117 0.0 7.920 0.093 Vel = 4.91 --- 13 -40.35 4.26 to 120.0 14 177.61 0.0079 14 -95.43 4.26 to 120.0 15 82.18 0.0019 0.0 0.0 7.830 46.738 0.0 0.0 0.0 0.0 7.830 0.062 0.0 8.750 46.800 0.0 0.0 0.0 0.0 8.750 0.017. Vel= 4.00 Vel= 1.85 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams / Schmidt Fire Protection Co. Page 9 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 82.18 46.817 K Factor = 12.01 14T 74.59 2.157 5E 30.767 48.250 47.950 to 120.0 1 12.307 43.074 0.758 34 74.59 0.0444 0.0 91.324 4.054 Vet = 6.55 0.0 74.59 52.762 K Factor = 10.27 15 82.18 2.157 7E 43.073 55.250 46.817 to 120.0 T 12.307 55.381 0.074 35 82.18 0.0531 0.0 110.631 5.874 Vel= 7.22 0.0 82.18 52.765 KFactor= 11.31 26 39.28 2.157 2T 24.613 125.420 49.904 to 120.0 IOE 61.534 86.147 0.0 36 39.28 0.0136 0.0 211.567 2.868 Vet = 3.45 0.0 39.28 52.772 K Factor = 5.41 27 37.58 2.157 2T 24.613 125.000 50.144 to 120.0 10E 61.534 86.147 0.0 37 37.58 0.0125 0.0 211.147 2.638 Vet = 3.30 0.0 37.58 52.782 KFactor= 5.17 28 35.92 2.157 2T 24.613 125.000 50.373 to 120.0 10E 61.534 86.147 0.0 38 35.92 0.0115 0.0 211.147 2.425 Vel= 3.15 0.0 35.92 52.798 K Factor = 4.94 29 34.36 2.157 21 24.613 125.000 50.585 to 120.0 10E 61.534 86.147 0.0 39 34.36 0.0106 0.0 211.147 2.234 Vet = 3.02 0.0 34.36 52.819 K Factor = 4.73 30 33.14 2.157 2T 24.613 125.000 50.751 to 120.0 10E 61.534 86.147 0.0 40 33.14 0.0099 0.0 211.147 2.090 Vet = 2.91 0.0 33.14 52.841 K Factor = 4.56 31 32.18 2.157 21 24.613 125.000 50.885 to 120.0 IOE 61.534 86.147 0.0 41 32.18 0.0094 0.0 211.147 1.979 Vel = 2.83 0.0 32.18 52.864 K Factor = 4.43 32 30.33 2.157 21 24.613 128.920 50.986 to 120.0 12E 73.84 98.453 0.0 42 30.33 0.0084 0.0 227.373 1.909 0.0 30.33 52.895 34 74.59 6.357 0.0 13.330 52.762 to 120.0 0.0 0.0 0.0 35 74.59 0.0002 0.0 13.330 0.003 Vet = 2.66 K Factor = 4.17 Vet = 0.75 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 10 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 82.18 6.357 0.0 7.000 52.765 to 120.0 0.0 0.0 0.0 36 156.77 0.0010 0.0 7.000 0.007 Vel = 1.58 36 39.28 6.357 0.0 7.170 52.772 to 120.0 0.0 0.0 0.0 37 196.05 0.0014 0.0 7.170 0.010 Vel = 1.98 37 37.58 6.357 0.0 8.580 52.782 to 120.0 0.0 0.0 0.0 38 233.63 0.0019 0.0 8.580 0.016 Vel = 2.36 38 35.92 6.357 0.0 8.580 52.798 to 120.0 0.0 0.0 0.0 39 269.55 0.0024 0.0 8.580 0.021 Vel = 2.72 39 34.36 6.357 0.0 7.170 52.819 to 120.0 0.0 0.0 0.0 40 303.91 0.0031 0.0 7.170 0.022 Vel = 3.07 40 33.14 6.357 0.0 6.170 52.841 to 120.0 0.0 0.0 0.0 41 337.05 0.0037 0.0 6.170 0.023 Vel = 3.41 41 32.19 6.357 0.0 1.500 52.864 to 120.0 0.0 0.0 0.0 LD 369.24 0.0047 0.0 1.500 0.007 Vel = 3.73 LD 0.0 6.357 0.0 5.420 52.871 to 120.0 0.0 0.0 0.0 42 369.24 0.0044 0.0 5.420 0.024 Vel = 3.73 42 30.32 6.357 0.0 8.750 52.895 to 120.0 0.0 0.0 0.0 43 399.56 0.0051 0.0 8.750 0.045 Vel = 4.04 43 0.0 6.357 0.0 8.750 52.940 to 120.0 0.0 0.0 0.0 44 399.56 0.0051 0.0 8.750 0.045 Vel = 4.04 44 0.0 6.357 T 37.72 2.830 52.985 to 120.0 0.0 37.720 0.0 FM3 399.56 0.0051 0.0 40.550 0.207 Vel = 4.04 FM3 0.0 6.357 T 37.72 64.830 53.192 to 120.0 0.0 37.720 0.0 FM 399.56 0.0051 0.0 102.550 0.526 Vel = 4.04 0.0 399.56 53.718 KFactor= 54.52 8 331.06 4.26 2F 10.534 19.080 46.369 to 120.0 T 26.334 36.868 0.074 FMI 331.06 0.0254 0.0 55.948 1.422 Vel = 7.45 FM1 0.0 6.357 T 37.72 70.330 47.865 to 120.0 0.0 37.720 0.0 FM2 331.06 0.0036 0.0 108.050 0.391 Vel = 3.35 FM2 0.0 6.357 0.0 19.080 48.256 to 120.0 - 0.0 0.0 0.0 18 331.06 0.0036 0.0 19:080 0.069 Vel = 3.35 18 189.25 6.357 0.0 8.170 48.325 to 120.0 0.0 0.0 0.0 19 520.31 0.0084 0.0 8.170 0.069 Vel = 5.26 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 11 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19 190.61 6.357 0.0 8.670 48.394 to 120.0 0.0 0.0 0.0 20 710.92 0.0149 0.0 8.670 0.129 Vel = 7.19 20 198.33 6.357 0.0 7.170 48.523 to 120.0 0.0 0.0 0.0 21 909.25 0.0234 0.0 7.170 0.168 Vet = 9.19 21 38.11 6.357 0.0 7.170 48.691 to 120.0 0.0 0.0 0.0 22 947.36 0.0252 0.0 7.170 0.181 Vet = 9.58 22 41.34 6.357 0.0 7.920 48.872 to 120.0 0.0 0.0 0.0 23 988.7 0.0274 0.0 7.920 0.217 Vet = 9.99 23 40.35 6.357 0.0 6.000 49.089 to 120.0 0.0 0.0 0.0 24 1029.05 0.0295 0.0 6.000 0.177 Vet = 10.40 24 20.84 6.357 0.0 20.830 49.266 to 120.0 0.0 0.0 0.0 26 1049.89 0.0306 0.0 20.830 0.638 Vel = 10.61 26 -39.28 6.357 0.0 8.420 49.904 to 120.0 0.0 0.0 0.0 27 1010.61 0.0285 0.0 8.420 0.240 Vel = 10.22 27 -37.58 6.357 0.0 8.580 50.144 to 120.0 0.0 0.0 0.0 28 973.03 0.0267 0.0 8.580 0.229 Vel = 9.84 28 -35.92 6.357 0.0 8.580 50.373 to 120.0 0.0 0.0 0.0 29 937.11 0.0247 0.0 8.580 0.212 Vet = 9.47 29 -34.36 6.357 0.0 7.170 50.585 to 120.0 0.0 0.0 0.0 30 902.75 0.0232 0.0 7.170 0.166 Vel= 9.13 30 -33.14 6.357 0.0 6.173 50.751 to 120.0 0.0 0.0 0.0 31 869.61 0.0217 0.0 6.173 0.134 Vet = 8.79 31 -32.19 6.357 0.0 5.000 50.885 to 120.0 0.0 0.0 0.0 32 837.42 0.0202 0.0 5.000 0.101 Vel = 8.47 32 -30.32 6.357 1 37.72 22.170 50.986 to 120.0 0.0 37.720 0.0 FM4 807.1 0.0188 0.0 59.890 1.127 Vet = 8.16 FM4 0.0 6.357 T 37.72 47.580 52.113 to 120.0 0.0 37.720 0.0 FM 807.1 0.0188 0.0 85.300 1.605 Vel = 8.16 FM 399.56 6.357 E 17.603 20.000 53.718 to 120.0 0.0 17.603 0.0 TR 1206.66 0.0396 0.0 37.603 1.489 Vet = 12.20 TR 0.0 6.357 E 17.603 12.000 55.207 to 120.0 S 40.235 108.131 5.305 BR 1206.66 0.0396 B 12.573 120.131 4.759 Vel = 12.20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 12 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 1 37.72 BR 0.0 6.357 E 17.603 5.000 65.271 to 120.0 0.0 17.603 0.433 FLG 1206.66 0.0396 0.0 22.603 0.895 Vel = 12.20 FLG 0.0 6.16 E 20.084 5.000 66.599 to 140.0 0.0 20.084 1.949 DI 1206.66 0.0347 0.0 25.084 0.871 Vel = 12.99 Dl 0.0 5.86 5E 89.466 156.500 69.419 to 150.0 G 3.834 134.199 0.0 UG 1206.66 0.0390 S 40.899 290.699 11.326 Vel = 14.35 UG 0.0 7.68 2E 45.11 52.000 80.745 to 150.0 0.0 45.110 0.0 BF1 1206.66 0.0104 0.0 97.110 1.013 Vel = 8.36 BF1 0.0 8.27 3E 85.404 20.000 81.758 to 140.0 Zim 0.0 85.404 11.886 * Fixed Loss = 11.886 BF2 1206.66 0.0083 0.0 105.404 0.872 Vel = 7.21 BF2 0.0 7.98 G 6.041 55.000 94.516 to 150.0 T 52.855 58.895 0.0 SRC 1206.66 0.0087 0.0 113.895 0.986 Vel = 7.74 250.00 Qa = 250.00 1456.66 95.502 K Factor = 149.06 Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Building 14 Building Location : 2426 Town Garden Rd. System : Area #3 Contract : SFP-916 Data File : SFP-916 Viasat Bldg 14 ESFR Caic #3.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Building 14 Date 3-28-18 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 Location: 2426 Town Garden Rd. Drawing no: Date: 3-28-18 Design Remote area number: Area #3 Remote area location: Shipping Warehouse Occupancy classification: Storage Density: ESFR - Gpm/SqFt Area of application: 12 @ 35 psi - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR-1 7 16.8 Pendent No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1485.18 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department @ 93.0899 -Psi Name of contractor: Schmidt Fire Protection Co. Address: 4760 Murphy Canyon Rd. / San Diego, CA 92123 / 858-279-6122 Phone number: 858-279-6122 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Schmidt Fire Protection Co. Page 2 Viasat Building 14 Date 3-28-18 City Water Supply: Demand: Cl - Static Pressure : 98.1 Dl - Elevation : 7.579 C2 - Residual Pressure: 90.9 D2 - System Flow :1235.18 C2 - Residual Flow : 4635 D2 - System Pressure : 95.002 Hose ( Demand) : 250 D3 - System Demand :1485.18 Safety Margin : 2.222 150 140 130 p120 R11° E 100 90 ____ C2 - /D3 80 U 70 R6° E5° 40 30 20 Dl I I I I 10 I I I I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Schmidt Fire Protection Co. Page 3 'Viasat Building 14 Date 3-28-18 20.7 20.7 20.7 8 -S1<--S2-S3--S4--18 20.7 20.7 '1' I 195.2 I 195.2 .L 22.6 22.6 22. 9 -S5-S6-S7-S8--19 22.6 22.6 t I 217.7 I 217.7 .1. 23.6 23.6 23. 10 - S9 - S10-. S11- S12- 20 23.6 23.6 I 241.4 . 24.4 11 '-21 I 1' I 26.8 265.8 .J 2fr. 12422 I '1' I 29.6 293.6 .1. 28. 13 - 23 I 322.3 .L 143.6 14 -*14T-24 70.6 195.2 241.4 293.6 178.7 8 -4 9 > 10 .. 11 - 12 -* 13 - 14 -4 15 217.7 265.8 322.3 714,2 4 20 14T-4 El E2 E3 - E4 34 108.5 100.6 t 178.7 27 234.8 15 -E5 -,E6 (-E7 -E8 -35 74.8 128.9 1 118.8 80.1 28.6 26 - E9 -, E10- EII.E- E12- 36 1 19.3 180.1 I 511.8 I 16.1 27 -* 37 I 5271.9 707.3 I 15. 28 -4 38 1 1 I 54.2 692 I 14. 29 - 39 1' 1 I 5571.8 677.4 I 141 30 -* 40 I 5711.8 663.4 Computer Programs by Hydratec Inc. Revision: 50.52.1 206 440.8 Flow Diagram Schmidt Fire Protection Co. Page 4 Viasat Building 14 Date 3-28-18 I 13.' 31-41 I 585.5 I 12.5 32-42 - 206 723.4 692 663.4 649.7 637.2 637.2 34 -35 4-36 -37 38 4-39 (-40 4-41 4-LD(--42 (--434-44 -FM3-FM 440.8 707.3 677.4 649.7 637.2 637.2 174.5 174.5 217.7 265.8 322.3 511.8 543.2 571.8 598 1235.2 1235.2 1235.2 1235.2 8 - FM1 FM24- 18 19 €- 20 21 - 22 - 23 - 24 26 27 - 28 4- 29 30 31 - 32 - FM44- FM TR BR - FLG DI - UG - BF1 BF2 SRC 174.5 195.2 241.4 293.6 392.9 527.9 557.8 585.5 598 1235.2 1235.2 1235.2 1235.2 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. 'Viasat Building 14 Fitting Legend Abbrev. Name B NFPA 13 Butterfly Valve F NFPA 13 90 Standard Elbow F NFPA 13 45 Elbow G NFPA 13 Gate Valve S NFPA 13 Swing Check T NFPA I39OFlowthruTee Zim Wilkins 375ADA Page 5 Date 3-28-18 1/2 3/4 1 11/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 1 II 13 17 19 21 24 213 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: hitting Lcgcnd provides equivalent pipe lengths lou 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 Schmidt Fire Protection Co. Page 6 'iasat Building 14 Date 3-28-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 8 13.92 48.57 na Si 15.5 48.0 na S2 15.5 48.04 na S3 15.5 48.24 na S4 15.5 48.27 na 9 13.92 48.49 na S5 15.5 47.94 na S6 15.5 48.0 na S7 15.5 48.21 na S8 15.5 48.25 na 10 13.92 48.4 na S9 15.5 47.91 na S1O 15.5 47.96 na SII 15.5 48.21 na S12 15.5 48.25 na ii 13.92 48.28 na 12 13.92 48.17 na 13 13.92 48.01 na 14 13.92 47.82 na 14T 15.5 43.23 na El 15.5 16.8 39.56 na 105.66 1.0 1 35.0 E2 15.5 16.8 38.76 na 104.59 1.0 1 35.0 E3 15.5 16.8 38.75 na 104.58 1.0 1 35.0 E4 15.5 16.8 39.37 na 105.41 1.0 1 35.0 15 13.92 47.75 na E5 15.5 16.8 38.3 na 103.97 1.0 1 35.0 E6 15.5 16.8 36.72 na 101.8 1.0 1 35.0 E7 15.5 16.8 36.77 na 101.88 1.0 1 35.0 E8 15.5 16.8 39.71 na 105.87 1.0 1 35.0 26 13.5 49.53 na E9 13.5 16.8 35.13 na 99.58 1.0 1 35.0 EIO 13.5 16.8 35.0 na 99.39 1.0 1 35.0 Eli 13.5 16.8 35.41 na 99.96 1.0 1 35.0 E12 13.5 16.8 37.22 na 102.49 1.0 1 35.0 27 13.5 49.6 na 28 13.5 49.67 na 29 13.5 49.75 na 30 13.5 49.82 na 31 13.5 49.88 na 32 13.5 49.93 na 34 13.5 48.87 na 35 13.5 48.89 na 36 13.5 48.94 na 37 13.5 49.05 na 38 13.5 49.17 na 39 13.5 49.3 na 40 13.5 49.39 na 41 13.5 49.47 na LD 13.5 49.49 na 42 13.5 49.56 na 43 13.5 49.67 na 44 13.5 49.77 na FM3 13.5 50.27 na FM1 13.5 49.19 na FM2 13.5 49.31 na 18 13.5 49.33 na 19 13.5 49.34 na 20 13.5 49.35 na 21 13.5 49.37 na 22 13.5 49.38 na 23 13.5 49.41 na 24 13.5 49.43 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard Schmidt Fire Protection Co. Page 7 Viasat Building 14 Date 3-28-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. FM4 13.5 50.58 na FM 13.5 51.51 na TR 13.5 53.07 na BR 1.5 63.23 na FLG 0.5 65.42 na Dl -4.0 68.28 na UG -4.0 80.11 na BF1 -4.0 81.17 na BF2 -4.0 93.97 na SRC -4.0 95.0 na 250.0 The maximum velocity is 24.81 and it occurs in the pipe between nodes E12 and 36 - Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 8 \)'iasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8 20.69 2.157 T 12.307 10.250 48.570 to 120.0 E 6.153 18.460 -0.684 SI 20.69 0.0041 0.0 28.710 0.118 Vel= 1.82 Si 0.0 2.157 0.0 9.580 48.004 to 120.0 0.0 0.0 0.0 S2 20.69 0.0042 0.0 9.580 0.040 Vel = 1.82 S2 0.0 2.157 4E 24.613 21.830 48.044 to 120.0 0.0 24.613 0.0 S3 20.69 0.0041 0.0 46.443 0.192 Vel = 1.82 S3 0.0 2.157 0.0 8.670 48.236 to 120.0 0.0 0.0 0.0 S4 20.69 0.0042 0.0 8.670 0.036 Vel = 1.82 S4 0.0 2.157 E 6.153 27.170 48.272 to 120.0 1 12.307 18.460 0.866 18 20.69 0.0041 0.0 45.630 0.189 Vel = 1.82 0.0 20.69 49.327 K Factor = 2.95 9 22.56 2.157 T 12.307 10.670 48.487 to 120.0 E 6.153 18.460 -0.684 S5 22.56 0.0048 0.0 29.130 0.141 Vel = 1.98 S5 0.0 2.157 0.0 10.920 47.944 to 120.0 0.0 0.0 0.0 S6 22.56 0.0049 0.0 10.920 0.053 Vel = 1.98 S6 0.0 2.157 4E 24.613 18.920 47.997 to 120.0 0.0 24.613 0.0 S7 22.56 0.0048 0.0 43.533 0.211 Vel = 1.98 S7 0.0 2.157 0.0 8.670 48.208 to 120.0 0.0 0.0 0.0 S8 22.56 0.0050 0.0 8.670 0.043 Vel = 1.98 S8 0.0 2.157 E 6.153 27.170 48.251 to 120.0 T 12.307 18.460 0.866 19 22.56 0.0048 0.0 45.630 0.221 Vel = 1.98 0.0 22.56 49.338 K Factor = 3.21 10 23.64 2.157 2T 24.613 10.670 48.403 to 120.0 0.0 24.613 -0.684 S9 23.64 0.0053 0.0 35.283 0.187 S9 0.0 2.157 0.0 10.920 47.906 to 120.0 0.0 0.0 0.0 S10 23.64 0.0053 0.0 10.920 0.058 sio 0.0 2.157 4E 24.613 21.080 47.964 to 120.0 - 0.0 . 24.613 0.0 Sill 23.64 0.0053 0.0 45.693 0.242 Sill 0.0 2.157 0.0 8.170 48.206 to 120.0 0.0 0.0 0.0 S12 23.64 0.0053 0.0 8.170 0.043 S12 0.0 2.157 E 6.153 26.420 48.249 to 120.0 T 12.307 18.460 0.866 20 23.64 0.0053 0.0 44.880 0.238 Computer Programs by Hydratec Inc. Revision: 50.52.1 Vel = 2.08 Vel = 2.08 Vel = 2.08 Vel = 2.08 Vel = 2.08 Final Calculations - Hazen-Williams F Schmidt Fire Protection Co. Page 9 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 23.64 49.353 K Factor= 3.37 11 24.42 2.157 7E 43.073 81.830 48.275 to 120.0 3T 36.92 79.994 0.182 21 24.42 0.0056 0.0 161.824 0.910 Vel = 2.14 0.0 24.42 49.367 K Factor = 3.48 12 27.79 2.157 5E 30.767 76.920 48.170 to 120.0 3T 36.92 67.687 0.182 22 27.79 0.0071 0.0 144.607 1.033 Vel = 2.44 0.0 27.79 49.385 K Factor = 3.95 13 28.75 2.157 7E 43.073 80.000 48.008 to 120.0 31 36.92 79.994 0.182 23 28.75 0.0076 0.0 159.994 1.218 Vel = 2.52 0.0 28.75 49.408 K Factor = 4.09 14 -143.59 2.157 21 24.613 1.580 47.819 to 120.0 0.0 24.613 -0.684 14T -143.59 -0.1491 0.0 26.193 -3.906 Vel = 12.61 14T 214.20 2.157 7E 43.073 77.580 43.229 to 120.0 T 12.307 55.381 0.866 24 70.61 0.0401 0.0 132.961 5.333 Vel = 6.20 0.0 70.61 49.428 K Factor= 10.04 8 -195.16 4.26 0.0 8.670 48.570 to 120.0 0.0 0.0 0.0 9 -195.16 -0.0096 0.0 8.670 -0.083 Vel = 4.39 9 -22.56 4.26 0.0 7.170 48.487 to 120.0 0.0 0.0 0.0 10 -217.72 -0.0117 0.0 7.170 -0.084 Vel = 4.90 10 -23.64 4.26 0.0 9.000 48.403 to 120.0 0.0 0.0 0.0 11 -241.36 -0.0142 0.0 9.000 -0.128 Vel = 5.43 11 -24.42 4.26 0.0 6.250 48.275 to 120.0 0.0 0.0 0.0 12 -265.78 -0.0168 0.0 6.250 -0.105 Vel = 5.98 12 -27.79 4.26 0.0 7.920 48.170 to 120.0 0.0 0.0 0.0 13 -293.57 -0.0205 0.0 7.920 -0.162 Vel = 6.61 13 -28.75 4.26 0.0 7.830 48.008 to 1 120.0 . 0.0 .0.0 .0.0 14 -322.32 -0.0241 0.0 7.830 -0.189 Vel = 7.26 14 143.59 4.26 0.0 8.750 47.819 to 120.0 0.0 0.0 0.0 15 -178.73 -0.0081 0.0 8.750 -0.071 Vel = 4.02 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 10 "iasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -178.73 47.748 K Factor = -25.87 14T -214.21 2.157 0.0 11.750 43.229 to 120.0 0.0 0.0 0.0 El -214.21 -0.3125 0.0 11.750 -3.672 Vet = 18.81 El 105.67 2.157 0.0 9.000 39.557 K Factor = 16.80 to 120.0 0.0 0.0 0.0 E2 -108.54 -0.0888 0.0 9.000 -0.799 Vel = 9.53 E2 104.58 2.157 4E 24.613 11.500 38.758 K Factor = 16.80 to 120.0 0.0 24.613 0.0 E3 -3.96 -0.0002 0.0 36.113 -0.008 Vet = 0.35 E3 104.58 2.157 0.0 8.000 38.750 K Factor = 16.80 to 120.0 0.0 0.0 0.0 E4 100.62 0.0772 0.0 8.000 0.618 Vet = 8.83 E4 105.41 2.157 E 6.153 11.250 39.368 K Factor = 16.80 to 120.0 T 12.307 18.460 0.866 34 206.03 0.2908 0.0 29.710 8.640 Vel = 18.09 0.0 206.03 48.874 KFactor= 29.47 15 -178.73 2.157 T 12.307 20.750 47.748 to 120.0 E 6.153 18.460 -0.684 ES -178.73 -0.2236 0.0 39.210 -8.766 Vet = 15.69 ES 103.97 2.157 4E 24.613 10.830 38.298 K Factor = 16.80 to 120.0 0.0 24.613 0.0 E6 -74.76 -0.0446 0.0 35.443 -1.580 Vet = 6.56 E6 101.80 2.157 0.0 8.000 36.718 K Factor = 16.80 to 120.0 0.0 0.0 0.0 E7 27.04 0.0069 0.0 8.000 0.055 Vel = 2.37 E7 101.88 2.157 2E 12.307 11.750 36.773 K Factor = 16.80 to 120.0 0.0 12.307 0.0 E8 128.92 0.1221 0.0 24.057 2.938 Vet = 11.32 E8 105.86 2.157 E 6.153 4.000 39.711 K Factor = 16.80 to 120.0 T 12.307 18.460 0.866 35 234.78 0.3703 0.0 22.460 8.317 Vel = 20.61 0.0 234.78 48.894 K Factor = 33.58 26 -118.83 2.157 T 12.307 94.000 49.532 to 120.0 SE 30.767 43.074 0.0 E9 -118.83 -0.1051 0.0 137.074 -14.401 Vet = 10.43 E9 99.57 2.157 4E 24.613 11.500 35.131 K Factor = 16.80 to 120.0 0.0 24.613 0.0 EIO -19.26 -0.0036 0.0 36.113 -0.131 Vet = 1.69 E1O 99.39 2.157 0.0 8.000 35.000 K Factor = 16.80 to 120.0 0.0 0.0 0.0 Eli 80.13 0.0508 0.0 8.000 0.406 Vet = 7.04 Ell 99.97 2.157 0.0 8.000 35.406 K Factor= 16.80 to 120.0 0.0 0.0 0.0 E12 180.1 0.2266 0.0 8.000 1.813 Vet = 15.81 E12 102.49 2.157 E 6.153 4.000 37.219 K Factor = 16.80 to 120.0 T 12.307 18.460 0.0 36 282.59 0.5217 0.0 22.460 11.718 Vet = 24.81 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 11 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn 0.0 282.59 48.937 K Factor = 40.40 27 -16.15 2.157 2T 24.613 125.000 49.600 to 120.0 10E 61.534 86.147 0.0 37 -16.15 -0.0026 0.0 211.147 -0.553 Vel = 1.42 0.0 -16.15 49.047 KFactor= -2.31 28 -15.29 2.157 2T 24.613 125.000 49.674 to 120.0 10E 61.534 86.147 0.0 38 -15.29 -0.0024 0.0 211.147 -0.500 Vel = 1.34 0.0 -15.29 49.174 KFactor= -2.18 29 -14.55 2.157 2T 24.613 125.000 49.751 to 120.0 1 O 61.534 86.147 0.0 39 -14.55 -0.0022 0.0 211.147 -0.456 Vel = 1.28 0.0 -14.55 49.295 K Factor = -2.07 30 -14.04 2.157 21 24.613 125.000 49.819 to 120.0 10E 61.534 86.147 0.0 40 -14.04 -0.0020 0.0 211.147 -0.426 Vel = 1.23 0.0 -14.04 49.393 K Factor = -2.00 31 -13.69 2.157 2T 24.613 125.000 49.881 to 120.0 IOE 61.534 86.147 0.0 41 -13.69 -0.0019 0.0 211.147 -0.407 Vel = 1.20 0.0 -13.69 49.474 KFactor= -1.95 32 -12.52 2.157 21 24.613 128.920 49.933 to 120.0 12E 73.84 98.453 0.0 42 -12.52 -0.0016 0.0 227.373 -0.372 Vel = 1.10. 0.0 -12.52 49.561 K Factor = -1.78 34 206.03 6.357 0.0 13.330 48.874 to 120.0 0.0 0.0 0.0 35 206.03 0.0015 0.0 13.330 0.020 Vel = 2.08 35 234.79 6.357 0.0 7.000 48.894 to 120.0 0.0 0.0 0.0 36 440.82 0.0061 0.0 7.000 0.043 Vel = 4.46 36 282.59 6.357 0.0 7.170 48.937 to 120.0 0.0 0.0 0.0 37 723.41 0.0153 - 0.0 7.170 0.110 Vel = 7.31 37 -16.15 6.357 0.01 8.580 49.047 to 120.0 0.0 0.0 0.0 38 707.26 0.0148 0.0 8.580 0.127 Vel = 7.15 38 -15.29 6.357 0.0 8.580 49.174 to 120.0 . 0.0 0.0 0.0 39 691.97 0.0141 0.0 8.580 0.121 Vel = 6.99 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 12 'iasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C,' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 39 -14.55 6.357 0.0 7.170 49.295 to 120.0 0.0 0.0 0.0 40 677.42 0.0137 0.0 7.170 0.098 Vel = 6.85 40 -14.04 6.357 0.0 6.170 49.393 to 120.0 0.0 0.0 0.0 41 663.38 0.0131 0.0 6.170 0.081 Vel = 6.71 41 -13.69 6.357 0.0 1.500 49.474 to 120.0 0.0 0.0 0.0 LID 649.69 0.0127 0.0 1.500 0.019 Vel = 6.57 LD 0.0 6.357 0.0 5.420 49.493 to 120.0 0.0 0.0 0.0 42 649.69 0.0125 0.0 5.420 0.068 Vel = 6.57 42 -12.52 6.357 0.0 8.750 49.561 to 120.0 0.0 0.0 0.0 43 637.17 0.0121 0.0 8.750 0.106 Vel = 6.44 43 0.0 6.357 0.0 8.750 49.667 to 120.0 0.0 0.0 0.0 44 637.17 0.0122 0.0 8.750 0.107 Vel = 6.44 44 0.0 6.357 1 37.72 2.830 49.774 to 120.0 0.0 37.720 0.0 FM3 637.17 0.0121 0.0 40.550 0.492 Vel = 6.44 FM3 0.0 6.357 1 37.72 64.830 50.266 to 120.0 0.0 37.720 0.0 FM 637.17 0.0122 0.0 102.550 1.247 Vel = 6.44 0.0 637.17 51.513 KFactor= 88.78 8 174.47 4.26 2F 10.534 19.080 48.570 to 120.0 T 26.334 36.868 0.182 FM1 174.47 0.0078 0.0 55.948 0.435 Vel = 3.93 FMI 0.0 6.357 T 37.72 70.330 49.187 to 120.0 0.0 37.720 0.0 FM2 174.47 0.0011 0.0 108.050 0.119 Vel = 1.76 FM2 0.0 6.357 0.0 19.080 49.306 to 120.0 0.0 0.0 0.0 18 174.47 0.0011 0.0 19.080 0.021 Vel = 1.76 18 20.69 6.357 0.0 8.170 49.327 to 120.0 0.0 0.0 0.0 19 195.16 0.0013 0.0 8.170 0.011 Vel = 1.97 19 22.56 6.357 0.0 8.670 49.338 to 120.0 0.0 0.0 0.0 20 217.72 0.0017 0.0 8.670 0.015 Vel = 2.20 20 23.64 6.357 0.0 7.170 49353 - to 120.0 0.0 0.0 0.0 21 241.36 0.0020 -0.0 7.170 0.014 Vel = 2.44 21 24.42 6.357 0.0 7.170 49.367 to 120.0 0.0 0.0 0.0 22 265.78 0.0025 0.0 7.170 0.018 Vel = 2.69 22 27.79 6.357 0.0 7.920 49.385 to 120.0 0.0 0.0 0.0 23 293.57 0.0029 0.0 7.920 0.023 Vel = 2.97 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 13 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23 28.75 6.357 0.0 6.000 49.408 to 120.0 0.0 0.0 0.0 24 322.32 0.0033 0.0 6.000 0.020 Vel = 3.26 24 70.62 6.357 0.0 20.830 49.428 to 120.0 0.0 0.0 0.0 26 392.94 0.0050 0.0 20.830 0.104 Vel = 3.97 26 118.83 6.357 0.0 8.420 49.532 to 120.0 0.0 0.0 0.0 27 511.77 0.0081 0.0 8.420 0.068 Vel = 5.17 27 16.15 6.357 0.0 8.580 49.600 to 120.0 0.0 0.0 0.0 28 527.92 0.0086 0.0 8.580 0.074 Vel = 5.34 28 15.29 6.357 0.0 8.580 49.674 to 120.0 0.0 0.0 0.0 29 543.21 0.0090 0.0 8.580 0.077 Vel = 5.49 29 14.55 6.357 0.0 7.170 49.751 to 120.0 0.0 0.0 0.0 30 557.76 0.0095 0.0 7.170 0.068 Vel = 5.64 30 14.04 6.357 0.0 6.173 49.819 to 120.0 0.0 0.0 0.0 31 571.8 0.0100 0.0 6.173 0.062 Vel = 5.78 31 13.69 6.357 0.0 5.000 49.881 to 120.0 0.0 0.0 0.0 32 585.49 0.0104 0.0 5.000 0.052 Vel = 5.92 32 12.52 6.357 T 37.72 22.170 49.933 to 120.0 0.0 37.720 0.0 FM4 598.01 0.0108 0.0 59.890 0.647 Vel = 6.04 FM4 0.0 6.357 T 37.72 48.580 50.580 to 120.0 0.0 37.720 0.0 FM 598.01 0.0108 0.0 86.300 0.933 Vel = 6.04 FM 637.17 6.357 E 17.603 20.000 51.513 to 120.0 0.0 17.603 0.0 TR 1235.18 0.0414 0.0 37.603 1.555 Vel = 12.49 TR 0.0 6.357 E 17.603 12.000 53.068 to 120.0 S 40.235 108.131 5.197 - BR 1235.18 0.0414 B 12.573 120.131 4.968 Vel = 12.49 1 37.72 BR 0.0 6.357 2E 35.205 7.330 63.233 to 120.0 0.0 35.205 0.433 FLG 1235.18 0.0414 0.0 42.535 1.759 Vel = 12.49 FLG 0.0 6.16 E 20.084 5.000 65.425 to 140.0 0.0 20.084 1.949 DI 1235.18 0.0362 0.0 25.084 0.909 Vel = 13.30 Dl 0.0 5.86 5E 89.466 156.500 68.283 to 150.0 G 3.834 134.199 0.0 UG 1235.18 0.0407 S 40.899 290.699 11.826 Vel = 14.69 UG 0.0 7.68 2E 45.11 52.000 80.109 to 150.0 0.0 45.110 0.0 BF1 1235.18 0.0109 0.0 97.110 1.059 Vel = 8.55 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 14 ''iasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 8.27 3E 85.404 20.000 81.168 to 140.0 Zim 0.0 85.404 11.894 *Fixed Loss _ 11.894 BF2 1235.18 0.0086 0.0 105.404 0.910 Vel = 7.38 BF2 0.0 7.98 G 6.041 55.000 93.972 to 150.0 1 52.855 58.895 0.0 SRC 1235.18 0.0090 0.0 113.895 1.030 Vel = 7.92 250.00 Qa = 250.00 1485.18 95.002 K Factor = 152.37 Computer Programs by Hydratec Inc. Revision: 50.52.1 6 Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Building 14 Building Location : 2426 Town Garden Rd. System : Area #4 Contract : SFP-916 Data iFile : SFP-916 Viasat Bldg 14 ESFR Loading Dock.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Building 14 Date 3-28-18 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 Location: 2426 Town Garden Rd. Drawing no: Date: 3-28-18 Design Remote area number: Area #4 Remote area location: Loading Dock Occupancy classification: Storage Density: ESFR - Gpm/SqFt Area of application: 12 @ 35 psi - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR-17 16.8 Upright No. of sprinklers calculated: 12 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1470.81 -GPM Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department @ 93.7267-Psi Name of contractor: Schmidt Fire Protection Co. Address: 4760 Murphy Canyon Rd. / San Diego, CA 92123 / 858-279-6122 Phone number: 858-279-6122 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Schmidt Fire Protection Co. Page 2 Viasat Building 14 Date 3-28-18 City Water Supply: Demand: Cl - Static Pressure : 98.1 Dl - Elevation : 7.939 C2 - Residual Pressure: 90.9 D2 - System Flow :1220.81 C2 - Residual Flow : 4635 D2 - System Pressure : 96.390 Hose ( Demand) : 250 D3 - System Demand 1470.81 Safety Margin : 0.849 150 140 130 120 :! Rr° E 100 C2 90 80 u 70 R6° E5° 40 30 20 7 Dl ... 10 .. ... . 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52:1 Flow Diagram Schmidt Fire Protection Co. Page 3 Viasat Building 14 Date 3-28-18 99.4 ND - SPRG 102.2 410.2 LD1 LD2 300w- 300 204.9 I 410.2 102.6 LD3 LD4€- 300T I 205.3 I 102.5 41q.6 LD5 LD6 301- 301 205.2 102.6 LD71 I flR-. .01T 205.4 299.2 400.1 LDOE.L LDI9. LD11 LDI2- 302W- .02 199.1 400.1 410.2 300 - 301 _. FM5 I 82.0 I 82q.8 1220.8 40q.1 I 302 FM54- LD 1220.8 5.4 5.4 5.4 8 *-SI-S24--S3<-S44-18 5.4 5.4 I 50.6 50.6 . 5.9 5.9 5.91 Q 4-S54-S64--S74-S8--19 5.9 59 1' I 56.5 56.5 J. 6.1 6.1 6.11 10 4- S9 - $104- S11 S124- 20 6.1 6.1 I 62.6 .L 6.3 11 - 21 I 1' I 691 69 . 7.21 12 - 22 I 76.9 76.2 4. 751 13 23 I 83.6 4. 35.6 14 - 14T4- 24 17.7 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Schmidt Fire Protection Co. Viasat Building 14 50.6 62.6 76.2 48.1 8 -*9 -*10 -,11-*12 -*13 -*14 -*15 56.5 69 83.6 53.3 53.3 53.3 14T-*EI -*E2 -,E3 -*E4 -*34 48.1 48.1 48.1. 15 -, ES -, E6 - E7 .-* E8 -*35 48.1 48.1 37.9 37.9 37. 26 -* E9 -* EIO-* Ell-* E12-4 36 37.9 37.9 I 139.2 I 38 27 -* 37 1 I I 1771.2 177.2 I 38.1. 28 -* 38 I :21.3 215.3 I '384 29 -* 39 I I I 25.7 253.7 I 38. 30 -* 40 '1 I I 29.3 292.3 I 384 31 .-* 41 -r I 331.1 I 36.6 32 -* 42 53.3 139.2 215.3 292.3 889.7 853.1 853.1 34 -* 35 -* 36 - 37 -* 38 -+ 39 -* 40 -* 41 -* LD - 42 *- 43 - 44 - FM3- FM 101.3 177.2 253.7 331.1 853.1 853.1 45.3 45.3 56.5 69 83.6 139.2 215.3 292.3 367.7 1220.8 1220.8 1220.8 1220.8 8 - FM1- FM2- 18 - 19 - 20 - 21 - 22 +- 23 - 24 - 26 - 27 - 28 - 29 - 30 - 31 - 32 - FM4- FM - TR - BR (-- FLG4- DI - UG - BFI- BF2- SRC 45.3 50.6 62.6 76.2 101.3 177.2 253.7 331.1 367.7 1220.8 1220.8 1220.8 1220.8 Computer Programs by Hydratec Inc. Revision: 50.52.1 53.3 101.3 Page 4 Date 3-28-18 Fittings Used Summary Schmidt Fire Protection Co. Viasat Building 14 Fitting Legend Abbrev. Name B NFPA 13 Butterfly Valve E NFPA 13 90' Standard Elbow F NFPA 13 45' Elbow G NFPA 13 Gate Valve S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Zim Wilkins 375ADA Page 5 Date 3-28-18 % % 1 11/4 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 o o 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivulerit lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . 'I he fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFacLoi 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 Schmidt Fire Protection Co. Page 6 \iasat Building 14 Date 3-28-18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. HD 0.0 16.8 35.0 na 99.39 1.0 1 35.0 LD1 14.33 K = K @ SPRG 42.68 na 102.24 LD2 14.33 K = K @ SPRG 43.03 na 102.66 300T 14.33 43.97 na LD3 14.33 KK@SPRG 42.96 na 102.58 LD4 14.33 K = K @ SPRG 43.05 na 102.68 LD5 14.33 K=K@SPRG 42.9 na 102.51 LD6 14.33 K = K @ SPRG 43.07 na 102.71 301T 14.33 44.02 na LD7 14.33 K = K @ SPRG 43.01 na 102.63 LD8 14.33 K=K@SPRG 43.09 na 102.73 LD9 14.33 K = K @ SPRG 40.33 na 99.39 LD10 14.33 K = K @ SPRG 40.61 na 99.73 LD11 14.33 K=K@SPRG 40.9 na 100.09 LDI2 14.33 K=K@SPRG 41.52 na 100.85 302T 14.33 44.76 na 300 13.5 47.29 na 301 13.5 47.34 na 302 13.5 47.94 na FM5 13.5 48.16 na 8 13.92 53.26 na Si 15.5 52.58 na S2 15.5 52.58 na S3 15.5 52.6 na S4 15.5 52.6 na 9 13.92 53.25 na S5 15.5 52.58 na S6 15.5 52.58 na S7 15.5 52.6 na S8 15.5 52.6 na 10 13.92 53.24 na S9 15.5 52.57 na S1O 15.5 52.58 na Sli 15.5 52.6 na S12 15.5 52.6 na 11 13.92 53.23 na 12 13.92 53.22 na 13 13.92 53.21 na 14 13.92 53.19 na 141 15.5 52.21 na El 15.5 51.93 na E2 15.5 51.72 na E3 15.5 50.86 na E4 15.5 50.67 na 15 13.92 53.19 na E5 15.5 51.73 na E6 15.5 51.03 na E7 15.5 50.88 na E8 15.5 50.4 na 26 13.5 53.5 na E9 13.5 51.77 na E10 13.5 51.31 na Eli 13.5 51.21 na E12 13.5 51.11 na 27 13.5 53.51 na 28 13.5 53.52 na 29 13.5 53.53 na 30 13.5 53.55 na 31 13.5 53.57 na 32 13.5 53.58 na 34 13.5 50.83 na 35 13.5 50.83 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard Schmidt Fire Protection Co. Page 7 Viasat Building 14 Date 3-28-18- Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 36 13.5 50.82 na 37 13.5 50.82 na 38 13.5 50.81 na 39 13.5 50.79 na 40 13.5 50.78 na 41 13.5 50.76 na LD 13.5 50.76 na 42 13.5 50.88 na 43 13.5 51.06 na 44 13.5 51.24 na FM3 13.5 52.09 na FM1 13.5 53.47 na FM2 13.5 53.48 na 18 13.5 53.49 na 19 13.5 53.49 na 20 13.5 53.49 na 21 13.5 53.49 na 22 13.5 53.49 na 23 13.5 53.49 na 24 13.5 53.49 na FM4 13.5 53.85 na FM 13.5 54.23 na TR 13.5 55.75 na BR 1.5 65.81 na FLG 0.5 67.15 na Dl -4.0 69.99 na UG -4.0 81.57 na BF1 -4.0 82.6 na BF2 4.0 95.38 na SRC -4.0 96.39 na 250.0 The maximum velocity is 15.78 and it occurs in the pipe between nodes 3011 and 301 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. .. Page 8 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn HD 99.39 1.61 T 8.0 9.000 35.000 K Factor = 16.80 to 120.0 0.0 8.000 0.0 SPRG 99.39 0.3137 0.0 17.000 5.333 Vel = 15.66 0.0 99.39 40.333 K Factor = 15.65 LDI 102.24 3.26 2E 18.815 14.330 42.679 K Factor @ node SPRG to 120.0 0.0 18.815 0.0 LD2 102.24 0.0107 0.0 33.145 0.353 Vel = 3.93 LD2 102.66 3.26 T 20.159 4.250 43.032 K Factor @ node SPRG to 120.0 0.0 20.159 0.0 300T 204.9 0.0385 0.0 24.409 0.940 Vel = 7.88 300T 205.26 3.26 T 20.159 1.080 43.972 to 120.0 0.0 20.159 0.359 300 410.16 0.1391 0.0 21.239 2.955 Vel = 15.77 0.0 410.16 47.286 KFactor= 59.65 LD3 102.58 3.26 0.0 8.000 42.963 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 LD4 102.58 0.0106 0.0 8.000 0.085 Vel = 3.94 LD4 102.68 3.26 T 20.159 3.750 43.048 K Factor @ node SPRG to 120.0 0.0 20.159 0.0 300T 205.26 0.0386 0.0 23.909 0.924 Vel = 7.89 0.0 205.26 43.972 K Factor = 30.95 LD5 102.51 3.26 0.0 16.000 42.904 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 LD6 102.51 0.0107 0.0 16.000 0.171 Vel = 3.94 LD6 102.71 3.26 T 20.159 4.250 43.075 K Factor @ node SPRG to 120.0 0.0 20.159 0.0 301T 205.22 0.0386 0.0 24.409 0.943 Vel = 7.89 301T 205.37 3.26 T 20.159 1.080 44.018 to 120.0 0.0 20.159 0.359 301 410.59 0.1394 0.0 21.239 2.960 Vel = 15.78 0.0 410.59 47.337 K Factor = 59.68 LD7 102.63 3.26 0.0 8.000 43.007 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 LD8 102.63 0.0107 0.0 8.000 0.086 Vel = 3.94 LD8 102.74 3.26 T 20.159 3.750 43.093 K Factor © node SPRG to 120.0 0.0 20.159 0.0 301T 205.37 0.0387 0.0 23.909 0.925 Vel = 7.89 0.0 205.37 44.018 K Factor = 30.95 LD9 99.39 3.26 2E 18.815 8.580 40.333 K Factor @ node SPRG to 120.0 0.0 18.815 0.0 LD10 99.39 0.0101 0.0 27.395 0.276 Vel = 3.82 LD10 99.73 3.26 0.0 8.000 40.609 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 LD11 199.12 0.0366 0.0 8.000 0.293 Vel = 7.65 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 9 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn LD1 1 100.09 3.26 0.0 8.000 40.902 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 LD12 299.21 0.0775 0.0 8.000 0.620 Vet = 11.50 LDI2 100.85 3.26 T 20.159 4.250 41.522 K Factor@ node SPRG to 120.0 0.0 20.159 0.0 302T 400.06, 0.1328 0.0 24.409 3.242 Vet = 15.38 302T 0.0 3.26 T 20.159 1.080 44.764 to 120.0 0.0 20.159 0.359 302 400.06 0.1328 0.0 21.239 2.821 Vel= 15.38 0.0 400.06 47.944 K Factor = 57.78 300 410.16 6.357 0.0 9.500 47.286 to 120.0 0.0 0.0 0.0 301 410.16 0.0054 0.0 9.500 0.051 Vet = 4.15 301 410.59 6.357 T 37.72 4.670 47.337 to 120.0 0.0 37.720 0.0 FMS 820.75 0.0194 0.0 42.390 0.823 Vet = 8.30 0.0 820.75 48.160 K Factor = 118.27 302 400.06 6.357 T 37.72 4.250 47.944 to 120.0 0.0 37.720 0.0 FMS 400.06 0.0051 0.0 41.970 0.216 Vet = 4.04 FMS 820.75 6.357 T 37.72 26.420 48.160 to 120.0 0.0 37.720 0.0 LD 1220.81 0.0405 0.0 64.140 2.595 Vet = 12.34 0.0 1220.81 50.755 K Factor= 171.36 8 5.37 2.157 T 12.307 10.250 53.256 to 120.0 E 6.153 18.460 -0.684 Si 5.37 0.0003 0.0 28.710 0.009 Vet = 0.47 SI 0.0 2.157 0.0 9.580 52.581 to 120.0 0.0 0.0 0.0 S2 5.37 0.0003 0.0 9.580 0.003 Vet = 0.47 S2 0.0 2.157 4E 24.613 21.830 52.584 to 120.0 0.0 24.613 0.0 S3 5.37 0.0003 0.0 46.443 0.016 Vet = 0.47 S3 0.0 2.157 0.0 8.670 52.600 to 120.0 0.0 0.0 0.0 S4 5.37 0.0003 0.0 8.670 0.003 Vet = 0.47 S4 0.0 2.157 E 6.153 27.170 52.603 to 120.0 T 12.307 18.460 0.866 18 5.37 0.004. 0.0 45.630 0.016 Vet = 0.47 0.0 5.37 53.485 K Factor = 0.73 9 5.85 2.157 T 12.307 10.670 53.249 to 120.0 E 6.153 18.460 -0.684 S5 5.85 0.0004 0.0 29.130 0.011 Vet = 0.51 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 10 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S5 0.0 2.157 0.0 10.920 52.576 to 120.0 0.0 0.0 0.0 S6 5.85 0.0005 0.0 10.920 0.005 Vet = 0.51 S6 0.0 2.157 4E 24.613 18.920 52.581 to 120.0 0.0 24.613 0.0 S7 5.85 0.0004 0.0 43.533 0.017 Vet = 0.51 S7 0.0 2.157 0.0 8.670 52.598 to 120.0 0.0 0.0 0.0 S8 5.85 0.0005 0.0 8.670 0.004 Vet = 0.51 S8 0.0 2.157 E 6.153 27.170 52.602 to 120.0 T 12.307 18.460 0.866 19 5.85 0.0004 0.0 45.630 0.018 Vel = 0.51 0.0 5.85 53.486 K Factor = 0.80 10 6.13 2.157 2T 24.613 10.670 53.242 to 120.0 0.0 24.613 -0.684 S9 6.13 0.0004 0.0 35.283 0.015 Vel = 0.54 S9 0.0 2.157 0.0 10.920 52.573 to 120.0 0.0 0.0 0.0 S1O 6.13 0.0005 0.0 10.920 0.005 Vet = 0.54 S1O 0.0 2.157 4E 24.613 21.080 52.578 to 120.0 0.0 24.613 0.0 S11 6.13 0.0004 0.0 45.693 0.020 Vet = 0.54 SI1 0.0 2.157 0.0 8.170 52.598 to 120.0 0.0 0.0 0.0 S12 6.13 0.0004 0.0 8.170 0.003 Vel = 0.54 S12 0.0 2.157 E 6.153 26.420 52.601 to 120.0 T 12.307 18.460 0.866 20 6.13 0.0004 0.0 44.880 0.020 Vet = 0.54 0.0 6.13 53.487 K Factor = 0.84 11 6.34 2.157 7E 43.073 81.830 53.232 to 120.0 3T 36.92 79.994 0.182 21 6.34 0.0005 0.0 161.824 0.074 Vet = 0.56 0.0 6.34 53.488 K Factor = 0.87 12 7.21 2.157 5E 30.767 76.920 53.223 to 120.0 3T 36.92 67.687 0.182 22 7.21 0.0006 0.0 144.607 0.085 Vet = 0.63 0.0 7.21 53.490 K Factor = 0.99 13 7.46 2.157 7E 43.073 80.000 53.210 to 120.0 31 36.92 79.994 0.182 23 7.46 0.0006 0.0 159.994 0.100 Vet = 0.65 0.0 7.46 53.492 K Factor = 1.02 14 -35.56 2.157 2T 24.613 1.580 53.194 to 120.0 0.0 24.613 -0.684 141 -35.56 -0.0113 0.0 26.193 -0.296 Vet = 3.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 11 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14T 53.28 2.157 7E 43.073 77.580 52.214 to 120.0 T 12.307 55.381 0.866 24 17.72 0.0031 0.0 132.961 0.413 Vel = 1.56 0.0 17.72 53.493 K Factor = 2.42 8 -50.64 4.26 0.0 8.670 53.256 to 120.0 0.0 0.0 0.0 9 -50.64 -0.0008 0.0 8.670 -0.007 Vel = 1.14 9 -5.85 4.26 0.0 7.170 53.249 to 120.0 0.0 0.0 0.0 10 -56.49 -0.0010 0.0 7.170 -0.007 Vel = 1.27 10 -6.14 4.26 0.0 9.000 53.242 to 120.0 0.0 0.0 0.0 11 -62.63 -0.0011 0.0 9.000 -0.010 Vel = 1.41 11 -6.33 4.26 0.0 6.250 53.232 to 120.0 0.0 0.0 0.0 12 -68.96 -0.0014 0.0 6.250 -0.009 Vel = 1.55 12 -7.21 4.26 0.0 7.920 53.223 to 120.0 0.0 0.0 0.0 13 -76.17 -0.0016 0.0 7.920 -0.013 Vel = 1.71 13 -7.46 4.26 0.0 7.830 53.210 to 120.0 0.0 0.0 0.0 14 -83.63 -0.0020 0.0 7.830 -0.016 Vel = 1.88 14 35.56 4.26 0.0 8.750 53.194 to 120.0 0.0 0.0 0.0 15 -48.07 -0.0007 0.0 8.750 -0.006 Vel = 1.08 0.0 -48.07 53.188 K Factor = -6.59 141 -53.28 2.157 0.0 11.750 52.214 to 120.0 0.0 0.0 0.0 El -53.28 -0.0238 0.0 11.750 -0.280 Vel = 4.68 El 0.0 2.157 0.0 9.000 51.934 to 120.0 0.0 0.0 0.0 E2 -53.28 -0.0238 0.0 9.000 -0.214 Vel = 4.68 E2 0.0 2.157 4E 24.613 11.500 51.720 to 120.0 0.0 24.613 0.0 E3 -53.28 -0.0238 0.0 36.113 -0.860 Vel = 4.68 E3 0.0 2.157 0.0 8.000 50.860 to 120.0 0.0 0.0 0.0 E4 -53.28 -0.0239 0.0 8.000 -0.191 Vel = 4.68 E4 0.0 2.157 E 6.153 11.250 50.669 to 120.0 1 12.307 18.460 0.866 34 -53.28 -0.0238 0.0 29.710 -0.707 Vel = 4.68 0.0 -53.28 50.828 K Factor = -7.47 15 -48.07 2.157 1 12.307 20.750 53.188 to 120.0 E 6.153 18.460 -0.684 E5 -48.07 -0.0197 0.0 39.210 -0.773 Vel = 4.22 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 12 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E5 0.0 2.157 4E 24.613 10.830 51.731 to 120.0 0.0 24.613 0.0 E6 -48.07 -0.0197 0.0 35.443 -0.698 Vel = 4.22 E6 0.0 2.157 0.0 8.000 51.033 to 120.0 0.0 0.0 0.0 E7 -48.07 -0.0196 0.0 8.000 -0.157 Vel = 4.22 E7 0.0 2.157 2E 12.307 11.750 50.876 to 120.0 0.0 12.307 0.0 E8 -48.07 -0.0197 0.0 24.057 -0.474 Vel = 4.22 E8 0.0 2.157 E 6.153 4.000 50.402 to 120.0 T 12.307 18.460 0.866 35 -48.07 -0.0197 0.0 22.460 -0.442 Vel = 4.22 0.0 -48.07 50.826 K Factor = -6.74 26 -37.85 2.157 T 12.307 94.000 53.502 to 120.0 5E 30.767 43.074 0.0 E9 -37.85 -0.0127 0.0 137.074 -1.735 Vel = 3.32 E9 0.0 2.157 4E 24.613 11.500 51.767 to 120.0 0.0 24.613 0.0 E10 -37.85 -0.0127 0.0 36.113 -0.457 Vel = 3.32 EIO 0.0 2.157 0.0 8.000 51.310 to 120.0 0.0 0.0 0.0 Eli -37.85 -0.0126 0.0 8.000 -0.101 Vel = 3.32 Eli 0.0 2.157 0.0 8.000 51.209 to 120.0 0.0 0.0 0.0 E12 -37.85 -0.0126 0.0 8.000 -0.101 Vel = 3.32 E12 0.0 2.157 E 6.153 4.000 51.108 to 120.0 T 12.307 18.460 0.0 36 -37.85 -0.0127 0.0 22.460 -0.285 Vel = 3.32 0.0 -37.85 50.823 K Factor = -5.31 27 -37.99 2.157 2T 24.613 125.000 53.508 to 120.0 10E 61.534 86.147 0.0 37 -37.99 -0.0127 0.0 211.147 -2.690 Vel = 3.34 0.0 -37.99 50.818 K Factor = -5.33 28 -38.14 2.157 21 24.613 125.000 53.518 to 120.0 10E 61.534 86.147 0.0 38 -38.14 -0.0128 0.0 211.147 -2.710 Vel = 3.35 0.0 -38.14 50.808 K Factor = -5.35 29 -38.35 2.157 2T 24.613 125.000 53.532 to 120.0 10E 61.534 86.147 0.0 39 -38.35 -0.0130 0.0 211.147 -2.738 Vel= 3.37 0.0 - -38.35 50.794 K Factor =-5.38. 30 -38.59 2.157 2T 24.613 125.000 53.548 to 120.0 10E 61.534 86.147 0.0 40 -38.59 -0.0131 0.0 211.147 -2.770 Vel = 3.39 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 13 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -38.59 50.778 K Factor = -5.42 31 -38.86 2.157 2T 24.613 125.000 53.565 to 120.0 10E 61.534 86.147 0.0 41 -38.86 -0.0133 0.0 211.147 -2.804 Vel = 3.41 0.0 -38.86 50.761 K Factor = -5.45 32 -36.62 2.157 2T 24.613 128.920 53.584 to 120.0 12E 73.84 98.453 0.0 42 -36.62 -0.0119 0.0 227.373 -2.707 Vel = 3.22 0.0 -36.62 50.877 K Factor = -5.13 34 -53.28 6.357 0.0 13.330 50.828 to 120.0 0.0 0.0 0.0 35 -53.28 -0.0002 0.0 13.330 -0.002 Vel = 0.54 35 -48.07 6.357 0.0 7.000 50.826 to 120.0 0.0 0.0 0.0 36 -101.35 -0.0004 0.0 7.000 -0.003 Vel = 1.02 36 -37.85 6.357 0.0 7.170 50.823 to 120.0 0.0 0.0 0.0 37 -139.2 -0.0007 0.0 7.170 -0.005 Vel = 1.41 37 -37.99 6.357 0.0 8.580 50.818 to 120.0 0.0 0.0 0.0 38 -177.19 -0.0012 0.0 8.580 -0.010 Vel = 1.79 38 -38.14 6.357 0.0 8.580 50.808 to 120.0 0.0 0.0 0.0 39 -215.33 -0.0016 0.0 8.580 -0.014 Vel = 2.18 39 -38.35 6.357 0.0 7.170 50.794 to 120.0 0.0 0.0 0.0 40 -253.68 -0.0022 0.0 7.170 -0.016 Vel = 2.56 40 -38.59 6.357 0.0 6.170 50.778 to 120.0 0.0 0.0 0.0 41 -292.27 -0.0028 0.0 6.170 -0.017 Vel = 2.95 41 -38.85 6.357 0.0 1.500 50.761 to 120.0 0.0 0.0 0.0 LD -331.12 -0.0040 0.0 1.500 -0.006 Vel = 3.35 LD 1220.81 6.357 0.0 5.420 50.755 to 120.0 0.0 0.0 0.0 42 889.69 0.0225 0.0 5.420 0.122 Vel = 8.99 42 -36.62 6.357 0.0 8.750 50.877 to 120.0 0.0 0.0 0.0 43 853.07 0.0209 0.0 8.750 0.183 Vel = 8.62 43 0.0 6.357 0.0 8.750 51.060 to 120.0 0.0 0.0 0.0 44 853.07 0.0208 0.0 8.750 0.182 Vel = 8.62 44 0.0 6.357 1 37.72 2.830 51.242 to 120.0 0.0 37.720 0.0 FM3 853.07 0.0209 0.0 40.550 0.846 Vel = 8.62 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 14 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FM3 0.0 6.357 1 37.72 64.830 52.088 to 120.0 0.0 37.720 0.0 FM 853.07 0.0208 0.0 102.550 2.138 Vel = 8.62 0.0 853.07 54.226 K Factor = 115.85 8 45.27 4.26 2F 10.534 19.080 53.256 to 120.0 T 26.334 36.868 0.182 FM1 45.27 0.0006 0.0 55.948 0.036 Vel = 1.02 FMI 0.0 6.357 1 37.72 70.330 53.474 to 120.0 0.0 37.720 0.0 FM2 45.27 0.0001 0.0 108.050 0.009 Vel = 0.46 FM2 0.0 6.357 0.0 19.080 53.483 to 120.0 0.0 0.0 0.0 18 45.27 0.0001 0.0 19.080 0.002 Vel = 0.46 18 5.37 6.357 0.0 8.170 53.485 to 120.0 0.0 0.0 0.0 19 50.64 0.0001 0.0 8.170 0.001 Vel = 0.51 19 5.85 6.357 0.0 8.670 53.486 to 120.0 0.0 0.0 0.0 20 56.49 0.0001 0.0 8.670 0.001 Vel = 0.57 20 6.14 6.357 0.0 7.170 53.487 to 120.0 0.0 0.0 0.0 21 62.63 0.0001 0.0 7.170 0.001 Vel = 0.63 21 6.33 6.357 0.0 7.170 53.488 to 120.0 0.0 0.0 0.0 22 68.96 0.0003 0.0 7.170 0.002 Vel = 0.70 22 7.21 6.357 0.0 7.920 53.490 to 120.0 0.0 0.0 0.0 23 76.17 0.0003 0.0 7.920 0.002 Vel = 0.77 23 7.46 6.357 0.0 6.000 53.492 to 120.0 0.0 0.0 0.0 24 83.63 0.0002 0.0 6.000 0.001 Vel = 0.85 24 17.72 6.357 0.0 20.830 53.493 to 120.0 0.0 0.0 0.0 26 101.35 0.0004 0.0 20.830 0.009 Vel = 1.02 26 37.85 6.357 0.0 8.420 53.502 to 120.0 0.0 0.0 0.0 27 139.2 0.0007 0.0 8.420 0.006 Vel = 1.41 27 37.99 6.357 0.0 8.580 53.508 to 120.0 0.0 0.0 0.0 28 177.19 0.0012 0.0 8.580 0.010 Vel = 1.79 28 38.14 6.357 0.0 8.580 53:518 to 120.0 0.0 0.0 0.0 29 215.33 0.0016 0.0 8.580 0.014 Vel = 2.18 29 38.35 6.357 0.0 7.170 53.532 to 120.0 0.0 0.0 0.0 30 253.68 0.0022 0.0 7.170 0.016 Vel = 2.56 30 38.59 6.357 0.0 6.173 53.548 to 120.0 0.0 0.0 0.0 31 292.27 0.0028 0.0 6.173 0.017 Vel = 2.95 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 15 Viasat Building 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31 38.85 6.357 0.0 5.000 53.565 to 120.0 0.0 0.0 0.0 32 331.12 0.0038 0.0 5.000 0.019 Vel = 3.35 32 36.62 6.357 T 37.72 22.170 53.584 to 120.0 0.0 37.720 0.0 FM4 367.74 0.0044 0.0 59.890 0.263 Vel = 3.72 FM4 0.0 6.357 T 37.72 48.580 53.847 to 120.0 0.0 37.720 0.0 FM 367.74 0.0044 0.0 86.300 0.379 Vet = 3.72 FM 853.07 6.357 E 17.603 20.000 54.226 to 120.0 0.0 17.603 0.0 TR 1220.81 0.0405 0.0 37.603 1.522 Vel = 12.34 TR 0.0 6.357 E 17.603 12.000 55.748 to 120.0 S 40.235 108.131 5.197 BR 1220.81 0.0405 B 12.573 120.131 4.861 Vel = 12.34 T 37.72 BR 0.0 6.357 E 17.603 5.000 65.806 to 120.0 0.0 17.603 0.433 FLG 1220.81 0.0405 0.0 22.603 0.915 Vel = 12.34 FLG 0.0 6.16 E 20.084 5.000 67.154 to 140.0 0.0 20.084 1.949 Dl 1220.81 0.0355 0.0 25.084 0.890 Vet = 13.14 Dl 0.0 5.86 5E 89.466 156.500 69.993 to 150.0 G 3.834 134.199 0.0 UG 1220.81 0.0398 S 40.899 290.699 11.573 Vet = 14.52 UG 0.0 7.68 2E 45.11 52.000 81.566 to 150.0 0.0 45.110 0.0 BFI 1220.81 0.0107 0.0 97.110 1.036 Vel = 8.46 BF1 0.0 8.27 3E 85.404 20.000 82.602 to 140.0 Zim 0.0 85.404 11.890 Fixed Loss 11.89 BF2 1220.81 0.0084 0.0 105.404 0.890 Vel = 7.29 BF2 0.0 7.98 G 6.041 55.000 95.382 to 150.0 1 52.855 58.895 0.0 SRC 1220.81 0.0089 0.0 113.895 1.008 Vet = 7.83 250.00 Qa = 250.00 1470.81 96.390 K Factor = 149.81 Computer Programs by Hydratec Inc. Revision: 50.52.1 4W Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Building 14 - L2 GRID RA#1 Building Location : 2426 Town Garden Rd. System : RA#1 Contract : SFP-916 Data File : SFP-916 Viasat Bldg 14 L2 GRID RA#1 PEAKED.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Building 14- L2 GRID RA#1 Date 4-11-15 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 - L2 GRID Location: 2426 Town Garden Rd. Drawing no: Date: 4-11-15 Design Remote area number: RA#1 Remote area location: Occupancy classification: OFFICE - LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 990 - SqFt Coverage per sprinkler: 150 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 13 In-rack demand: N/A - GPM Hose streams: 100 -GPM Total water required (including hose streams): 339.240 -GPM @ 62.237 - Psi Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department Name of contractor: Schmidt Fire Protection Co Address: 4760 Murphy Canyon Rd. / San Diego, CA 92123 / (858) 279-612 Phone number: 858-279-6122 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Schmidt Fire Protection Co. Page 2 Viasat Building 14 - L2 GRID RA#1 Date 4-11-15 City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 12.776 C2 - Residual Pressure: 90.9 D2 - System Flow : 239.24 C2 - Residual Flow : 3850 D2 - System Pressure : 62.356 Hose ( Demand) :100 D3 - System Demand : 339.24 Safety Margin : 33.884 150 140 130 p120 R11° E10° :f± ___ _____ C2 S90 80 u 70 R6° DL E5° 40 30 20 10 --Dl- ... ... ... _____ 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Schmidt Fire Protection Co. Viasat Building 14 - L2 GRID RA#1 16.3 P1 <- LI I 30.9 16. P2 <- L2 I 14.3 16. P3 <- L3 1 I 2.2 15. P4 <- L4 I 17.4 154 P5 <- L5 1 I 32.8 15. P6 <- L6 19 P7 <-. L7 I 27.6 184 P8 <- L8 19 174 P9 <- L9 1 I 8.7 17j P10<- LIO 1' I 26.3 18.V P11<- LII 25.6 P12<- L12 I I 2.5 26.1 P13<- L13 47.2 14.3 17.4 48.6 MI - LI -, L2 - L3 <- L4 <- L5 <- L6 - M21 1 30.9 2.2 32.8 I 47.2 I 46.6 9 26.3 M2 -<- L7 -, L8 ._ L9 _- LIO<- L11 +- M22 1 27.6 8.7 45.2 I 93.8 I 23 28.6 M3 - L12<- L13<- M23 I 2.5 I 116.9 I 12.3 M4 <- M24 I 1046 134.7 I 12.' M5 <-. M25 -r t I 91. 147.3 I 121 M6 <-. M26 -r I 79.9 I 13.4 M7 <- M27 I I - I 66.f 66.5 I 13. 1, M8 <- M28 I I I 53.4 53.4 Computer Programs by Hydratec nc. Revision: 50.52.1 Page 3 Date 4-11-15 Flow Diagram Schmidt Fire Protection Co. Page 4 'Jiasat Building 14 - L2 GRID RA#1 Date 4-11-15 I 13.2 M9 - M29 I 40. 40.2 I 13. M1O- M30 1' I I 26.T 26.7 I 13. MII(- M31 I 13. 13.3 I 13. M12- M32 47.2 116.9 91.9 66.5 40.2 13.3 93.8 1 10416 t 79.9 53.4 26.7 I 12. 12.T 12 48.6 1244 I 1471.3 79.9 53.4 26.7 M21- M22- M23- M24- M25- M26- M49-* M27-* M28-, M29-* M30-* M31-, M32 93.8 134.7 159.3 66.5 40.2 13.3 239.2 239.2 239.2 239.2 M49- TR2*- BR2- FLG- DI UG - BFI- ME- SRC 239.2 239.2 239.2 339.2 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. Page 5 Viasat Building 14- L2 GRID RA#1 Date 4-11-15 Fitting Legend Abbrev. Name 1/2 ¼ 1 1114 11/2 2 21/2 3 31/ 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 NFPA1390StaridardElbow 1 2 2 3 4 5 0 7 0 10 12 14 10 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 Zim Wilkins 375ADA 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 No te.- Fitting lerjend I)rUVi(lf* equivalent pipe lengths for IiltirIN types of varioi.is 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 diamotors othor than Schod 10 par NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Press,pre / Flow Summary - STANDARD Schmidt Fire Protection Co. Page 6 Viasat Building 14- L2 GRID RA#1 Date 4-11-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. P1 25.5 5.6 8.47 na 16.3 0.1 150 7.0 P2 25.5 5.6 8.75 na 16.56 0.1 150 7.0 P3 25.5 5.6 8.68 na 16.5 0.1 165 7.0 P4 30.0 5.6 7.4 na 15.24 0.1 120 7.0 P5 30.0 5.6 7.56 na 15.39 0.1 120 7.0 P6 30.0 5.6 7.95 na 15.79 0.1 120 7.0 P7 25.5 5.6 11.56 na 19.04 0.1 150 7.0 P8 25.5 5.6 11.05 na 18.61 0.1 150 7.0 P9 30.0 5.6 9.92 na 17.64 0.1 120 7.0 P10 30.0 5.6 9.94 na 17.65 0.1 120 7.0 P11 25.5 5.6 11.36 na 18.87 0.1 150 7.0 P12 25.5 5.6 20.85 na 25.57 0.1 150 7.0 P13 25.5 5.6 21.68 na 26.07 0.1 150 7.0 Mi 28.0 28.32 na Li 29.0 8.52 na L2 29.0 8.42 na L3 29.0 8.31 na L4 29.0 8.31 na L5 29.0 8.47 na L6 29.0 8.88 na M2 28.0 28.33 na L7 29.0 11.59 na L8 29.0 11.01 na L9 29.0 10.97 na L10 29.0 10.99 na Lii 29.0 11.36 na M3 28.0 28.45 na L12 29.0 22.92 na L13 29.0 22.92 na M4 28.0 28.62 na M5 28.0 28.74 na M6 28.0 28.81 na M7 28.0 28.92 na M8 28.0 28.99 na M9 28.0 29.04 na M10 28.0 29.06 na Mill 28.0 29.07 na M12 28.0 29.07 na M21 28.0 31.84 na M22 28.0 31.87 na M23 28.0 31.97 na M24 28.0 32.14 na M25 28.0 32.35 na M26 28.0 32.8 na M49 28.0 33.33 na M27 28.0 33.17 na M28 28.0 33.11 na M29 28.0 33.07 na M30 28.0 33.05 na M31 28.0 33.04 na TR2 28.0 3412 na BR2 1.5 46.95 na FLG 0.5 47.42 na Dl -4.0 49.42 na UG -4.0 49.98 na BF1 -4.0 50.04 na BF2 -4.0 62.26 na 100.0 SRC -4.0 62.36 na The maximum velocity is 9.68 and it occurs in the pipe between nodes P13 and Li 3 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 7 Viasat Building 14- L2 GRID RA#1 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P1 16.30 1.049 3E 6.0 6.500 8.473 K Factor= 5.60 to 120.0 T 5.0 11.000 -1.516 LI 16.3 0.0891 0.0 17.500 1.560 Vel = 6.05 0.0 16.30 8.517 K Factor = 5.59 P2 16.56 1.049 2E 4.0 4.000 8.747 K Factor = 5.60 to 120.0 T 5.0 9.000 -1.516 L2 16.56 0.0918 0.0 13.000 1.194 Vel = 6.15 0.0 16.56 8.425 K Factor = 5.71 P3 16.50 1.049 2E 4.0 3.500 8.681 K Factor= 5.60 to 120.0 T 5.0 9.000 -1.516 L3 16.5 0.0912 0.0 12.500 1.140 Vel = 6.13 0.0 16.50 8.305 K Factor = 5.73 P4 15.24 1.049 T 5.0 1.000 7.404 K Factor = 5.60 to 120.0 0.0 5.000 0.433 L4 15.24 0.0788 0.0 6.000 0.473 Vel = 5.66 0.0 15.24 8.310 KFactor= 5.29 P5 15.39 1.049 T 5.0 1.000 7.556 K Factor = 5.60 to 120.0 0.0 5.000 0.433 L5 15.39 0.0802 0.0 6.000 0.481 Vel = 5.71 0.0 15.39 8.470 K Factor = 5.29 P6 15.79 1.049 T 5.0 1.000 7.946 K Factor = 5.60 to 120.0 0.0 5.000 0.433 L6 15.79 0.0840 0.0 6.000 0.504 Vel = 5.86 0.0 15.79 8.883 K Factor = 5.30 P7 19.04 1.049 2E 4.0 4.000 11.560 K Factor= 5.60 to 120.0 T 5.0 9.000 -1.516 L7 19.04 0.1188 0.0 13.000 1.544 Vel = 7.07 0.0 19.04 11.588 K Factor = 5.59 P8 18.61 1.049 2E 4.0 4.000 11.047 K Factor = 5.60 to 120.0 T 5.0 9.000 -1.516 L8 18.61 0.1139 0.0 13.000 1.481 Vel = 6.91 0.0 18.61 11.012 K Factor= 5.61 P9 17.64 1.049 T 5.0 1.000 9.920 K Factor= 5.60 -to 120.0 0.0 5.000 0.433 . L9 17.64 0.1032 0.0 6.000 0.619 Vel = 6.55 0.0 17.64 10.972 K Factor = 5.33 P10 17.65 1.049 T 5.0 1.000 9.939 K Factor= 5.60 to 120.0 0.0 5.000 0.433 LIO 17.65 0.1033 0.0 6.000 0.620 Vel = 6.55 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 8 Viasat Building 14 - L2 GRID RA#i Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 17.65 10.992 K Factor = 5.32 P11 18.87 1.049 2E 4.0 4.000 11.356 K Factor = 5.60 to 120.0 T 5.0 9.000 -1.516 Lii 18.87 0.1168 0.0 13.000 1.519 Vel = 7.01 0.0 18.87 11.359 K Factor = 5.60 P12 25.57 1.049 3E 6.0 6.500 20.851 K Factor =5.60 to 120.0 T 5.0 11.000 -1.516 L12 25.57 0.2050 0.0 17.500 3.588 Vel = 9.49 0.0 25.57 22.923 K Factor = 5.34 P13 26.07 1.049 2E 4.0 4.000 21.677 K Factor= 5.60 to 120.0 T 5.0 9.000 -1.516 L13 26.07 0.2125 0.0 13.000 2.763 Vel = 9.68 0.0 26.07 22.924 K Factor = 5.44 Ml -47.21 1.442 8E 29.728 106.000 28.325 to 120.0 T 7.432 37.160 -0.433 LI -47.21 -0.1353 0.0 143.160 -19.375 Vel = 9.27 Li 16.30 1.442 0.0 1.500 8.517 to 120.0 0.0 0.0 0.0 L2 -30.91 -0.0613 0.0 1.500 -0.092 Vel = 6.07 L2 16.57 1.442 0.0 8.000 8.425 to 120.0 0.0 0.0 0.0 L3 -14.34 -0.0150 0.0 8.000 -0.120 Vel = 2.82 L3 16.50 1.442 0.0 10.000 8.305 to 120.0 0.0 0.0 0.0 L4 2.16 0.0005 0.0 10.000 0.005 Vel = 0.42 L4 15.23 1.442 0.0 7.500 8.310 to 120.0 0.0 0.0 0.0 L5 17.39 0.0213 0.0 7.500 0.160 Vel = 3.42 L5 15.40 1.442 0.0 6.000 8.470 to 120.0 0.0 0.0 0.0 L6 32.79 0.0688 0.0 6.000 0.413 Vel = 6.44 L6 15.78 1.442 21 14.864 143.000 8.883 to 120.0 0.0 14.864 0.433 M21 48.57 0.1427 0.0 157.864 22.523 Vel = 9.54 0.0 48.57 31.839 KFactor= 8.61 M2 -46.63 1.442 2T 14.864 101.000 28.332 to 120.0 2E 7.432 22.296 -0.433 L7 -46.63 -0.1323 0.0 123.296 -16.311 Vel = 9.16 L7 19.04 1.442 0.0 11.500 11.588 to 120.0 0.0 0.0 0.0 L8 -27.59 -0.0501 0.0 11.500 -0.576 Vel = 5.42 L8 18.61 1.442 0.0 6.330 11.012 to 120.0 0.0 0.0 0.0 L9 -8.98 -0.0063 0.0 6.330 -0.040 Vel = 1.76 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 9 Viasat Building 14 - L2 GRID RA#i Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn L9 17.64 1.442 0.0 3.330 10.972 to 120.0 0.0 0.0 0.0 LIO 8.66 0.0060 0.0 3.330 0.020 Vel = 1.70 LiO 17.65 1.442 0.0 8.000 10.992 to 120.0 0.0 0.0 0.0 Lii 26.31 0.0459 0.0 8.000 0.367 Vel = 5.17 Lii 18.87 1.442 2T 14.864 146.000 11.359 to 120.0 0.0 14.864 0.433 M22 45.18 0.1248 0.0 160.864 20.076 Vel = 8.88 0.0 45.18 31.868 K Factor = 8.00 M3 -23.04 1.442 2T 14.864 127.000 28.450 to 120.0 0.0 14.864 -0.433 L12 -23.04 -0.0359 0.0 141.864 -5.094 Vel = 4.53 L12 25.57 1.442 0.0 1.500 22.923 to 120.0 0.0 0.0 0.0 L13 2.53 0.0007 0.0 1.500 0.001 Vel = 0.50 L13 26.07 1.442 2T 14.864 146.000 22.924 to 120.0 0.0 14.864 0.433 M23 28.6 0.0536 0.0 160.864 8.616 Vel = 5.62 0.0 28.60 31.973 K Factor = 5.06 M4 12.30 1.442 4T 29.728 276.000 28.617 to 120.0 2E 7.432 37.160 0.0 M24 12.3 0.0112 0.0 313.160 3.522 Vel = 2.42 0.0 12.30 32.139 KFactor= 2.17 M5 12.66 1.442 4T 29.728 275.000 28.740 to 120.0 0.0 29.728 0.0 M25 12.66 0.0119 0.0 304.728 3.613 Vel = 2.49 0.0 12.66 32.353 K Factor = 2.23 M6 11.99 1.442 4T 29.728 305.000 28.812 to 120.0 10E 37.16 66.888 0.0 M26 11.99 0.0107 0.0 371.888 3.991 Vel = 2.36 0.0 11 .99 32.803 K Factor = 2.09 M7 13.39 1.442 4T 29.728 279.000 28.920 to 120.0 4E 14.864 44.592 0.0 M27 13.39 0.0131 0.0 323.592 4.255 Vel = 2.63 0.0 13.39 .. -. 33.175 . KFactor= 2.32 M8 13.13 1.442 4T 29.728 280.000 28.991 to 120.0 4E 14.864 44.592 0.0 M28 13.13 0.0127 0.0 324.592 4.120 Vel = 2.58 0.0 13.13 33.111 KFactor= 2.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams S,phmidt Fire Protection Co. . . Page 10 Viasat Building 14- L2 GRID RA#1 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn M9 13.24 1.442 3T 22.296 279.000 29.044 to 120.0 3E 11.148 33.444 0.0 M29 13.24 0.0129 0.0 312.444 4.026 Vet = 2.60 0.0 13.24 33.070 K Factor = 2.30 MIO 13.47 1.442 3T 22.296 274.000 29.057 to 120.0 E 3.716 26.012 0.0 M30 13.47 0.0133 0.0 300.012 3.992 Vet = 2.65 0.0 13.47 33.049 K Factor = 2.34 Mil 13.35 1.442 4T 29.728 274.000 29.068 to 120.0 0.0 29.728 0.0 M31 13.35 0.0131 0.0 303.728 3.971 Vet = 2.62 0.0 13.35 33.039 K Factor = 2.32 M12 13.34 1.442 4T 29.728 274.000 29.070 to 120.0 0.0 29.728 12.127 M32 13.34 0.0131 0.0 303.728 3.966 Vet = 2.62 0.0 13.34 45.163 K Factor = 1.99 Ml 47.21 3.26 0.0 3.000 28.325 to 120.0 0.0 0.0 0.0 M2 47.21 0.0023 0.0 3.000 0.007 Vet = 1.81 M2 46.63 3.26 0.0 13.000 28.332 to 120.0 0.0 0.0 0.0 M3 93.84 0.0091 0.0 13.000 0.118 Vet = 3.61 M3 23.04 3.26 0.0 12.210 28.450 to 120.0 0.0 0.0 0.0 M4 116.88 0.0137 0.0 12.210 0.167 Vet = 4.49 M4 -12.30 3.26 0.0 11.080 28.617 to 120.0 0.0 0.0 0.0 M5 104.58 0.0111 0.0 11.080 0.123 Vet = 4.02 M5 -12.66 3.26 0.0 8.290 28.740 to 120.0 0.0 0.0 0.0 M6 91.92 0.0087 0.0 8.290 0.072 Vet = 3.53 M6 -12.00 3.26 0.0 16.000 28.812 to 120.0 0.0 0.0 0.0 M7 79.92 0.0068 0.0 16.000 0.108 Vet = 3.07 M7 -13.38 3.26 0.0 14.670 28.920 to 120.0 0.0 0.0 0.0 M8 66.54 0.0048 0.0 14.670 0.071 Vet = 2.56 M8 -13.14 3.26 0.0 16500 28.991 to 120.0 0.0 0.0 0.0 M9 53.4 0.0032 0.0 16.500 0.053 Vet = 2.05 M9 -13.24 3.26 0.0 7.250 29.044 to ... 120.0 0.0 0.0 0.0. .. M10 40.16 0.0018 0.0 7.250 0.013 Vet = 1.54 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 11 Viasat Building 14 - L2 GRID RA#1 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M10 -13.48 3.26 0.0 11.500 29.057 to 120.0 0.0 0.0 0.0 Mil 26.68 0.0010 0.0 11.500 0.011 Vel = 1.03 Mu -13.34 3.26 0.0 11.000 29.068 to 120.0 0.0 0.0 0.0 M12 13.34 0.0002 0.0 11.000 0.002 Vel = 0.51 0.0 13.34 29.070 K Factor = 2.47 M21 48.57 3.26 0.0 11.000 31.839 to 120.0 0.0 0.0 0.0 M22 48.57 0.0026 0.0 11.000 0.029 Vel = 1.87 M22 45.19 3.26 0.0 11.500 31.868 to 120.0 0.0 0.0 0.0 M23 93.76 0.0091 0.0 11.500 0.105 Vel = 3.60 M23 28.60 3.26 0.0 11.210 31.973 to 120.0 0.0 0.0 0.0 M24 122.36 0.0148 0.0 11.210 0.166 VeI= 4.70 M24 12.30 3.26 0.0 12.080 32.139 to 120.0 0.0 0.0 0.0 M25 134.66 0.0177 0.0 12.080 0.214 Vel = 5.18 M25 12.66 3.26 0.0 21.500 32.353 to 120.0 0.0 0.0 0.0 M26 147.32 0.0209 0.0 21.500 0.450 Vel = 5.66 M26 12.00 3.26 T 20.159 1.580 32.803 to 120.0 0.0 20.159 0.0 M49 159.32 0.0242 0.0 21.739 0.525 Vel = 6.12 M49 -239.24 3.26 T 20.159 2.580 33.328 to 120.0 0.0 20.159 0.0 M27 -79.92 -0.0067 0.0 22.739 -0.153 Vel = 3.07 M27 13.38 3.26 0.0 13.330 33.175 to 120.0 0.0 0.0 0.0 M28 -66.54 -0.0048 0.0 13.330 -0.064 Vel = 2.56 M28 13.14 3.26 0.0 12.750 33.111 to 120.0 0.0 0.0 0.0 M29 -53.4 -0.0032 0.0 12.750 -0.041 Vel = 2.05 M29 13.24 3.26 0.0 11.000 33.070 to 120.0 0.0 0.0 0.0 M30 -40.16 -0.0019 0.0 11.000 -0.021 Vel = 1.54 M30 13.48 3.26 0.0 11.500 33.049 to 120.0 0.0 0.0 0.0 M31 -26.68 -0.0009 0.0 11.500 -0.010 Vel = 1.03 M31 13.34 3.26 0.0 11.000 33.039 to 120.0 0.0 0.0 12.127 M32 -13.34 -0.0003 0.0 11.000 -0.003 Vel = 0.51 0.0 -13.34 45.163 K Factor = -1.99 M49 239.24 4.26 E 13.167 43.330 33.328 . to 120.0 0.0 13.167 0.0 TR2 239.24 0.0139 0.0 56.497 0.788 Vel = 5.39 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 12 Viasat Building 14 - L2 GRID RA#1 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn TR2 0.0 4.26 B 15.8 26.000 34.116 to 120.0 S 28.968 71.102 11.477 BR2 239.24 0.0139 T 26.334 97.102 1.354 Vel = 5.39 BR2 0.0 6.357 E 17.603 5.000 46.947 to 120.0 0.0 17.603 0.433 FLG 239.24 0.0020 0.0 22.603 0.045 Vel = 2.42 FLG 0.0 6.16 E 20.084 5.000 47.425 to 140.0 0.0 20.084 1.949 DI 239.24 0.0017 0.0 25.084 0.043 Vel = 2.58 Dl 0.0 5.86 5E 89.466 156.500 49.417 to 150.0 G 3.834 134.199 0.0 UG 239.24 0.0020 S 40.899 290.699 0.568 Vel = 2.85 UG 0.0 7.68 2E 45.11 52.000 49.985 to 150.0 0.0 45.110 0.0 BF1 239.24 0.0005 0.0 97.110 0.051 Vel = 1.66 BFI 0.0 8.27 3E 85.404 20.000 50.036 to 140.0 Zim 0.0 85.404 12.182 * Fixed Loss = 12.182 BF2 239.24 0.0004 0.0 105.404 0.044 Vel = 1.43 BF2 100.00 7.98 G 6.041 55.000 62.262 Qa = 100 to 150.0 T 52.855 58.895 0.0 SRC 339.24 0.0008 0.0 113.895 0.094 Vel = 2.18 0.0 339.24 62.356 K Factor = 42.96 Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Building 14 - L2 GRID TAILBACKS RA#2 Building Location System RA#2 Contract Data File : SFP-916 Viasat Bldg 14 L2 TAILBACKS.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Page 1 Date 4-11-15 Schmidt Fire Protection Co. Viasat Building 14 - L2 GRID TAILBACKS RA#2 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 - L2 GRID TAILBACKS Location: Drawing no: Date: 4-11-15 Design Remote area number: RA#2 Remote area location: Occupancy classification: OFFICE - LIGHT HAZARD Density: .10 - Gpm/SqFt Area of application: 990 - SqFt Coverage per sprinkler: 150 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 12 In-rack demand: - GPM Hose streams: 100 -GPM Total water required (including hose streams): 325.212 -GPM Type of system: Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor: Schmidt Fire Protection Co Address: 4760 Murphy Canyon Rd. I San Diego, CA 92123 /(858) 279-612 Phone number: Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 64.196-Psi - Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Schmidt Fire Protection Co. Page 2 Viasat Building 14 - L2 GRID TAILBACKS RA#2 Date 4-11-15 City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 14.725 C2 - Residual Pressure: 90.9 D2 - System Flow : 225.203 C2 - Residual Flow : 3850 D2 - System Pressure : 63.552 Hose ( Demand) :100 D3 - System Demand : 325.203 Safety Margin : 32.693 150 140 130 p120 R11° E 100 ___ ____ _____ ____ C2 590 580 u 70 D D2 R6° D E5° 40 30 10 Di_ f20 • - ____ . I I _____ t I I I I _________ I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. Page 3 Viasat Building 14 - L2 GRID TAILBACKS RA#2 Date 4-11-15 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/ 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 Zim Wilkins 375ADA 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 lrii:h 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 adjustod 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 Schmidt Fire Protection Co. \uiasat Building 14 - L2 GRID TAILBACKS RA#2 Page 4 Date 4-11-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 26.5 5.6 7.94 na 15.78 0.1 150 7.0 H2 26.5 5.6 7.84 na 15.68 0.1 150 7.0 H3 30.0 5.6 7.17 na 15.0 0.2 75 7.0 H4 30.0 5.6 7.63 na 15.47 0.1 75 7.0 H5 30.0 5.6 7.36 na 15.19 0.1 120 7.0 H6 30.0 5.6 8.35 na 16.18 0.1 120 7.0 H7 30.0 5.6 11.51 na 19.0 0.1 150 7.0 H8 25.5 5.6 12.86 na 20.09 0.1 100 7.0 H9 26.5 5.6 15.54 na 22.08 0.1 120 7.0 H10 26.5 5.6 16.08 na 22.45 0.1 120 7.0 Hil 30.0 5.6 17.15 na 23.19 0.1 225 7.0 H12 25.5 5.6 20.09 na 25.1 0.1 150 7.0 Ml 28.0 27.63 na M2 28.0 27.63 na M3 28.0 27.61 na M4 28.0 27.58 na M5 28.0 27.52 na Gi 29.0 7.64 na G2 29.0 7.78 na G3 29.0 8.07 na G4 29.0 8.55 na G5 29.0 9.07 na G6 29.0 9.31 na G7 29.0 12.65 na G8 29.0 14.28 na R6 29.0 17.47 na G10 29.0 17.82 na Gil 29.0 18.6 na G12 29.0 21.24 na R7 29.0 22.66 na M8 28.0 27.58 na M9 28.0 27.67 na M10 28.0 27.69 na Mil 28.0 27.71 na M12 28.0 27.71 na M6 28.0 27.45 na M7 28.0 27.46 na M21 28.0 34.29 na M22 28.0 34.29 na M23 28.0 34.31 na M24 28.0 34.34 na M25 28.0 34.4 na M26 28.0 34.58 na M49 28.0 34.86 na M27 28.0 34.57 na M28 28.0 34.47 na M29 28.0 34.4 na M30 28.0 34.36 na M31 28.0 34.35 na TR2 28.0 35.56 na BR2 1.5 48.25 na FLG 0.5 48.72 na Dl -4.0 50.71 na UG -4.0 51.22 na BF1 -4.0 51.26 na BF2 -4.0 63.51 na SRC -40 63.55 na 100.0 The maximum velocity is 26.bl and it occurs in the pipe between nodes G8 and R6 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 5 Viasat Building 14 - L2 GRID TAILBACKS RA#2 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 15.78 1.049 3E 6.0 3.250 7.942 K Factor = 5.60 to 120.0 0.0 6.000 -1.083 Gi 15.78 0.0840 0.0 9.250 0.777 Vel = 5.86 0.0 15.78 7.636 K Factor = 5.71 H2 15.68 1.049 2E 4.0 3.250 7.845 K Factor = 5.60 to 120.0 T 5.0 9.000 -1.083 G2 15.68 0.0830 0.0 12.250 1.017 Vel = 5.82 0.0 15.68 7.779 K Factor = 5.62 H3 15.00 1.049 T 5.0 1.000 7.175 K Factor= 5.60 to 120.0 0.0 5.000 0.433 G3 15.0 0.0763 0.0 6.000 0.458 Vel = 5.57 0.0 15.00 8.066 K Factor = 5.28 H4 15.47 1.049 T 5.0 1.000 7.630 K Factor = 5.60 to 120.0 0.0 5.000 0.433 G4 15.47 0.0810 0.0 6.000 0.486 Vel = 5.74 0.0 15.47 8.549 K Factor = 5.29 H5 15.19 1.049 2E 4.0 7.330 7.359 K Factor= 5.60 to 120.0 T 5.0 9.000 0.433 G5 15.19 0.0783 0.0 16.330 1.278 Vel = 5.64 0.0 15.19 9.070 K Factor = 5.04 H6 16.18 1.049 T 5.0 1.000 8.348 K Factor = 5.60 to 120.0 0.0 5.000 0.433 G6 16.18 0.0878 0.0 6.000 0.527 Vel = 6.01 0.0 16.18 9.308 K Factor = 5.30 H7 19.00 1.049 T 5.0 1.000 11.507 K Factor= 5.60 to 120.0 0.0 5.000 0.433 G7 19.0 0.1183 0.0 6.000 0.710 Vel = 7.05 0.0 19.00 12.650 K Factor = 5.34 H8 20.09 1.049 3E 6.0 11.330 12.864 K Factor = 5.60 to 120.0 T 5.0 11.000 -1.516 G8 20.09 0.1312 0.0 22.330 2.929 Vel = 7.46 0.0 20.09 14.277 KFactor= 5.32 H9 22.08 1.049 3E 6.0 10.500 15.540 K Factor = 5.60 to - 120.0 T 5.0 11.000 -1.083 - GIO 22.08 0.1562 0.0 21.500 3.358 Vel = 8.20 0.0 22.08 17.815 K Factor= 5.23 H10 22.45 1.049 3E 6.0 6.500 16.077 K Factor =5.60 to 120.0 T 5.0 11.000 -1.083 GIO 22.45 0.1612 0.0 17.500 2.821 Vel = 8.33 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Sphmidt Fire Protection Co. Page 6 Viasat Building 14 - L2 GRID TAILBACKS RA#2 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.45 17.815 K Factor = 5.32 Hil 23.19 1.049 T 5.0 1.000 17.145 K Factor = 5.60 to 120.0 0.0 5.000 0.433 Gil 23.19 0.1712 0.0 6.000 1.027 Vet = 8.61 0.0 23.19 18.605 K Factor = 5.38 H12 25.10 1.049 2E 4.0 4.500 20.085 K Factor = 5.60 to 120.0 T 5.0 9.000 -1.516 G12 25.1 0.1981 0.0 13.500 2.674 Vet = 9.32 0.0 25.10 21.243 KFactor = 5.45 Mi 16.76 1.442 3T 22.296 282.000 27.633 to 120.0 8E 29.728 52.024 0.0 M21 16.76 0.0199 0.0 334.024 6.655 Vet = 3.29 0.0 16.76 34.288 K Factor = 2.86 M2 17.36 1.442 4T 29.728 276.000 27.632 to 120.0 2E 7.432 37.160 0.0 M22 17.36 0.0213 0.0 313.160 6.660 Vet = 3.41 0.0 17.36 34.292 K Factor = 2.96 M3 17.67 1.442 4T 29.728 275.000 27.614 to 120.0 0.0 29.728 0.0 M23 17.67 0.0220 0.0 304.728 6.694 Vet = 3.47 0.0 17.67 34.308 K Factor = 3.02 M4 17.51 1.442 4T 29.728 276.000 27.577 to 120.0 2E 7.432 37.160 0.0 M24 17.51 0.0216 0.0 313.160 6.765 Vet = 3.44 0.0 17.51 34.342 K Factor = 2.99 M5 17.94 1.442 4T 29.728 275.000 27.520 to 120.0 0.0 29.728 0.0 M25 17.94 0.0226 0.0 304.728 6.885 Vet = 3.52 0.0 17.94 34.405 K Factor = 3.06 GI 15.78 1.442 0.0 8.000 7.636 to 120.0 0.0 0.0 0.0 G2 15.78 0.0179 0.0 8.000 0.143 Vet = 3.10 G2 15.69 1.442 .. 0.0 4.500 7.779 to 120.0 0.0 0.0 0.0 G3 31.47 0.0638 0.0 4.500 0.287 Vet = 6.18 G3 15.00 1.442 0.0 3.670 8.066 to 120.0 0.0 0.0 0.0 G4 46.47 0.1316 0.0 3.670 0.483 Vet = 9.13 G4 15.47 1.442 0.0 2.330 8.549 to 120.0 0.0 0.0 0.0 G5 61.94 0.2236 0.0 2.330 0.521 Vet = 12.17 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 7 Viasat Building 14- L2 GRID TAILBACKS RA#2 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn G5 15.19 1.442 0.0 0.710 9.070 to 120.0 0.0 0.0 0.0 G6 77.13 0.3352 0.0 0.710 0.238 Vel = 15.15 G6 16.18 1.442 0.0 7.000 9.308 to 120.0 0.0 0.0 0.0 G7 93.31 0.4774 0.0 7.000 3.342 Vel = 18.33 G7 18.99 1.442 0.0 2.420 12.650 to 120.0 0.0 0.0 0.0 G8 112.3 0.6723 0.0 2.420 1.627 Vel = 22.06 G8 20.09 1.442 0.0 3.500 14.277 to 120.0 0.0 0.0 0.0 R6 132.39 0.9117 0.0 3.500 3.191 Vel = 26.01 R6 -105.79 1.442 2T 14.864 304.000 17.468 to 120.0 IOE 37.16 52.024 0.433 M26 26.6 0.0468 0.0 356.024 16.674 Vel = 5.23 0.0 26.60 34.575 K Factor = 4.52 R6 105.79 1.442 21 14.864 1.000 17.468 to 120.0 0.0 14.864 0.433 M6 105.79 0.6022 0.0 15.864 9.553 Vel = 20.78 0.0 105.79 27.454 K Factor = 20.19 G10 44.53 1.442 0.0 6.500 17.815 to 120.0 0.0 0.0 0.0 Gil 44.53 0.1215 0.0 6.500 0.790 Vel = 8.75 Gil 23.19 1.442 0.0 10.000 18.605 to 120.0 0.0 0.0 0.0 G12 67.72 0.2638 0.0 10.000 2.638 Vel = 13.30 G12 25.09 1.442 0.0 3.000 21.243 to 120.0 0.0 0.0 0.0 R7 92.81 0.4727 0.0 3.000 1.418 Vel = 18.23 R7 -69.29 1.442 21 14.864 278.000 22.661 to 120.0 4E 14.864 29.728 0.433 M27 23.52 0.0373 0.0 307.728 11.480 Vel = 4.62 0.0 23.52 34.574 K Factor = 4.00 R7 69.29 1.442 2T 14.864 1.000 22.661 to 120.0 0.0 14.864 0.433 M7 69.29 0.2753 0.0 15.864 4.367 Vel = 13.61 0.0 69.29 27.461 K Factor = 13.22 MS 17.34 1.442 41 29.728 280.000 . 27.579 . to 120.0 4E 14.864 44.592 0.0 M28 17.34 0.0212 0.0 324.592 6.888 Vel = 3.41 0.0 17.34 34.467 K Factor = 2.95 M9 17.48 1.442 3T 22.296 279.000 27.667 to 120.0 3E 11.148 33.444 0.0 M29 17.48 0.0215 0.0 312.444 6.732 Vel = 3.43 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Sphmidt Fire Protection Co. Page 8 Viasat Building 14- L2 GRID TAILBACKS RA#2 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 17.48 34.399 K Factor = 2.98 MIO 17.79 1.442 3T 22.296 274.000 27.690 to 120.0 E 3.716 26.012 0.0 M30 17.79 0.0222 0.0 300.012 6.674 Vel = 3.49 0.0 17.79 34.364 K Factor = 3.03 Mil 17.62 1.442 4T 29.728 274.000 27.707 to 120.0 0.0 29.728 0.0 M31 17.62 0.0219 0.0 303.728 6.640 Vel = 3.46 0.0 17.62 34.347 K Factor = 3.01 M12 17.61 1.442 4T 29.728 274.000 27.712 to 120.0 0.0 29.728 12.127 M32 17.61 0.0218 0.0 303.728 6.630 Vel = 3.46 0.0 17.61 46.469 K Factor = 2.58 Ml -16.76 3.26 0.0 3.000 27.633 to 120.0 0.0 0.0 0.0 M2 -16.76 -0.0003 0.0 3.000 -0.001 Vel = 0.64 M2 -17.36 3.26 0.0 13.000 27.632 to 120.0 0.0 0.0 0.0 M3 -34.12 -0.0014 0.0 13.000 -0.018 Vel = 1.31 M3 -17.67 3.26 0.0 12.210 27.614 to 120.0 0.0 0.0 0.0 M4 -51.79 -0.0030 0.0 12.210 -0.037 Vel = 1.99 M4 -17.51 3.26 0.0 11.080 27.577 to 120.0 0.0 0.0 0.0 M5 -69.3 -0.0051 0.0 11.080 -0.057 Vel = 2.66 M5 -17.94 3.26 0.0 8.290 27.520 to 120.0 0.0 0.0 0.0 M6 -87.24 -0.0080 0.0 8.290 -0.066 Vel = 3.35 M6 105.79 3.26 0.0 16.000 27.454 to 120.0 0.0 0.0 0.0 M7 18.55 0,0004 0.0 16.000 0.007 Vel = 0.71 M7 69.29 3.26 0.0 14.670 27.461 to 120.0 0.0 0.0 0.0 M8 87.84 0.0080 0.0 14.670 0.118 M8 -17.34 3.26 0.0 16.500 27.579 to 120.0 0.0 0.0 0.0 M9 70.5 0.0053 0.0 16.500 0.088 M9 -17.48 3.26 0.0 7.250 27.667 to 120.0 0.0 0.0 0.0 M10 53.02 0.0032 0.0 7.250 0.023 M10 -17.79 3.26 0.0 11.500 27.690 to 120.0 0.0 0.0 0.0 Mil 35.23 0.0015 0.0 11.500 0.017 Vel = 3.38 VeI= 2.71 Vel= 2.04 Vel= 1.35 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 9 Viasat Building 14 - L2 GRID TAILBACKS RA#2 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Mu -17.62 3.26 0.0 11.000 27.707 to 120.0 0.0 0.0 0.0 M12 17.61 0.0005 0.0 11.000 0.005 Vel = 0.68 0.0 17.61 27.712 K Factor = 3.35 M21 16.76 3.26 0.0 11.000 34.288 to 120.0 0.0 0.0 0.0 M22 16.76 0.0004 0.0 11.000 0.004 Vel = 0.64 M22 17.36 3.26 0.0 11.500 34.292 to 120.0 0.0 0.0 0.0 M23 34.12 0.0014 0.0 11.500 0.016 Vel = 1.31 M23 17.67 3.26 0.0 11.210 34.308 to 120.0 0.0 0.0 0.0 M24 51.79 0.0030 0.0 11.210 0.034 Vel = 1.99 M24 17.51 3.26 0.0 12.080 34.342 to 120.0 0.0 0.0 0.0 M25 69.3 0.0052 0.0 12.080 0.063 Vel = 2.66 M25 17.94 3.26 0.0 21.500 34.405 to 120.0 0.0 0.0 0.0 M26 87.24 0.0079 0.0 21.500 0.170 Vel = 3.35 M26 26.60 3.26 T 20.159 1.580 34.575 to 120.0 0.0 20.159 0.0 M49 113.84 0.0130 0.0 21.739 0.283 Vel = 4.38 M49 -225.21 3.26 T 20.159 2.580 34.858 to 120.0 0.0 20.159 0.0 M27 -111.37 -0.0125 0.0 22.739 -0.284 Vel = 4.28 M27 23.53 3.26 0.0 13.330 34.574 to 120.0 0.0 0.0 0.0 M28 -87.84 -0.0080 0.0 13.330 -0.107 Vel = 3.38 M28 17.34 3.26 0.0 12.750 34.467 to 120.0 0.0 0.0 0.0 M29 -70.5 -0.0053 0.0 12.750 -0.068 Vel = 2.71 M29 17.48 3.26 0.0 11.000 34.399 to 120.0 0.0 0.0 0.0 M30 -53.02 -0.0032 0.0 11.000 -0.035 Vel = 2.04 M30 17.79 3.26 0.0 11.500 34.364 to 120.0 0.0 0.0 0.0 M31 -35.23 -0.0015 0.0 11.500 -0.017 Vel = 1.35 M31 17.62 3.26 0.0 11.000 34.347 to 120.0 0.0 0.0 12.127 M32 -17.61 -0.0005 0.0 11.000 -0.005 Vel = 0.68 0.0 -17.61 46.469 ' ..Fàctor = -2.58' M49 225.20 4.26 E 13.167 43.330 34.858 to 120.0 0.0 13.167 0.0 TR2 225.2 0.0125 0.0 56.497 0.704 Vel = 5.07 TR2 0.0 4.26 B- 15.8 26.000 35.562 to 120.0 S 28.968 71.102 11.477 BR2 225.2 0.0125 T 26.334 97.102 1.210 Vel = 5.07 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. . Page 10 Viasat Building 14 - L2 GRID TAILBACKS RA#2 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR2 0.0 6.357 E 17.603 5.000 48.249 to 120.0 0.0 17.603 0.433 FLG 225.2 0.0018 0.0 22.603 0.041 Vel = 2.28 FLG 0.0 6.16 E 20.084 5.000 48.723 to 140.0 0.0 20.084 1.949 DI 225.2 0.0016 0.0 25.084 0.039 Vel = 2.42 DI 0.0 5.86 5E 89.466 156.500 50.711 to 150.0 G 3.834 134.199 0.0 UG 225.2 0.0017 S 40.899 290.699 0.507 Vel = 2.68 UG 0.0 7.68 2E 45.11 52.000 51.218 to 150.0 0.0 45.110 0.0 BF1 225.2 0.0005 0.0 97.110 0.046 Vel = 1.56 BF1 0.0 8.27 3E 85.404 20.000 51.264 to 140.0 Zim 0.0 85.404 12.205 * Fixed Loss = 12.205 BF2 225.2 0.0004 0.0 105.404 0.038 Vel = 1.35 BF2 0.0 7.98 G 6.041 55.000 63.507 to 150.0 T 52.855 58.895 0.0 SRC 225.2 0.0004 0.0 113.895 0.045 Vel = 1.44 100.00 Qa= 100.00 325.20 63.552 K Factor = 40.79 Computer Programs by Hydratec Inc. Revision: 50.52.1 V Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Bldg 14 Building Location : 2426 Town Garden Rd. System : Area #1 Contract : SFP-916 Data File : SFP-916 Viasat Bldg 14 Upright #1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Bldg 14 Date 3-28-18 HYDRAULIC CALCULATIONS for Project name: Viasat Bldg 14 Location: 2426 Town Garden Rd. Drawing no: Date: 4-18-18 Design Remote area number: Area #1 Remote area location: North Side of Building Occupancy classification: Ordinary Hazard II Density: .2 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: 5.6k QR-SSU 1550 No. of sprinklers calculated: 17 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 757.676 - GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department @ 92.221 - Psi Name of contractor: Schmidt Fire Protection Co. Address: 4760 Murphy Canyon Rd., San Diego, CA 92123 Phone number: 858-279-6122 Name of designer: C. Hollands Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Schmidt Fire Protection Co. Page 2 Viasat Bldg 14 Date 3-28-18 City Water Supply: Demand: Cl - Static Pressure : 98.1 Dl - Elevation : 8.411 C2 - Residual Pressure: 90.9 D2 - System Flow : 507.676 C2 - Residual Flow : 4635 D2 - System Pressure : 92.221 Hose ( Demand) : 250 D3 - System Demand : 757.676 Safety Margin : 5.626 150 140 130 120 Cl _____ _______ _________ __________ R11° ____________ ______________ E100 90 D C2 03 I- 80 u 70 R6° E5° 40 30 20 10 -:D1 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Schmidt Fire Protection Co. Page 3 Viasat Bldg 14 Date 3-28-18 26 HD SPRG 31.4 94.4 158.4 UI <-U2 <-U3 <-U4 <- U5 <-U6 <-200 62.9 125.3 15814 I 158.4 30.1 90.5 151.8 I U7 - U8 - U9 - 'JIO<- 'U11- U124- 201- 60.2 123.9 183.2 26 U13<- A -r I 26 27. U14E-B 26 81 A 4-B <-U15<-U16<--C 53.5 1(6.7 28 U17<- C - 202 166 158.4 507.7 444.5 327.2 220.5 66.8 200<- 201<- 202<- FMI<- 8 <--9 <- 10 <- 11 <-- 12 <- 13 <- 14 <- 15 341.7 5-7.7 384.2 274.9 169.6 59.7 139 162.1 183.1 193 202.5 34 <-35 <-36 <-37 <-38 4-39 <-40 <-41 <-LD<--42 <-FM3<-FM 126.6 150.9 172.8 193 202.5 0 123.5 232.7 338.1 368.6 345.5; 324.6 305.2 FM2-, 18 <-- 19 <_- 20 <- 21 <-- 22 <- 23 .<- 24 <- 26 <- 27 <- 28 <- 29 <- 30 <- 31 <- 32 <- FM4 I 63.2 16C-.4 287.2 381.1 356.8 334.3 314.7 I 0 I 63.2 63.2 18 -* 8 I I I 63. 444.5 I 60. 19 - 9 -r t I 1271.5 384.2 I 571 20 -+ 10 T -r I 18q.4 327.2 I 52. 21 - 11 -r t I 23.7 274.9 I54- 22 -* 12 -r -r I 2871.2 220.5 I 50.9 23 -, 13 -r I 338.1 I 43 24 -*14T--<-14 I I 102.7 I 431 59.7 .L 59-T 14T<- 34 1' I 59.7 66 . .- 15 35 -r I 126.6 12. 26 <-- 36 -r ,t I 369.6 139 I 11. 27 <- 37 I I I 35q.8 150.9 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Qiagram Schmidt Fire Protection Co. Viasat Bldg 14 I 11.a 28 - 38 T I 34.5 162.1 I 10. 29 -. 39 I I I 33..8 172.8 I 10. 30 f- 40 T I I 324J.6 183.1 I 9.91 31 - 41 I 314.7 I 9.5 32 f- 42 I I 305.2 I 305.2 507.7 507.7 507.7 507.7 FM4<— FM +- TR - BR - FLG(— DI - UG - BFI(— BF2— SRC 507.7 507.7 507.7 507.7 Page 4 Date 3-28-18 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. Viasat Bldg 14 Fitting Legend Abbrev. Name E NFPA 13 90' Standard Elbow G NFPA 13 Gate Valve S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Zim Wilkins 375ADA Page 5 Date 3-28-18 1/2 % 1 11/4 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute 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 S€hmidt Fire Protection Co. Page 6 Viasat Bldg 14 Date 3-28-18 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. HD 0.0 5.6 21.56 na 26.0 0.2 130 7.0 Ui 13.5 K= K @ SPRG 33.59 na 31.42 U2 13.5 K= K @ SPRG 33.66 na 31.46 U3 13.5 K= K @ SPRG 33.92 na 31.57 U4 13.5 K=K@SPRG 34.41 na 31.8 U5 13.5 K= K @ SPRG 35.26 na 32.19 U6 13.5 36.69 na U7 13.5 K=K@SPRG 30.82 na 30.1 U8 13.5 K= K @ SPRG 30.89 na 30.13 U9 13.5 K = K @ SPRG 31.13 na 30.25 U10 13.5 K= K@ SPRG 31.58 na 30.47 Uli 13.5 KK@SPRG 32.36 na 30.84 U12 13.5 K = K @ SPRG 33.68 na 31.46 U13 15.42 5.6 21.56 na 26.0 0.2 130 7.0 U14 11.0 5.6 24.09 na 27.48 0.1 190 7.0 A 13.5 25.58 na B 13.5 25.58 na U15 13.5 K= K @ SPRG 25.77 na 27.52 U16 13.5 K = K @ SPRG 26.15 na 27.72 U17 15.42 5.6 24.97 na 27.98 0.2 130 7.0 C 13.5 K = K @ SPRG 29.17 na 29.28 200 13.5 62.3 na 201 13.5 62.31 na 202 13.5 62.35 na FMI 13.5 62.5 na 8 13.5 63.57 na 9 13.5 63.95 na 10 13.5 64.19 na 11 13.5 64.41 na 12 13.5 - 64.52 na 13 13.5 64.62 na 14 13.5 64.68 na 34 13.5 68.55 na 35 13.5 68.55 na 36 13.5 68.56 na 37 13.5 68.56 na 38 13.5 68.57 na 39 13.5 68.58 na 40 13.5 68.59 na 41 13.5 68.59 na LD 13.5 68.59 na 42 13.5 68.6 na FM3 13.5 68.69 na FM2 13.5 68.04 na 18 13.5 68.04 na 19 13.5 68.05 na 20 13.5 68.05 na 21 13.5 68.06 na 22 13.5 68.07 na 23 13.5 68.09 na 24 13.5 68.12 na 26 13.5 68.21 na 27 13.5 68.25 na 28 13.5 68.29 na 29 13.5 68.32 na 30 13.5 68.35 na 31 13.5 68.37 na 32 13.5 68.4 na 14T 15.5 64.95 na 15 13.5 64.69 na FM4 13.5 68.57 na FM 13.5 68.84 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard Schmidt Fire Protection Co. Page 7 Viasat Bldg 14 Date 3-28-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. TR 13.5 69.13 na BR 1.5 74.87 na FLG 0.5 75.48 na Dl -4.0 77.6 na UG -4.0 79.89 na BF1 -4.0 80.09 na BF2 -4.0 92.02 na SRC -4.0 92.22 na 250.0 The maximum velocity is 16.09 and it occurs in the pipe between nodes U12 and 201 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. . ._. Page 8 Viasat Bldg 14 Date 3-28-18 Hyd. . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn HD 26.00 1.049 T 5.0 1.830 21.556 K Factor = 5.60 to 120.0 0.0 5.000 0.0 SPRG 26.0 0.2114 0.0 6.830 1.444 Vel = 9.65 0.0 26.00 23.000 K Factor= 5.42 Ui 31.42 2.157 0.0 8.580 33.587 K Factor@ node SPRG to 120.0 0.0 0.0 0.0 U2 31.42 0.0090 0.0 8.580 0.077 Vel = 2.76 U2 31.45 2.157 0.0 7.920 33.664 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U3 62.87 0.0323 0.0 7.920 0.256 Vel = 5.52 U3 31.58 2.157 0.0 7.170 33.920 K Factor@ node SPRG to 120.0 0.0 0.0 0.0 U4 94.45 0.0688 0.0 7.170 0.493 Vel = 8.29 U4 31.80 2.157 0.0 7.170 34.413 K Factor@ node SPRG to 120.0 0.0 0.0 0.0 U5 126.25 0.1176 0.0 7.170 0.843 Vel = 11.08 U5 32.19 2.157 0.0 8.000 35.256 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U6 158.44 0.1789 0.0 8.000 1.431 Vel = 13.91 U6 0.0 2.157 3E 18.46 112.420 36.687 to 120.0 T 12.307 30.767 0.0 200 158.44 0.1789 0.0 143.187 25.613 Vel = 13.91 0.0 158.44 62.300 K Factor= 20.07 U7 30.10 2.157 0.0 8.580 30.818 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U8 30.1 0.0083 0.0 8.580 0.071 Vel = 2.64 U8 30.13 2.157 0.0 7.920 30.889 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U9 60.23 0.0299 0.0 7.920 0.237 Vel = 5.29 U9 30.24 2.157 0.0 7.170 31.126 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U10 90.47 0.0635 0.0 7.170 0.455 Vel = 7.94 UIO 30.47 2.157 0.0 7.170 31.581 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 Uli 120.94 0.1085 0.0 7.170 0.778 Vel= 10.62 Uii 30.84 2.157 0.0 8.000 32.359 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U12 151.78 0.1651 0.0 8.000 1.321 Vel = 13.33 U12 31.46 2.157 T 12.307 110.000 33.680 to . .120.0 . 0.0 12.307 0.0 201 183.24 0.2341 0.0 122.307 28.632 0.0 183.24 62.312 U13 26.00 1.049 E 2.0 8.080 21.556 to 120.0 T 5.0 7.000 0.832 A 26.0 0.2114 0.0 15.080 3.188 K Factor @ node SPRG Vel= 16.09 KFactor= 23.21 K Factor = 5.60 Vel = 9.65 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 9 Viasat Bldg 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.00 25.576 K Factor = 5.14 U14 27.48 1.049 E 2.0 4.000 24.087 K Factor= 5.60 to 120.0 T 5.0 7.000 -1.083 B 27.48 0.2344 0.0 11.000 2.578 Vel = 10.20 0.0 27.48 25.582 K Factor = 5.43 A 26.00 2.157 0.0 0.920 25.576 to 120.0 0.0 0.0 0.0 B 26.0 0.0065 0.0 0.920 0.006 Vel = 2.28 B 27.48 2.157 0.0 7.920 25.582 to 120.0 0.0 0.0 0.0 U15 53.48 0.0240 0.0 7.920 0.190 Vel = 4.70 U15 27.53 2.157 0.0 7.330 25.772 K Factor @ node SPRG to 120.0 0.0 0.0 0.0 U16 81.01 0.0517 0.0 7.330 0.379 Vel = 7.11 U16 27.72 2.157 2E 12.307 21.580 26.151 K Factor @ node SPRG to 120.0 0.0 12.307 0.0 C 108.73 0.0891 0.0 33.887 3.021 Vel = 9.55 0.0 108.73 29.172 KFactor= 20.13 U17 27.98 1.049 E 2.0 6.920 24.968 K Factor= 5.60 to 120.0 T 5.0 7.000 0.832 C 27.98 0.2422 0.0 13.920 3.372 Vel = 10.39 C 138.01 2.157 2E 12.307 145.580 29.172 K Factor @ node SPRG to 120.0 T 12.307 24.614 0.0 202 165.99 0.1950 0.0 170.194 33.182 Vel= 14.57 0.0 165.99 62.354 KFactor= 21.02 200 158.44 6.357 0.0 13.000 62.300 to 120.0 0.0 0.0 0.0 201 158.44 0.0009 0.0 13.000 0.012 Vel = 1.60 201 183.24 6.357 0.0 11.000 62.312 to 120.0 0.0 0.0 0.0 202 341.68 0.0038 0.0 11.000 0.042 Vel = 3.45 202 166.00 6.357 0.0 17.830 62.354 to 120.0 0.0 0.0 0.0 FM1 507.68 0.0080 0.0 17.830 0.143 Vel = 5.13 FM1 0.0 4.26 0.0 19.080 62.497 to 120.0 0.0 0.0 0.0 8 507.68 0.0561 0.0 19.080 1.070 Vel = 11.43 8 -63.23 4.26 0.0 8.670 . 63.567 .. .. to 120.0 0.0 0.0 0.0 9 444.45 0.0438 0.0 8.670 0.380 Vel = 10.00 9 -60.25 4.26 0.0 7.170 63.947 to 120.0 0.0 0.0 0.0 10 384.2 0.0335 0.0 7.170' '0.240 VeI 8.65 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Shmidt Fire Protection Co. Page 10 Viasat Bldg 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 -56.96 4.26 0.0 9.000 64.187 to 120.0 0.0 0.0 0.0 11 327.24 0.0249 0.0 9.000 0.224 Vel = 7.37 11 -52.30 4.26 0.0 6.250 64.411 to 120.0 0.0 0.0 0.0 12 274.94 0.0179 0.0 6.250 0.112 Vel = 6.19 12 -54.45 4.26 0.0 7.920 64.523 to 120.0 0.0 0.0 0.0 13 220.49 0.0120 0.0 7.920 0.095 Vel = 4.96 13 -50.93 4.26 0.0 7.830 64.618 to 120.0 0.0 0.0 0.0 14 169.56 0.0074 0.0 7.830 0.058 Vel = 3.82 14 -102.74 4.26 0.0 8.750 64.676 to 120.0 0.0 0.0 0.0 15 66.82 0.0014 0.0 8.750 0.012 Vel = 1.50 0.0 66.82 64.688 K Factor = 8.31 34 59.74 6.357 0.0 13.330 68.550 to 120.0 0.0 0.0 0.0 35 59.74 0.0002 0.0 13.330 0.002 Vel = 0.60 35 66.82 6.357 0.0 5.750 68.552 to 120.0 0.0 0.0 0.0 36 126.56 0.0007 0.0 5.750 0.004 Vel = 1.28 36 12.48 6.357 0.0 8.420 68.556 to 120,0 0.0 0.0 0.0 37 139.04 0.0007 0.0 8.420 0.006 Vel = 1.41 37 11.85 6.357 0.0 8.580 68.562 to 120.0 0.0 0.0 0.0 38 150.89 0.0008 0.0 8.580 0.007 Vel = 1.53 38 11.26 6.357 0.0 8.580 68.569 to 120.0 0.0 0.0 0.0 39 162.15 0.0009 0.0 8.580 0.008 Vel = 1.64 39 10.69 6.357 0.0 7.170 68.577 to 120.0 0.0 0.0 0.0 40 172.84 0.0011 0.0 7.170 0.008 Vel = 1.75 40 10.27 6.357 0.0 6.750 68.585 to 120.0 0.0 0.0 0.0 41 183.11 0.0012 0.0 6.750 0.008 Vel = 1.85 41 9.90 6.357 0.0 0.920 68.593 to 120.0 0.0 0.0 0.0 LD 193.01 0.0022 0.0 0.920 0.002 Vel = 1.95 LD 0.0 6.357. . 0.0 7.170 68.595 to 120.0 0.0 0.0 0.0 42 193.01 0.0013 0.0 7.170 0.009 Vel = 1.95 42 9.51 6.357 T 37.72 18.500 68.604 to 120.0 0.0 37.720 0.0 FM3 202.52 0.0015 0.0 56.220 0.082 Vel = 2.05 FM3 0.0 6.357 T 37.72 65.330 68.686 to 120.0 0.0 37.720 0.0 FM 202.52 0.0015 0.0 103.050 0.150 Vel = 2.05 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 11 Viasat Bldg 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 202.52 68.836 K Factor = 24.41 FM2 0.0 6.357 T 37.72 19.080 68.044 to 120.0 0.0 37.720 0.0 18 0.0 0.0 0.0 56.800 0.0 Vel = 0 18 63.22 6.357 0.0 8.170 68.044 to 120.0 0.0 0.0 0.0 19 63.22 0.0001 0.0 8.170 0.001 Vel = 0.64 19 60.26 6.357 0.0 8.670 68.045 to 120.0 0.0 0.0 0.0 20 123.48 0.0006 0.0 8.670 0.005 Vel = 1.25 20 56.95 6.357 0.0 7.170 68.050 to 120.0 0.0 0.0 0.0 21 180.43 0.0013 0.0 7.170 0.009 Vel = 1.82 21 52.30 6.357 0.0 7.170 68.059 to 120.0 0.0 0.0 0.0 22 232.73 0.0018 0.0 7.170 0.013 Vel = 2.35 22 54.45 6.357 0.0 7.920 68.072 to 120.0 0.0 0.0 0.0 23 287.18 0.0028 0.0 7.920 0.022 Vel = 2.90 23 50.94 6.357 0.0 6.000 68.094 to 120.0 0.0 0.0 0.0 24 338.12 0.0038 0.0 6.000 0.023 Vel = 3.42 24 43.00 6.357 0.0 20.830 68.117 to 120.0 0.0 0.0 0.0 26 381.12 0.0047 0.0 20.830 0.098 Vel = 3.85 26 -12.48 6.357 0.0 8.420 68.215 to 120.0 0.0 0.0 0.0 27 368.64 0.0044 0.0 8.420 0.037 Vel = 3.73 27 -11.86 6.357 0.0 8.580 68.252 to 120.0 0.0 0.0 0.0 28 356.78 0.0041 0.0 8.580 0.035 Vel = 3.61 28 -11.25 6.357 0.0 8.580 68.287 to 120.0 0.0 0.0 0.0 29 345.53 0.0040 0.0 8.580 0.034 Vel = 3.49 29 -10.70 6.357 0.0 7.170 68.321 to 120.0 0.0 0.0 0.0 30 334.83 0.0038 0.0 7.170 0.027 Vel = 3.38 30 -10.26 6.357 0.0 6.750 68.348 to 120.0 0.0 0.0 0.0 31 324.57 0.0034 0.0 6.750 0.023 Vel = 3.28 31 -9.90 6.357 0.0 8.080 ., 68.371 to 120.0 0.0 0.0 0.0 32 314.67 0.0033 0.0 8.080 0.027 Vel = 3.18 32 -9.52 6.357 T 37.72 18.500 68.398 to 120.0 0.0 37.720 0.0 FM4 305.15 0.0031 0.0 56.220 -0.175 Vel = 3.08 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams . Schmidt Fire Protection Co. Page 12 Viasat Bldg 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 305.15 68.573 KFactor= 36.85 18 -63.22 2.157 2T 24.613 75.420 68.044 to 120.0 6E 36.92 61.533 0.0 8 -63.22 -0.0327 0.0 136.953 -4.477 Vel = 5.55 0.0 -63.22 63.567 K Factor = -7.93 19 -60.26 2.157 2T 24.613 75.500 68.045 to 120.0 6E 36.92 61.533 0.0 9 -60.26 -0.0299 0.0 137.033 -4.098 Vel = 5.29 0.0 -60.26 63.947 K Factor = -7.54 20 -56.96 2.157 3T 36.92 75.673 68.050 to 120.0 SE 30.767 67.687 0.0 10 -56.96 -0.0269 0.0 143.360 -3.863 Vel = 5.00 0.0 -56.96 64.187 K Factor = -7.11 21 -52.30 2.157 3T 36.92 78.500 68.059 to 120.0 7E 43.073 79.994 0.0 11 -52.3 -0.0230 0.0 158.494 -3.648 Vel = 4.59 0.0 -52.30 64.411 K Factor = -6.52 22 -54.45 2.157 3T 36.92 75.420 68.072 to 120.0 5E 30.767 67.687 0.0 12 -54.45 -0.0248 0.0 143.107 -3.549 Vel = 4.78 0.0 -54.45 64.523 K Factor = -6.78 23 -50.94 2.157 3T 36.92 78.580 68.094 to 120.0 7E 43.073 79.994 0.0 13 -50.94 -0.0219 0.0 158.574 -3.476 Vel = 4.47 0.0 -50.94 64.618 K Factor = -6.34 24 -42.99 2.157 2T 24.613 75.830 68.117 to 120.0 7E 43.073 67.687 -0.866 14T -42.99 -0.0160 0.0 143.517 -2.299 Vel = 3.77 14T -59.74 2.157 T 12.307 1.920 64.952 to 120.0 0.0 12.307 0.866 14 -102.73 -0.0803 0.0 14.227 -1.142 Vel = 9.02 0.0 -102.73 64.676 K Factor = -12.77 14T 59.74 2.157 SE 30.767 49.750 64.952 to 120.0 T 12.307 43.074 0.866 34 59.74 0.0294 0:0 92:824 2.732 Vel = 5.25 0.0 59.74 68.550 K Factor = 7.22 15 66.82 2.157 7E 43.073 51.330 64.688 to 120.0 T 12.307 55:381 0.0 35 66.82 0.0362 0.0 106.711 3.864 Vel = 5.87 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 13 Viasat Bldg 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 66.82 68.552 K Factor = 8.07 26 12.48 2.157 21 24.613 123.830 68.215 to 120.0 10E 61.534 86.147 0.0 36 12.48 0.0016 0.0 209.977 0.341 Vel = 1.10 0.0 12.48 68.556 KFactor= 1.51 27 11.85 2.157 21 24.613 123.830 68.252 to 120.0 1 O 61.534 86.147 0.0 37 11.85 0.0015 0.0 209.977 0.310 Vel = 1.04 0.0 11.85 68.562 K Factor = 1.43 28 11.25 2.157 21 24.613 123.830 68.287 to 120.0 IOE 61.534 86.147 0.0 38 11.25 0.0013 0.0 209.977 0.282 Vel = 0.99 0.0 11.25 68.569 K Factor = 1.36 29 10.69 2.157 21 24.613 123.830 68.321 to 120.0 10E 61.534 86.147 0.0 39 10.69 0.0012 0.0 209.977 0.256 Vel = 0.94 0.0 10.69 68.577 K Factor 1.29 30 10.27 2.157 21 24.613 123.830 68.348 to 120.0 10E 61.534 86.147 0.0 40 10.27 0.0011 0.0 209.977 0.237 Vel = 0.90 0.0 10.27 68.585 K Factor = 1.24 31 9.90 2.157 21 24.613 123.830 68.371 to 120.0 IOE 61.534 86.147 0.0 41 9.9 0.0011 0.0 209.977 0.222 Vel = 0.87 0.0 9.90 68.593 K Factor = 1.20 32 9.51 2.157 2T 24.613 123.830 68.398 to 120.0 IOE 61.534 86.147 0.0 42 9.51 0.0010 0.0 209.977 0.206 Vel = 0.83 0.0 9.51 68.604 K Factor = 1.15 FM4 305.15 6.357 T 37.72 47.000 68.573 to 120.0 0.0 37.720 0.0 FM 305.15 0.0031 0.0 84.720 0.263 Vel = 3.08 FM 202.53 6.357 E 17.603 19.330 68.836 to 120.0 0.0 17.603 - 0.0 TR 507.68 0.0080 0.0 36.933 0.295 Vel = 5.13 TR 0.0 6.357 F 17.603 12.000 69.131 to - 120.0 T 37.72 55.323 5.197 BR 507.68 0.0080 0.0 67.323 0.538 Vel = 5.13 BR 0.0 6.357 E 17.603 5.000 74.866 to 120.0 0.0 17.603 0.433 FLG 507.68 0.0080 0.0 22.603 0.180 Vel = 5.13 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final calculations - Hazen-Williams I Shmidt Fire Protection Co. Page 14 Viasat Bldg 14 Date 3-28-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FLG 0.0 6.16 E 20.084 5.000 75.479 to 140.0 0.0 20.084 1.949 Dl 507.68 0.0070 0.0 25.084 0.176 Vet = 5.47 Dl 0.0 5.86 5E 89.466 156.500 77.604 to 150.0 G 3.834 134.199 0.0 UG 507.68 0.0079 S 40.899 290.699 2.283 Vet = 6.04 UG 0.0 7.68 2E 45.11 52.000 79.887 to 150.0 0.0 45.110 0.0 BF1 507.68 0.0021 0.0 97.110 0.204 Vet = 3.52 BF1 0.0 8.27 3E 85.404 20.000 80.091 to 140.0 Zim 0.0 85.404 11.756 *Fixed Loss 11.756 BF2 507.68 0.0017 0.0 105.404 0.175 Vet = 3.03 BF2 0.0 7.98 G 6.041 55.000 92.022 to 150.0 T 52.855 58.895 0.0 SRC 507.68 0.0017 0.0 113.895 0.199 Vet = 3.26 250.00 Qa = 250.00 757.68 92.221 K Factor 78.90 Computer Programs by Hydratec Inc. Revision: 50.52.1 VIASAT BRESSI RANCH BUILDING 14 MATERIAL DATA SUBMITTAL FPC20I8-0 118 2426 TOWN GARDEN RD VIASAT BRESSI RANCH (BLDG 14)- SPRINKLER (2 RISERS, 1182 HEADS) TWO-STORY COLD SHELL TILT-UP DEV2016-0015 2132601000 4/2312018 FPC20I 8-0118 0 I. 0 I FIRE SPRINKLERS AND ACCESSORIES I tq 0) Worldwide Fire Protection Contacts Products www.tyco-fure.com Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB. Sprinklers are described in Technical Data Sheet 1FP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and [J installation can permanently dam- agëa Sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.6K, 1/2"NPT TY323 ......Pendent 5.6K, 1/2" NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/p5i1/2 (80,6 LPM/bar"2) Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.. . ...... Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw.-_... .-,Bronze--, Deflector.................Bronze Page 1 of 4 FEBRUARY 2014 TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 - Button 5 - Compression 3 - Sealing Screw ESCUTCHEON PLATE 1/2' 7/16" (11,1 mm) Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN STYLE 15 or 20 RECESSED ESCUTCHEON S * 6 t 7/16' ______ I NOMINAL : (11,1mm) (50,8 mm) MAKE-IN _____ 3IIII (50,8 mm) 2" 13 1 (34,9 mm) WR Fl 1/2' NPT** DEFLECTOR* 2-7/8 (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES 7Y-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE / CH RECESS (USE ONLY FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W- TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position: Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. S S TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the • sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. *care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster;. other.wise,nort, operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. - - Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cáb1ed bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8° DIA. (73,0 mm) 2-1/4° DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8"(15,9 mm) FLUSH I \ J 3/8±5/16' / (9,5±7,9 mm) 1/8 17 SURFACE K -\ MOUNTING / \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-FRB PLATE 3/4° (19,1 mm) FIGURE 4 SERIES TYFRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8° DIA. (73,0 mm) FACE OF SPRINKLER - 2-1/4° DIA. FITTING (57,2 mm) 1/2' (12,7 mm) 5/16±1/4' (7,9±6,4 mm) FLUSH 77, MOUNTING \ . J I SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-FRB PLATE 7/8 (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TEMPERATURE RATINGS 135 135°F (57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) TFPI72 Page 4 of 4 P/N*77_XXX_X_XXX SIN 370 5.6K UPRIGHT (1/2 NPT) TY313 371 5.6K PENDENT (1/2' NPT) TY323 * Use suffix "I' for ISO 71 connection; I 1 3 4 9 SPRINKLER FINISH NATURAL BRASS PURE WHITE (RAL9010)°° POLYESTER SIGNAL WHITE (RAL9003) POLYESTER CHROME PLATED for example. 77-370-4-175-I - Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqcvi TEFLON is trademark of The DuPont Corporation. Fire Protection Products Worldwide Fire Protection Contacts Products www.tyco-fire.com Series RFII - 56 K-factor "Royal Flush II" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General Description The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers Quick Response (3-mm bulb) and Standard Response (5-mm bulb), are decorative sprinklers fea- turing a flat cover plate designed to conceal the sprinkler. These sprinklers are optimal for architecturally sensi- tive areas such as hotel lobbies, office buildings, churches, and restaurants. Each sprinkler includes a Cover Plate! Retainer Assembly and a Sprinkler/ Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. Provides for 1/2 inch (12,7 mm) of vertical adjustment to allow a measure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. The Series RFII Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling installation or finish. The tip of the Pro- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently pushing the ceiling product against the Pro- tective Cap. When ceiling installa- tion is complete, the Protective Cap is removed and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFII Standard Response (5-mm bulb) "Royal Flush II" Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. (Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. Wii•)tL The Series RFll Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY3531 - 3 mm bulb TY3551 - 5 mm bulb Technical Data Sprinkler Approvals Approvals apply only to the service conditions indicated in the Design Criteria section. TY3531 (3 mm Bulb) is UL Listed, C-UL Listed and NYC Approved (MEA 353-01-E) as Quick Response. TY3531 (3 mm Bulb) is VdS Approved (Certificate No. G4090007). TY3531 (3 mm Bulb) is FM and LPCB Approved (Ref. No. 094a/10) as Standard Response. Note: FM and LPCB do not approve concealed sprinklers for quick response. TY3551 (5 mm Bulb) is UL Listed, C-UL Listed, FM Approved, LPCB Approved (Ref. No. 094a/9), and NYC Approved (MEA 353-01-E) as Standard Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFll Standard Response Concealed Sprinkler (TY3551) Maximum Working Pressure Maximum 250 psi (17,3 bar) by UL, C-UL, and NYC Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F (68°C) Sprinkler with 139°F (59°C) Plate 200°F (93°C) Sprinkler with 165°F(74°C) Plate Discharge Coefficient K= 5.6 GPM/psi112 (80,6 LPM/bar1/2) • . Allows installation of the sprinklers and pressure testing of the fire pro- tection system prior to installation of a suspended ceiling or application of the finish coating to a fixed ceiling. Page 1 of 4 APRIL 2016 TFPIBI 1/2 NPT FRAME SUPPOR CUP WITI ROLL FOR THREAD GUIDE PINS (2) DEFLECTOR SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO U RETAINER SUPPORT WITH THREAD CUP UNTIL _- DIMPLES MOUNTING i SURFACE IS EJECTION FLUSH WITH SPRING CEILING / SOLDER -j '-_. COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY EALING SEMBLY • CAP BULB PRESSION CREW LECTOR ROPPED POSITION) TFPI8I Page 2 of 4 Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. Physical Characteristics Frame ............................Bronze Support Cup ............Chrome Plated Steel Guide Pins..................Stainless Steel Deflector ..........................Bronze Compression Screw ..................Brass Bulb ...............................Glass Cap .....................Bronze or Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Cover Plate .........................Brass Retainer............................Brass Ejection Spring ..............Stainless Steel Design Criteria The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency; for example, UL Listing is based on NFPA 13 and VdS Approval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Protection Products at the following office: Enschede, Netherlands Telephone: 31-53-428-4444 Fax: 31-53-428-3377 The Series RFII Concealed Pendent Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. i.iti Do not use the Series RFII in applica- tions where the air pressure above the ceiling is greater than that below. Down drafts through the Sprinkler/Support Cup Assembly can delay sprinkler operation in a fire situation. Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector - supported by the Guide Pins - then drops down to its operational position. The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, activating the sprinkler and allowing water to flow. Installation The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Sprinkler by under- or over-tightening the Sprin- kler/Support Cup Assembly. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler only in the pendent position with the center-line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 4. Wrenôh-tighten the sprinkler using only the RFII Sprinkler Wrench. (Refer to Figure 3.) Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. [] Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. As long as the Protective Cap remains in place, the system is considered "Out of Service". Step 6. After the ceiling has been completed with the 2-1/2 inch (63,5 mm) diameter clearance hole and in preparation for installing the Cover Plate/Retainer Assembly, remove and discard the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the outside edge of the seal is oriented according to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. TFPI8I Page 3 of 4 FACE OF CLEARANCE HOLE SPRINKLER - DIAMETER FITTING DIMENSION C SPRINKLER SUPPORT CUP ASSEMBLY 1/2(12,7mm) THREADED D ADJUSTMENT 1I FACE I OF CEILING, I RETAINING RING I MOUNTING SURFACE / \ I I I I V 3/16 to 11/16 MANUFACTURER DEFLECTOR COVER PLATE (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER REFERENCE 3/32 (2,4 mm) POSITION ASSEMBLY S COVER PLATE COVER PLATE PROFILE DEPTH DIAMETER DIMENSION B DIMENSION A 3-1/4 inches (82,6 mm) C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) 3/16 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS J ARM HI SU CUP FRAME PPORT ...11.II... 7/8 (23 mm) 0 SQUARE ALIGN ARROWS WITH FRAME ARMS J ACCEPTS SOCKET DRIVE FIGURE 3 RFII SPRINKLER WRENCH [1 TFPI8I Page 4 of 4 SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING SEAL BEVEL AS COVER SHOWN PLATE RETAINER ASSEMBLY AIR AND DUST LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551) Step 8. Screw on the Cover Plate! Retainer Assembly until the Retainer (shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer Assembly suf- ficiently to contact the ceiling, you must reposition the Sprinkler Fitting. Care and Maintenance The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceiling requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) Exercise care to avoid damage to sprin- klers before, during, and after instal- lation. Replace sprinklers damaged by dropping, striking, wrench twist- ing, wrench slipping, or the like. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to the Installation section.) If you must remove a sprinkler, do not reinstall it or a replacement without reinstalling the Cover Plate/Retainer Assembly. If a Cover Plate/Retainer Assembly becomes dislodged during service, replace it immediately. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. Limited Wàrráñfp For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name. Sprinkler/Support Cup Assembly Specify: Series RFII (specify SIN), K=5.6, "Royal Flush II" Pendent Sprin- klers (specify) temperature rating and (specify) finish, P/N* (specify): 155°F (68°C) 200°F (93°C) TY3531 51-792-1-155 51-792-1-200 1Y3551 51-790-1-155 51-790-1-200 * Use Suffix "I" for ISO 7-1 connection; for example, 51-792-1-155-I Separately Ordered Cover Plate! Retainer Assembly: Specify: (temperature rating from below) Series RFII Concealed Cover Plate with (finish), P/N (specify). 139°F (59°10)(a) 165°F (74°C)(b) Grey White (RAL9002) .. 56-792-0-135 56-792-0-165 Brass..........56-792-1-135 56-792-1-165 Pure White (c) (RAL9010) .... 56-792-3-135 56-792-3-165 Signal White (RAL9003) .... 56-792-4-135 56-792-4-165 Jet Black (RAL9005) .... 56-792-6-135 59-792-6-165 Brushed Chrome........56-792-8-135 56-792-8-165 Chrome ........56-792-9-135 56-792-9-165 Custom ........56-792-X-135 56-792-X-165 For use with 155°F (68°C) sprinklers. For use with 200°F (93°C) sprinklers. Eastern Hemisphere sales only. Sprinkler Wrench Specify!- RFII Sprinkler Wrenchr P/N 56-000-1-075 Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1-001 S GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. talc TEFLON is trademark of The DuPont Corporation Fire Protection Products The Style 10, 20, 30, 40, and 50 Recessed Escutcheons are redesigna- tions for Central, Gem and Star brands as follows: Style Central Gem Star 10 3211 F700 (1/2") 2085 20 3221 F705(1/2") 2084 30 4221 F705 (3/4") 2086 40 4211 F700 (3/4") 2088 50 307X Note: The Style 15 and 70 Recessed Escutcheons are not redesignated from any of the brands listed in the above table. As a separately ordered option, install Protective Paint Caps (Ref. Figures 8 and 9) to help protect sprinklers while finishing ceilings or walls. The Model Z-392 is suitable for use with the Style 10, 15, 20, 30, 40, or 70 Recessed Escutcheons. The Model Z-84 is suit- able for use with the Style 50 Recessed Escutcheon only. NOTICE The Recessed Escutcheons described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Technical Data Approvals Approval information, as applicable, for the Style 10, 15, 20, 30, 40, 50, and 70 Recessed Escutcheons is detailed in individual pendent and horizontal side- wall sprinkler data sheets that include details of recessed installation. Materials and Finishes Carbon steel chrome plated, white or black coated, or brass plated. Series 300 stainless steel white coated or plain unpolished. (Other colors are available on special request.) tq Worldwide Fire Protection Contacts Products www.tyco-fire.com Two-Piece Recessed Escutcheons and Protec live Paint Caps for Automatic Sprinkler Recessed Installation General Description The TYCO Style 10, 15, 20, 30, 40, 50, and 70 Recessed Escutcheons are designed for recessed installation with certain pendent and horizontal sidewall sprinklers. They are intended for use in areas with finished ceilings or walls, and the adjustment provided by these escutcheons reduces the accuracy to which fixed piping to the sprinklers must be cut, while providing a decora- tive recessed sprinkler installation. Each two-piece escutcheon style pro- vides for recessed sprinkler installa- tions having total adjustments from the flush position as follows: • . Style 10 (1/2 inch NPT) provides up to 3/4 inch (19,1 mm) of total adjustment Style 15 (1/2 inch NPT) provides up to 5/8 inch (15,9 mm) of total adjustment Style 20 (1/2 inch NPT) provides up to 1/2 inch (12,7 mm) of total adjustment Style 30 (3/4 inch NPT) provides up to 1/2 inch (12,7 mm) of total adjustment Style 40 (3/4 inch NPT) provides up to 3/4 inch (19,1 mm) of total adjustment Style 50 (1/2 inch NPT) provides up to 3/8 inch (9,5 mm) of total adjustment Style 70 (3/8 inch NPT) provides up to 3/4 inch (9,1 mm) of total adjust- ment (for use with Series TY-B and TY-FRB 10 mm orifice sprinklers only; see TFP670) IMPORTANT Always refer to Technical Data Sheet TFP 700-for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 JANUARY 2017 TFP770 TFP77O Page 2 of 4 1/2 NPT i 1-15/16' DIA. i MOUNTING (49,2 mm) fl 11/80 PLATE CLOSURE (28,6 mm) Ew ~-L mm-F-zs FLUSH TO 2-7/8" DIA. 1/8° 3/4" (19,1 mm) (73,0 mm) (3,2 mm) FIGURE 1 STYLE 10 ESCUTCHEON, 1/2 INCH NPT - 3/4 INCH ADJUSTMENT 1/2" NPT 1-15/16" DIA. MOUNTING (49,2 mm) i 1" PLATE CLOSURE (25,4 mm) FLUSH TO 2-7/8' DIA. 1/8' 5/8" (15,9 mm) (73,0 mm) - (3,2 mm) FIGURE 2 STYLE 15 ESCUTCHEON 1/2 INCH NPT - 5/8 INCH ADJUSTMENT 1/2' NPT 1-15/16' DIA. MOUNTING (49,2 mm) PLATE 13/16' CLOSURE (20,6 mm) FLUSH TO 2-7/8' DIA. 1/8 1/2' (12,7 mm) (73,0 mm) (3,2 mm) FIGURE 3 STYLE 20 ESCUTCHEON 1/2 INCH NPT - 1/2 INCH ADJUSTMENT 3/4' NPT j 1-15/16" DIA. MOUNTING (49,2 mm) PLATE 13/16 CLOSURE (20,6 mm) ..................... FLUSH TO 2-7/8" DIA. 1/8 1/2' (12,7 mm) (73,0 mm) (3,2 mm) FIGURE 4 STYLE 30 ESCUTCHEON 314 INCH NPT- 112 INCH ADJUSTMENT 3/4" NPT i 1-15/16" DIA. i MOUNTING (49,2 mm) 1-1/8" PLATE CLOSURE (28,6 mm) FLUSH TO 2-7/8' DIA. 1/8" 3/4" (19,1 mm) (73,0 MM) (3,2 mm) FIGURE 5 STYLE 40 ESCUTCHEON 3/4 INCH NPT - 3/4 INCH ADJUSTMENT 1/2" NPT 1-13/16" DIA. MOUNTING ] (46,0 mm) PLATE 13/16" CLOSURE (20,6 mm) __ Lt FLUSH TO 2-7/8" DIA. 3/32" 3/8" (9,5 mm) (73,0 mm) (2,4 mm) FIGURE 6 STYLE 50 ESCUTCHEON 1/2 INCH NPT - 3/8 INCH ADJUSTMENT 3/8" NPT 1-15/16" DIA. i MOUNTING (49,2 mm) PLATE CLOSURE (28,6 mm) FLUSH TO 2-7/8" DIA. 1/8" 3/4" (19,1 mm) (73,0 mm) (3,2 mm) FIGURE 7 STYLE 70 ESCUTCHEON 3/8 INCH NPT - 3/4 INCH ADJUSTMENT Escutcheon Installation Installation information for the Style 10, 15, 20, 30, 40, 50, and 70 Recessed Escutcheons is provided in individual pendent and horizontal sidewall sprinkler data sheets as applicable. They include details of recessed sprinkler installations. Note: The Style 10, 15, 20, 30, 40, 50, and 70 Recessed Escutcheons must only be used with sprinklers for whiáh they have been specifically laboratory approved (i.e., UL, C-UL, ULC, or FM). S . 1-7/8 DIA (48 mm) 3-1/4 (82 mm) FRICTION FIT PAINT CAP OVER MOUNTING PLATE FIGURE 8 MODEL Z-392 PROTECTIVE PAINT CAP (FOR USE WITH STYLE 10, 15,20,30,40, OR 70 RECESSED ESCUTCHEON) 1-13/16 DI (46 mm) FRICTION FIT PAINT CAP OVER ESCUTCHEON MOUNTING PLATE 2-1/2 TFP77O Page 3 of 4 Protective Paint Cap Installation As an option, Protective Paint Caps (Ref. Figures 8 and 9) may be utilized to help protect the sprinkler while the ceiling or wall, as applicable, is being finished (painting or plastering for example). The Protective Paint Cap is simply pushed over the Mounting Plate of the Recessed Escutcheon in lieu of the Closure. After the ceiling or wall finish is completed, the Protective Paint Cap is removed and the Closure is installed. The Protective Paint Cap may be dis- carded as a plastic commodity (Low Density Polyethylene Recycling Cate- gory 4) in conformance with local regu- lations, or the Protective Paint Cap may be reused. Note: The sprinkler cannot operate properly with the Protective Paint Cap in place. FIGURE 9 MODEL Z-84 PROTECTIVE PAINT CAP (FOR USE WITH STYLE 50 RECESSED ESCUTCHEON) TFP77O Page 4 of 4 Care and Maintenance Specific requirements of the NFPA must be performed, and any impair- ment must be immediately corrected. Absence of an escutcheon to cover a clearance hole can delay the sprinkler operation in a fire situation. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Recessed Escutcheon Specify: Style (specify) Recessed Escutcheon, (specify material) with (specify*) finish, P/N (specify*): Carbon Steel Style 10 1/2" NPT (15mm), 3/4" (19,1 mm) total adjustment Brass Plated..................56-701-2-010 Pure White (RAL9010)" .........56-701-3-010 Signal White (RAL9003).........56-701-4-010 Jet Black (RAL9005) ...........56-701-6-010 Chrome Plated ................56-701-9-010 Style 15 1/2" NPT (15mm), 5/8" (15,9 mm) total adjustment Brass Plated..................56-715-2-010 Pure White (RAL9010)" .........56-715-3-010 Signal White (RAL9003).........56-715-4-010 Jet Black (RAL9005) ...........56-715-6-010 Chrome plated ................56-715-9-010 Style 20 1/2" NPT (15mm), 1/2" (12,7 mm) total adjustment Brass Plated..................56-705-2-010 Pure White (RAL9010)" .........56-705-3-010 Signal White (RAL9003).........56-705-4-010 Jet Black (RAL9005) ........... 56-705-6-010 Chrome Plated ................56-705-9-010 Style 30 3/4" NPT (20mm), 1/2" (12,7 mm) total adjustment Brass Plated..................56-705-2-011 Pure White (RAL9010)*56-705-3-011 Signal White (RAL9003).........56-705-4-011 Jet Black (RAL9005) ...........56-705-6-011 Chrome Plated ................56-705-9-011 Style 40 3/4" NPT (20mm), 3/4" (19,1 mm) total adjustment Brass Plated..................56-700-2-010 Pure White (RAL9010)*56-700-3-010 Signal White (RAL9003).........56-700-4-010 Jet Black (RAL9005) ...........56-700-6-010 Chrome Plated .................56-700-9-010 Style 50 1/2" NPT (15mm), 3/8" (9,5 mm) total adjustment Brass Plated..................56-711-2-010 Pure White (RAL9010)*56-711-3-010 Signal White (RAL9003).........56-711-4-010 Chrome Plated ................56-711-9-010 Style 70 For use with TY-B and TY-FRB 10 mm orifice sprinklers only, refer to data sheet TFP67O 3/8" NPT (10 mm), 3/4" (9,1 mm) total adjustment ANZ only: Signal White (RAL9003) .......... ECPL2PW1O Chrome Plated .................ECPL2PC1O Brass ........................ECPL2PB1O Jet Black (RAL9005) ...........ECPL2PBL1O Stainless Steel Signal White (RAL9003).........56-701-0-010 Plain Unpolished ..............56-701-1-010 Style 15 1/2" NPT (15mm), 5/8" (15,9 mm) total adjustment Signal White (RAL9003).........56-715-0-010 Style 20 1/2" NPT (15mm), 1/2" (12,7 mm) total adjustment Signal White (RAL9003).........56-705-0-010 Plain Unpolished ....... ...... 56-705-1-010 Style 30 3/4" NPT (20mm), 1/2" (12,7 mm) total adjustment Signal White (RAL9003).........56-705-0-011 Plain Unpolished ..............56-705-1-011 Style 40 3/4" NPT (20mm), 3/4" (19,1 mm) total adjustment Signal White (RAL9003).........56-700-0-010 Plain Unpolished ..............56-700-1-010 Style 50 1/2" NPT (15mm), 3/8" (9,5 mm) total adjustment Signal White (RAL9003).........56-711-0-010 Plain Unpolished .............. 56-711-1 -010 Style 70 For use with TY-B and TY-FRB 10 mm orifice sprinklers only, refer to data sheet TFP67O 3/8" NPT (10 mm), 3/4" (9,1 mm) total adjustment ANZ only: Plain Unpolished ...............ECPL2PS1O EMEA only: Plain Unpolished ..............ESCSTDSS1O Protective Paint Cap Specify: Model (specify) Protective Paint Cap, P/N (specify): Model Z-84 ................... 56-711-1 -084 Model Z-392 .................. 56-711-1 -392 Style 10 1/2" NPT (15mm), 3/4" (19,1 mm) total adjustment 0 EMEA only: Pure White (RAL9010)" .........ESCSTDRA1O Signal White (RAL9003) ........ ESCSTDWH1O Chrome Plated ................ESCSTDCHIO .--.. -.. -•.. Brass .. .................... ESCSTDBR1O Jet Black (RAL9005) ...........ESCSTDJB1O Eastern Hemisphere sales only GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. tuco Fire Protection Products when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE The Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers TY3331 - Horizontal TY3431 - Vertical [1 Fire Protection Products Worldwide www.tyco-fire.com Contacts Series TY.FRB - 56 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers described in this data sheet are quick response -standard coverage, dec- orative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occu- pancies such as banks, hotels, shop- ping malls, etc. They are designed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Sidewall sprinklers are com- monly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not •desirable. The recessed version of the Series TY-FRB Horizontal Sidewall Sprinkler is intended for use in areas with a fin- ished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjust- ment from the flush sidewall position, or a two-piece Style 20 Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and S installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 DECEMBER 2016 TFPI76 DEFLECT( HAT 0 WRENCH 1/2" ** FLATS NPT r, /In 7/16' (11,1 mm) NOMINAL MAKE-IN 1-1/2" (38,1 mm) 2-3/16 (55,6 mm) ESCUTCHEON ** Pipe thread _______ STYLE PLATE SEATING connections per 10 or 20 ISO 7-1 can be RECESSED SURFACE provided on ESCUTCHEON special request. 2-7/8" DIA. (73,0 mm) FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS 9/16" (14,3 mm) CENTERLINE OF SPRINKLER WATERWAY * Temperature rating is indicated on Deflector. TFPI76 Page 2 of 6 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* Technical Data Approvals UL and C-UL Listed. FM Approved LPCB Approved NYC Approved. (Refer to Table A for complete approval •,..,.. information including corrosion resistant status.) Maximum Working Pressure Refer to Table B Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/barll2) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table C Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze HSW Deflector ..........................Bronze VSW Deflector.....................Copper Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB, 5.6 K-factor, Hor- izontal and Vertical Sidewall Sprin- klers are intended for fire protection systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Escutcheon, as applicable, is to be used for recessed horizontal installations. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprin- kler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under-or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Series TY-FRB Horizontal and Vertical Sidewall Sprinkler Installation The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the fol- lowing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on thëDeflèctOris to fäcë täwàrds the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright position with the arrow on the Deflec- tor pointing away from the wall. S Installation The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. is TFPI76 Page 3 of 6 •Step 2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. Series TY-FRB Recessed Horizontal Sidewall Sprinkler Installation The Series TY-FRB Recessed Horizon- tal Sidewall Sprinklers must be installed in accordance with this section. Step A. Recessed horizontal sidewall sprinklers are to be installed in the hori- zontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure .1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprin- kler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 10 or 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected b1 this action must be notified: Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in .a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. * Temperature Pipe thread rating is connections indicated on per ISO 7-1 can Deflector. be provided on special request. ESCUTCHEON PLATE SEATING SURFACE F_ 2-3/16 (55,6 mm) 1-1/2 (38,1 m Automatic sprinklers must never be painted, plated, coated or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Frequent visual inspections are rec- ommended to be initially- performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling 1 - Frame 4 - Bulb 7 - Ejection 2 - Button 5 - Compression Spring 3 - Sealing Screw Assembly 6 - Deflector* ARROW MUST POINT AWAY FROM AND BE PERPENDICULAR TO THE BACK WALL SURFACE of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 7/16 (11,1 mm) NOMINAL 1/2 ** MAKE-IN NPT SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS WRENCH RECESS / (END "A" USED FOR 60 1/2° NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH S TFPI76 3 Page 4 of 6 5/8±1/4° (15,9±6,4 mm) MOUNTING FACE OF SPRINKLER SURFACE FIUING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB DIA. MOUNTING (57,2mm) PLATE 1/8' H (3,2 mm) 1-1/4" (31,8 mm) 3/4" (19,1 mm) 3/4" (19,1 mm) 1/4" (6,4 mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON - 1/2±1/8" (12,7±3,2 mm) MOUNTING FACE OF SPRINKLER SURFACE FITTING I CLOSURE 1 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2 1/4" DIA. 2 mm) MOUNTING PLATE 1/8" I (3,2 mm) 1-1/4" (31,8 mm) 1/2" (12,7 mm) 1" (25,4 mm) 1/4" (6,4 mm) FIGURE4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH S S TFPI76 - Page 5of6 SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB LIQUID NATURAL BRASS PLATED POLYESTER*** LEAD COATED 135°F (57°C) Orange 155°F (68°C) Red HORIZ. 175°F (79°C) Yellow SIDEWALL 1, 2, 3, 4,9, 10 1, 2, 3, 9 1, 2, 3, 9 (1Y3331) 200°F (93°C) Green 286°F (141°C) Blue 5.6 1/2" NPT RECESSED HORIZ. SIDEWALL (1Y3339* 135°F (57°C) Orange 1, 2,4, 9, 10 1, 2, 9 N/A 155°F (68°C) Red 175°F (79°C) Yellow Figure 3 200°F (93°C) Green RECESSED 135°F (57°C) Orange 155°F (68°C) Red HORIZ. SIDEWALL 1, 2, 3, 4, 9 N/A 175°F (79°C) Yellow (TY3331)** Figure 4 200°F (93°C) Green VERTICAL 135°F (57°C) Orange 155°F (68°C) Red 5.6 SIDEWALL 175°F (79°C) Yellow 1/2" Installed 5, 6, 7, 8, 9 5, 6, 7, 9 NPT Pendent or 200°F (93°C) Green Upright 286°F (141°C) Blue NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutua: Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. 10.Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2° NPT) 3/4" Total Adjustment Recessed Escutcheon. Installed with Style 20(1/2' NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS 0 TFPI76 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS I CHROME PLATED I POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) or (12,1 BAR) RECESSED HORIZ. SIDEWALL (TY3331) 5. 175PS1 6 (SEE NOTE 1) NPT VERTICAL SIDEWALL 175 121 PSI R S ( BA (TY3431) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B MAXIMUM WORKING PRESSURE PIN 57-XXX-X-XXX [1 I SPRINKLER L FINISH 1 NATURAL BRASS - PURE WHITE (RAL9010)* POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005)** POLYESTER 7 LEAD COATED TEMPERATURE RATINGS 135 135-F (57-C) 155 155°F(68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) SIN 378 I HORIZONTAL SIDEWALL I TY3331 3751 VERTICAL SIDEWALL I TY3431 9 CHROME PLATED L• Eastern Hemisphere sales only. ** Available in 155F (68CC) or 200F (93CC) temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Limited Ordering Recessed Escutcheon Specify: Style (10 or 20) Recessed Warranty Procedure Escutcheon with (specify*) finish, P/N (specify*) For warranty terms and conditions, visit www.tyco-fire.com Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Sprinkler Assemblies with NPT Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 I IIIdU %uiIIIe.LiuII; Specify: Series TY-FRB (specify SIN), (specify K-factor), (specify) Horizontal Sidewall or Vertical Sidewall Sprinkler, Standard Response, Standard Cov- erage, (specify) temperature rating, (specify) finish or coating, P/N (specify from Table C) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqci TEFLON is a registered trademark of DuPont Fire Protection Products fl [1 Fire Protection Products Worldwide Contacts I www.tyco-fire.com Model ESFR-17 168 K-factor Upright Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-17 Upright Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 16.8 (Ref. Figure 1). They are suppression mode sprinklers that are especially advantageous as a means of eliminating in-rack sprinklers when protecting high-piled storage. Model ESFR-17 Sprinklers are primarily used for ceiling-only sprinkler protec- tion of (but not limited to) the following storage applications: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics .. cartoned, expanded plastics some storage arrangements of rubber tires and roll paper For more specific criteria, refer to Table A in this technical data sheet as well as the applicable design standard. The Model ESFR-17 Upright Sprin- klers provide the system designer with an upright option to the traditional pendent ESFR Sprinklers. With a K-fac- tor of 16.8, Model ESFR-17 Sprinklers provide system designers with hydrau- lic and sprinkler placement options not presently available to traditional ESFR Sprinklers having a K-factor of 14.0. In particular, the Model ESFR-17 Upright Sprinklers are designed to operate at substantially lower-end head pressures compared to ESFR Sprinklers with 14.0 K-factors. This feature offers flexibility IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER. WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. when sizing system piping and posi- tioning the system piping with respect to the ceiling. Applications for the TYCO ESFR Sprin- klers are expanding beyond currently recognized installation standards. For information on research fire tests that may be acceptable to an authority having jurisdiction, contact Tyco Fire Protection Products (TFPP) Technical Services. The Model ESFR-17 Upright Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installa- tion guidelines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) TY7126 Technical Data Approvals FM Approved CE Certified (Certificate of Conformity 1725-CPD-H0012) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 3/4 Inch NPT or ISO 7-R 3/4 Discharge Coefficient K=16.8 gpm/psi112 (241,9 pm/bar1/2) Temperature Ratings 165°F (74°C) and 212°F (100°C) Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector .........................Copper Compression Screw ..........Stainless Steel Hook ............................MONEL Strut.............................MONEL Link Assembly................Solder, Nickel Button .............................Brass Sealing AssèmblS' :Berylliuni Nickel w/TEFLON Ejection Spring ..................INCONEL Deflector Nut........................Brass Page 1 of 4 DECEMBER 2015 TFP3I6 TFP3I6 Page2of4---- 2-9/16 DIA. (65,0 mm) 10 TEMPERATURE RATING Components: 2 1-Frame - 2 - Deflector 3 3 - Compression WRENCH Screw FLATS 4 - Hook THERMAL 5 - Strut 3-5/8 SENSING 6 - Link Assembly (92,1 mm) ELEMENT 7 - Button 8 - Sealing 1/2 Assembly 6 9 9 - Ejection Spring (12,7 mm) 10 - Deflector Nut . NOMINAL 1-5/8" 8 MAKE-IN (41,3 mm) 7 3/4"NPT 1 FIGURE 1 MODEL ESFR-17 UPRIGHT SPRINKLER, 16.8K EARLY SUPPRESSION, FAST RESPONSE Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-17 Upright Sprinklers may be used for quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ; consequently, the appropriate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines, since the following general guidelines are not intended to provide complete installation criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP312 Model ESFR-25 (TY9226) K=25.2 Pendent Sprinkler TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP3I8 Model ESFR-1 (TY6226) K=14.0 Pendent Sprinkler System Type Wet Pipe Roof Construction Unobstructed or obstructed construc- tion (e.g., smooth ceiling, bar joists, beam and girder, and so forth) Where the depths of the solid struc- tural members (e.g., beams and stem) exceed 12 inches (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft.2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft.2 (5,8 m2) per NFPA 13 / FM Global 2-0 Maximum Spacing 12 feet (3,7 m) for building heights up to 30 feet (9,1 m) 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m) Minimum Spacing 8 feet (2,4 m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA 13 Deflector-to-Ceiling Distance 3 to 12 inches (76,2 to 304 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. Obstructions below Upright ESFR Sprinklers, Including Branchlines Per the requirements of FM, obstruc- tions below upright ESFR Sprinklers can be ignored as follows open-web bar joists or trusses having chords no more than 4 inches (102 mm) wide bridging or wind bracing no more than 4 inches (102 mm) wide individual pipes and conduit 4 inches (102 mm) diameter or less 3 inch [DN80] pipe size or less will not require sprigs) individual groups of smaller pipe or conduit having a total width of 4 inches or less Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. fl TFP3IG Page 3 of 4 Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 16 and 17 2-0 and 8-9 Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global Chapter 12 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global Chapter 18 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage N/A Refer to FM Global 7-29 (Refer to the Standard) Aerosol Storage N/A N/A (Refer to the Standard) Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE A MODEL ESFR-17 UPRIGHT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW Installation TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Upright Sprinklers must be installed in accor- dance with this section. General Instructions Avoid damage to the fusible Link Assembly during installation by using the Frame arms only to handle the sprinkler (i.e., do not apply pressure to the fusible Link Assembly) and by using the appropriate sprinkler wrench. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by apply- ing a minimum-to-maximum torque of 10 to 20 lbs.-ft. (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-17 Upright Sprinkler in the Upright posi- tion (Ref. Figure 2). Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-17 Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-17 Upright Sprinkler using only the W-Type 21 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figure 1). Step 3. After installation, inspect the Link Assembly of each Model ESFR-17 Sprinkler for damage. In particular, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assembly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. TFP3I6 Page 4of4 Ordering Procedure S Care and Maintenance TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Upright Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion Section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.8K Upright Sprinklers (TY7126), (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°c) .................. 58-447-1 -165 212°F (100°C) .................58-447-1-214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.8K Upright Sprinklers (TY7126) with ISO 7-1 thread connection, (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°c) ..................58-448-1-165 212°F (100°C) .................58-448-1-214 Sprinkler Wrench Specify: W-Type 21 Sprinkler Wrench, P/N 56-001-0-686 S GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. talca INCONEL and MONEL are trademark of Special Metals Corporation. Fire Protection Products TEFLON is trademark of the DuPont Corporation. tcqco Fire Protection Products Worldwide Contacts I www.tyco-fire.com Model ESFR-17 168 K-factor Pendent Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-17 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 16.8 (Ref. Figures 1 and 2). They are suppression mode sprinklers that are especially advanta- geous as a means of eliminating in-rack sprinklers when protecting high-piled storage. Model ESFR-17 Pendent Sprinklers are primarily used for ceiling-only sprinkler protection of (but not limited to) the fol- lowing storage applications: • • most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics • cartoned, expanded plastics • uncartoned, unexpanded plastics • uncartoned, expanded plastics some storage arrangements of rubber tires, roll paper, and aerosols For more specific criteria, refer to Table A in this technical data sheet as well as the applicable design standard. The Model ESFR-17 Pendent Sprin- klers provide the system designer with hydraulic and sprinkler place- ment options not presently available to traditional ESFR Sprinklers having a nominal K-factor of 14.0. In particu- lar, Model ESFR-17 Pendent Sprinklers are designed to operate at substan- tially lower-end head pressures, as IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. compared to ESFR Sprinklers having a nominal K-factor of 14.0. This feature offers flexibility when sizing system piping, as well as possibly reducing or eliminating the need for a system fire pump. Applications for the ESFR-17 Pendent Sprinklers are expanding beyond cur- rently recognized installation stan- dards. For information on research fire tests (with flammable liquids and aero- sols, for example) that may be accept- able to an authority having jurisdiction, contact Tyco Fire Protection Products (TFPP) Technical Services. Orange protector must NOT be removed until sprinkler is to be placed in service. The W-Type 35 sprinkler wrench MUST be used for proper installation of the sprinkler. Failure to do so may result in equipment damage or failure. NOTICE The Model ESFR-17 Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (NFPA), in addi- tion to the standards of any authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be ref- erenced to ensure applicability and to obtain complete installation guidelines. The general guidelines in this technical data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) TY7223 Technical Data Approvals UL and C-UL Listed FM Approved Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 3/4 Inch NPT or ISO 7-R 3/4 Discharge Coefficient K=16.8 gpm/psi"° (241,9 1pm/bar½) Temperature Ratings 165°F (74°C) and 212°F (100°C) Finish Natural Brass Physical Characteristics Frame ................................ . Brass Deflector ..........................Bronze Compression Screw ..........Stainless Steel Hook ............................MONEL Strut.............................MONEL Link Assembly................Solder, Nickel Button ...................Phosphor Bronze Sealing Assembly.. Beryllium Nickel w/TEFLON Page 1 of 4 DECEMBER 2016 TFP3I7 2° 2° TFP3I7 Page 2 of 4 Components: 1 - Frame 2 - Deflector* 3 - Compression Screw 4 - Hook 5 - Strut 6 - Link Assembly 7 - Button 8 - Sealing Assembly *Temperature rating is indicated on Deflector. **ISO 7-R 3/4 pipe thread can be provided on special request. 3/40** I NPT 1 2-3/8' MINAL (38,1 mm) NO 1-1/2 /2 1 (12,7 mm) (60,3 mm) MAKE-IN THERMAL WRENCH SENSING FLATS ELEMENT FIGURE 1 MODEL ESFR-17 PENDENT SPRINKLER, 16.8K, 165°F (74°C) EARLY SUPPRESSION, FAST RESPONSE Components: 1 - Frame 2 - Deflector* 3 - Compression Screw 4 - Hook 5 - Strut 6 - Link Assembly 7 - Button 8 - Sealing Assembly *Temperature rating is indicated on Deflector. **150 7-R 3/4 pipe thread can be provided on special request. 3/40** I NPT (3811 mm) 1/2 2-3/8' NOMINAL (12,7 mm) (60,3 mm) MAKE-IN THERMAL WRENCH SENSING ____________ FLATS ELEMENT '_._ J_L FIGURE 2 MODEL ESFR-17 PENDENT SPRINKLER, 16.8K, 212°F (100°C) EARLY SUPPRESSION, FAST RESPONSE Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-17 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installa- tion guidelines. The following general guidelines are not intended to provide complete installation criteria. System Type Wet Pipe Roof Construction Unobstructed or obstructed construc- tion (e.g., smooth ceiling, bar joists, beam and girder, etc.). Where the depths of the solid struc- tural members (e.g., beams and stem) exceed 12 in. (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft.2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft.2 (5,8 m2) per NFPA 13 Maximum Spacing 12 feet (3,7 m) for building heights up to 30 feet (9,1 m) 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m) Minimum Spacing 8 feet (2,4 m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA 13 Deflector-to-Ceiling Distance 6 to 14 inches (152 to 356 mm) FM Global 2-0 Consult FM Global and/or FM Global guidelines for allowable deflector-to- ceiling distances as well as thermal sensing element-to-ceiling criteria. Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. TFP3I7 Page 3 of 4 S Avoid damage to the fusible Link Assembly during installation by using only the Frame arms to handle the sprinkler (i.e., do not apply pressure to the fusible Link Assembly), and by using the appropriate sprinkler wrench. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 lbs.-ft. (13,4 to 26,8 Nm), or by hand- tightening and applying an additional 1-1/4 to 1-1/2 revolutions of the wrench. ±ijgb.erJeveJc.Ltgrqie can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 16 and 17 2-0 and 8-9 Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global Chapter 12 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global Chapter 18 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM Global 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM Global 7-31 Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE A MODEL ESFR-17 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Installation Orange protector must NOT be removed until sprinkler is to be placed in service. The W-Type 35 sprinkler wrench MUST be used for proper installation of the sprinkler. Failure to do so may result in equipment damage or failure. Note: Install the Model ESFR-17 Pendent Sprinkler only in the pendent position (Ref. Figure 3). Step 1. With pipe-thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-17 Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-17 Sprinkler using only the W-Type 35 Sprinkler Wrench (Ref. Figure 3), and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figures 1 and 2). Step 3. After installation, inspect the Link Assembly of each Model ESFR-17 Sprinkler for damage. In particular, verify that the Link Assembly and Hook are positioned as illustrated in Figures 1 and 2, and that the Link Assembly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. LINK DQTICTCU FIGURE 3 W-TYPE 35 SPRINKLER WRENCH FITTING SIDE TOWARD SPRINKLER S FITTING TFP3I7 Page 4 of 4 Ordering Procedure S Care and Maintenance TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.81K Pendent Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies with 3/4 NPT Thread Connection Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.81K Pendent Sprinklers (TY7223) with 3/4 NPT thread connection, (specify tem- perature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) ..................58-457-1-165 212°F (100°C).................58-457-1-214 Special Order Sprinkler Assemblies with ISO 7-R 3/4 Thread Connection Specify: Model ESFR-17 Early Suppres- sion, Fast Response 16.81K Pendent Sprinklers (TY7223) with ISO 7-R 3/4 thread connection, (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-458-1 -165 212°F (100°C).................58-458-1-214 Sprinkler Wrench Specify: W-Type 35 Sprinkler Wrench P/N 56-463-1-001 0 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqc TEFLON is a registered trademark of DuPont Fire Protection Products MONEL is trademark of Special Metals Corporation -I - PIPE AND FITTINGS fl BULL MOOSE TUBE COMPANY KLE1P1PE BULL MOOSE TUBE CO ANY DSE,'1 •IIVAIJA TA 2o ull Moose Tube® is a customer focused, o growth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BuIlMooseTub4com sales@bullmoosetube.com 4 • 800.325.4467 ®usL1STED APPROVED ( A offm ,* NFPA 2 Bull Moose Tube's® Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. C®USUSTED <> APPROVED [t OSS 3 A OJYM NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDY PIPE® FAMILY All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASTM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollings. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life. Sprinkler pipe inventory stocked in Masury, Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texas. All Bull Moose (black) sprinkler pipe includes our exclusive EDDY GUARD Il® MIC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM 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. Bull Moose Tube's® Schedule I SCHEDULE 10 PIPE SPECIFICATIONS 10 and Schedule 40 are FM Approved and UL Listed (for U.S. NOMINAL PIPE O.D. I.D. WATER IILLED BUNDLE and Canada), even though these SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE products do not require separate approvals and listings. Bull 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 Moose Tube® made the decision _______ [i:,4 j[ 1.66O] i.4.41 l[iI IiiI[ 1.81 ib]fl2.518 ][ -- - to have them approved and listed 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 16B 61 Our Schedule 10 and Schedule 40 Tr IT 2.375 iiLiTiir have a pressure rating of 300 PSI F 21/2 T 2875 2.635 - 492 353 lbs/ft 5893 -- 30 and have been through the same 6O iT 3.54 Ii 4.341bs/ft J1 7.97 IL 19 1 rigorous testing as our other fine 4 -- 4500 - 4.260 250 5.62lbs7ft'1 11.796 19 pipe products. Schedule 10 can be - - supplied roll grooved or plain end. I SCHEDULE 40 PIPE SPECIFICATIONS Bull Moose Tube's" Schedule 10 and Schedule 40 pipes are hot NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE dipped galvanized to meet ASTM SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE A123 standards. All products are 1 ' stencilled to meet FM&UL 1 1.315 1.049 1-1/4 1.660 J[ 13801[ 1.00 100 1 1.68 lbs/ft F 227 lbs/ff1L ii!i1[ 5L specifications -- [ 1-1/2 1.966 1.610 - 1.00 2.72 lbs/ft 3.602 44 275_j[ 2.067 1.0011 3.66 Ibs/fffl[ 5.114 ][ 30 I 2-1/2* 2.875 _2.468 3* F 3.500][_3.068 J[_1.00 11_7.58ibs/ft _100 --580 1bs/ft -IF _7875 30 1o.783i ig : 4.500 4.026 1.00 10.80 1bs/ft . 16.316 19 *Only available in Casa Grande, AZ I —corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION c®usLISTED 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, 9>chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling APPROVED assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.IiuIImoosetube.com EAON Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com NFPA R. '°"' I 1819 Clarkson Road chesterfiel, Gerald, MO Kent WA Casa Grande, Az For the most current product/pricing information on Anvil products, please visit our website at wwwanvilintl.com, '4C Jq I N r E R N A r I c N A L Building Connections That Last . August 2011 ' rr~ ducts T BUILDING CONNECTIONS THAT LAS GWWIXI 4 E') Catawissa 4 (-su AWI L Building Connections That Last The unmatched range of domestic and globally-sourced products for fire protection piping systems offered by Anvil provides versatile and dependable performance for a wide range of applications. Anvil products are UL/ULC Listed and FM Approved. Anvil combines the latest technology, up-to date fire protection ratings, recognized manufacturing expertise ,and atrusted history that has made Anvil the go-to source for, fire protection piping products. Anvil® Cast Iron & Malleable Iron Threaded Fittings CAP') c®uS <> LISTED APPROVED Manufactured in Columbia, PA USA, Anvil offers the most complete line of Cast Iron and Malleable Iron Threaded Fittings in the industry. Our versatile range of fittings is designed to provide connection options for different applications and environments. Cast Iron (Gray Iron) Threaded Fittings are manufactured in accordance with ASME/ANSI B14.4 and are UL/ULC listed and FM approved. Malleable Iron Fittings are manufactured in accordance with ASME/ANSI B16.3 and Unions ASME/ANSI B16.39 and are available in Class 150, Class 250, and Class 300 UL/ULC listed and FM approved. In both classes, all Elbows and Tees /" and larger are 100% air tested at a minimum of 100 psi (6.9 bar). Cast Iron Flanged Fittings are manufactured in accordance with ASME B16.1 and are available in both Class 125 and Class 250. Anvil® Steel Pipe Nipples & Steel Anvil offers a variety of Steel Pipe Nipples and Steel Pipe Couplings for the fire protection industry. Anvil's Steel Pipe Nipples are manufactured in accordance with ASTM/ ANSI A 733 welded and seamless carbon steel pipe nipples. Materials include black and hot-dipped galvanized finishes. Anvil manufactures a wide range of stock pipe nipples in 1/a' diameter through 8" diameter close through 72' inch length in half-inch increments. We also offer Pipe Couplings standard nipple packs ranging from one each (close to 6") and standard six packs which offer multiple counts of each. Cartons are packed with handles for easy carrying. Steel Pipe Couplings are manufactured in accordance with ASTM specification A 865. Straight-tapped couplings range in size from 1/8"10 NPS through 2" NPS, while 21/2 NPS and larger are taper tapped. SPF Ductile Iron & Cast Iron Threaded Fittings SPF Ductile Iron Threaded Fittings are UL/ ULC Listed and FM Approved for 500 psi service. These fittings provide a dependable threaded connection and are available in a range of styles and specifications. All SPF Ductile Iron Threaded Fittings dimensions conform to ANSI B16.3 Class 150 require- ments, and threads are NPT per ANSI/ASME 131.20.1. SPF Cast Iron Threaded Fittings are UL/ULC Listed and FM Approved for 300 psi service. These fittings are available in a range of - styles and specifications. All SPF Cast Iron Threaded Fittings dimensions conform to ANSI B16.4 requirements, and threads are NPT per ANSI/ASME 131.20.1. LIM J& c®uS LiSTED APPROVED www.anvilintl.com Fire Products 3 INTERN ar at FP-4.11 F AW P_'_07 I P.1 T E Ft P.1 AT I CD P.1 A L. Building Connections That Last Corporate Offices 110 Corporate Drive, Suite 10 P.O. Box 3180 Portsmouth, NH 03801-3180 Tel: 603-422-8000 Fax: 603-422-8033 E-mail: webmaster@anvilinil.com Northern Region Regional Distribution & Customer Service Center 750 Central Avenue University Park, IL 60484 Tel: 708-885-3000 Fax: 708-534-5441 Toll Free: 1-800-301-2701 Southern Region Regional Distribution & Customer Service Center 1401 Valley View Lane, Suite 150 Irving, TX 75061 Tel: 972-871-1206 Fax: 972-641-8946 Toll Free: 1-800-451-4414 Wt i International Canada mer Service Center 390 Second Avenue P.O. Box 40 Simcoe, Ontario N3Y 41<9 Tel: 519-426-4551 Fax: 519-426-5509 Europe and Middle East Region Rick van Meesen, Sales Director The Netherlands rvanmeesen@anvilintl.com Tel: +31-53-5725570 Fax: +31-53-5725579 International Customer Service Tel: +1-708-885-3000 Fax: +1-708-534-5441 Mexico, Puerto Rico and Latin America Abraham Quijada, Sales Manager aquijada@anvilintl.com Tel: +1-281-590-4600 International Customer Service Tel: +1-708-885-3000 Fax: +1-708-534-5441 BUILDING CONNECTIONS THAT LAST :jk ANV1L (• wn-siiuzj 3!!!t9 v,'ww.anvilintl.com #038/P,nted in usA/©cop,ight 2011 Revi,ion Dote 817 11 ISIED APPROVED s/Approval Details and Limitations, websita at srew.anvilintl.cam or an Anvil* Sales Representative. ME- =7—- 1 1 ~; I I I ~ ~ ~ I I I i I I I ~ I ~ I I - 11- 0 ~ - ~ I r."I Class 125 (Standard) FIG. 3351 900 Elbow FIGURE 33.I 900 ELBOW Nominal Size MaximumDimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPa) In. (mm) Lbs. (kg) 1 300 1.50 0.84 25 2065 38.10 0.38 ]I/4 300 1.75 1.34 32 2065 44.45 0.61 11/2 300 1.94 1.80 40 2065 49.27 0.82 2 300 2.25 2.90 50 2065 57.15 1.32 21/2 300 2.70 4.75 65 2065 68.58 2.15 A - Working Pressure Ratings are For reference only and based on Sch. 40 pipe. For the latest ULJULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contI ct your local Anvil Representative. fou --- Wt;; S MATERIAL I 1:1 1 :111.11 [sIft 1(11 ' Dimensions: ASME B 16.4 Class 125 Material: ASTM Al 26 Finish: Black or Hot Dip Galvanized per ASTM Al 53 Class A Threads: NPT per ASME B1.20.1 Agency Approvals: All cast iron threaded fittings are UL/ULC Listed and FM Approved. PROJECT INFORMATION Project: -- APPROVAL STAMP I flApproved -..--. - Address: E] Approved as noted Contractor: J Not approved Engineer: . Submittal Date: Notes 1: Notes 2: SPF/CI-1 .15 * SPF/RNVIL Class 125 (Standard) OFIG. 3358 Straight Tee h- A_ A —' < LISTED APPROVED gslApproval Details and Urnitations, jr website at www.anvilintl.com or 1 anAnviI Soles Representative. I I I Nominal Size Maximum Dimension A Approx. WI. Each Working PressureA In. (mm) PS! (kPo) In. (mm) Lbs. (kg) 1 00 1.50 1.21 25 2065 38.10 0.55 11/4 300 1.75 1.87 32 2065 44.45 0.85 11/2 300 1.94 2.51 40 2065 49.21 1.14 2 300 2.25 3.96 50 2965 51.15 1.80 21/2 300 2.70 6.45 65 2065 1 68.58 2.93 A - Working Pressure Ratings are For reference only and based on Sch. 40 pipe. For the latest UL/IJLC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.4 Class 125 Material: ASIM A126 Finish: Black or Hot Dip Galvanized per ASTM A153 Class A Threads: NPT per ASME B1.20.1 Agency Approvals: All cast iron threaded fittings are UL/ULC Listed and FM Approved. PROJECT INFORMATION-- -- APPROVAL STAMP - - -- Project: []Approved Address: EjApproved as noted Contractor: J Not approved l m eer: Remarks: ittaI Date: SPF/Cl-1 .15 USTED APPROVED Listings/Approval Details and Limitations, visit our website at www.anvilintt.com or contact an Anvils Sales Representative. Class 125 (Standard) FIG. 3367 Reducing Coupling [eIIJ:] I1IIIk'[ Nominal Size MaximumDimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPa) In. (mm) lbs. (kg) 1x1/2 300 1.70 0.62 25x15 2065 43.18 0.28 1 xV4 300 1.70 0.80 25x20 2065 43.18 0.6 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.cam or contact your local Anvil Representative. 7-MATERIAL SPECIFICATIONS Dimensions: ASME B16.4 Class 125 Material: ASIM A126 Finish: Black or Hot Dip Galvanized per ASTM Al 53 Class A Threads: NPT per ASME B1.20.1 Agency Approvals: All cast iron threaded fittings are UL/ULC Listed and FM Approved. PROJECT INFORMATI ON APPROVAL STAMP Project: DApoved .,..- .- Address: 1=1 Approved as noted Contractor: 0 Not approved Engineer: - . Submittal Date: Notes 1: Notes 2: SPF/Cl-1 .15 Class 125 (Standard) *FIG. 3358R Reducing Tee hA -- B 112 1 x 2 x 3 USTED APPROVED tings/Approval Details and Limitations, our website at w.anviIintl.com or tact an Anv!10 Sales Representative. I FIGURE_]¼1.1:1 : REDUCING I: Nominal Size Max. . Dimensions __________ Approx. 1x2x3 Working Wt. Each A D r Pressureg. In. (mm) PSI (kPo) In. (mm) In. (mm) In. (mm) Lbs. (kg) 1 X 1/2 x 1 300 1.50 1.36 1.50 1.08 25x15x25 2065 38.10 34.54 38.10 0.49 1 xY4x 1 300 1.50 1.45 1.50 1.18 25x20x25 2065 38.10 36.83 38.10 0.54 1 X 1 X /2 300 1.26 1.26 1.36 0.95 25x25x15 2065 32.00 32.00 34.54 0.43 1 X x~4 300 1.37 1.37 1.45 1.10 25x25x20 2065 34.79 34.79 36.83 0.50 1 X x 11/4* 300 1.67 1.67 1.58 1.52 25x25x32 2065 42.418 42.418 40.132 0.69 1 X x 11/2* 300 1.8 1.8 1.65 1.73 25x25x40 2065 45.72 45.72 41.91 0.78 1¼x1 x1/2 300 1.34 1.26 1.53 1.17 32x25x 15 2065 34.03 32.00 38.86 0.53- 11/4 x 1 x 3/4 300 1.45 1.37 1.62 1.38 32x25x20 2065 36.83 34.79 41.14 0.63 11/4 x 1 x 1 300 1.58 1.50 1.57 1.47 32x25x25 2065 40.13 38.10 39.87 0.61 11/4 x 1 x 11/4 300 1.75 1.67 1.75 1.80 32x25x32 2065 44.45 42.41 44.45 0.82 1% x 1 x 1/2* 300 1.88 1.8 1.82 2.05 32x25x40 2065 41.152 45.72 46.228 0.93 Dimensions: ASME B 16.4 Class 125 Material: ASTM A126 Finish: Black or Hot Dip Galvanized per ASTM Al 53 Class A Threads: NPT per ASME B1.20.l Agency Approvals: All cast iron threaded fittings are UL/UIC Listed and FM Approved. FIGURE 334: : REDUCING TEE Nominal Size I Max. . I Dimensions __________ __________ __________ I Approx. 1x2x3 Working Wt. Each A r PressureA Ii In. (mm) PSI (kPa) In. (mm) In. (mm) ------------ In. (mm) Lbs. (kg) 14 x 1¼ x1/1 300 1.34 1.34 1.53 1.37 32x32x /5 2065 34.03 34.03 38.86 0.62 1¼ x 11/4 x 3/4 300 1.45 1.45 1.62 1.54 32x32x20 2065 36.83 36.83 41.14 0.70 11/4 x 1¼ x 1 300 1.58 1.58 1.67 1.65 32x32x25 2065 40.13 40.13 42.41 0.75 1¼ x 11/4 x 1V2* 300 1.88 1.88 1.82 2.21 32x32x40 2065 41.152 47.752 46.228 1.00 11/4 xl 4 x 2* 1 300 2.1 2.1 1.9 2.55 25x25x40 1 2065 1 53.34 1 53.34 1 48.26 1 1.16 A Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest ULJULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. * Part supplied as 'Bull Head Teen. PROJECT INFORMATION APPROVAL STAMP --. Project: Approved Address: Approved as noted Contractor: 0 Not approved lot eer: . . . Remarks: ittal Date: 1: oes 2: SPF/Cl-1 .15 - C i0l 141044 IM Class 125 (Standard) FIG. 3358R Reducing Tee 1 2 3 1 x 2 x 3 FIGURE 335:: REDUCIPJG TEE Nominal Size Max. Dimensions __________ __________ __________ Approx. 1x2x3 Working Wt. Each A n r PressureA In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg) F/2X1X½ 300 1.41 1.34 1.66 1.41 40x25x15 2065 35.81 34.03 42.16 0.64 1/2 x 1 x Y4 300 1.52 1.31 1.75 1.65 40x25x20 2065 38.60 34.79 44.45 0.75 1½ x 1 x 1 300 1.65 1.50 1.80 1.65 40x25x25 2065 41.91 38.10 45.72 0.75 1½ x 1 x i ¼ 300 1.82 1.67 1.88 2.00 40x25x32 2065 46.22 42.41 47.75 0.91 1½ x 1 x 1½ 300 1.94 1.8 1.94 2.30 40x25x40 2065 49.27 45.72 49.27 1.04 11/2 x 11/4 x ½ 1 300 1.41 1.34 1.66 1.58 40x32x!5 1 2065 35.81 34.03 42.16 0.12 1½ x 1¼ x Y4 300 1.52 1.45 1.75 1.72 40x32x20 2065 38.60 36.83 44.45 0.78 1½ x 1 'Ax 1 300 1.65 1.58 1.80 1.85 40x32x25 2065 41.91 40.13 45.72 0.84 11/2 x 11/4 x 11/4 300 1.82 1.75 1.88 2.22 40x32x32 2065 46.22 44.45 47.75 1.00 11/2 x i in x 11/2 300 1.94 1.88 1.94 2.45 40x32x15 2065 49.27 47.75 49.27 1.11 11/2 x 1¼x 2* 300 2.16 2.1 2.02 2.80 40x32x40 2065 54.864 53.34 51.308 1.27 11/2 X ½ x ½ 300 1.41 1.41 1.66 1.76 40x40x40 2065 35.81 35.81 42.16 0.80 1½ x 11/2 x 3/4 300 1.52 1.52 1.75 1.87 40x40x20 2065 38.60 38.60 44.45 0.85 1½ x 1½ x 1 300 1.65 1.65 1.80 1.94 40x40x25 2065 41.91 41.91 45.72 0.88 1 '/2 X 11/2 x 11/4 300 1.82 1.82 1.88 2.29 40x40x32 2065 46.22 46.22 47.75 1.04 FIGURE 334: : REDUCIIMGt II I Nominal Size I Max. Dimensions __________ __________ __________ I Approx. 1x2x3 Working Wt. Each A D PressureA M U In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg) 11Ax 1½x2* 300 2.16 2.16 2.02 3.28 40x40x50 2065 54.864 54.864 51.308 1.41 2 x 1 x 2 300 2.25 2.02 2.25 3.40 50x25x50 2065 57.15 51.30 57.15 1.54 2x 11/4 2 300 2.25 2.10 2.25 2.80 50x32x50 2065 57.15 53.34 57.15 1.27 2 x 11/2 x 1/2 300 1.49 1.41 1.88 2.09 50x40x15 2065 37.84 35.81 47.75 0.95 2 x 11/2 x 3/4 300 1.60 1.52 1.97 2.40 50x40x20 2065 40.64 38.60 50.03 1.09 2 ii 11/2 x] 300 1.73 1.65 2.02 2.54 50x40x25 2065 43.94 41.91 51.30 1.15 2 x 1½x 11/4 300 1.90 1.82 2.10 2.85 50x40x32 2065 48.26 46.22 53.34 1.30 2x11/2 x11/2 300 1.49 1.41 1.88 2.24 50x40x40 2065 37.84 35.81 47.75 1.02 2 x 11/2 x 2 300 2.25 2.16 2.25 3.75 50x40x50 2065 51.15 54.86 57.15 1.70 2 x 2 x '/2 300 1.49 1.49 1.88 2.60 50x50x15 2065 37.84 37.84 47.75 1.18 2 x 2 x 3/4 300 1.60 1.60 1.97 2.71 50x50x20 2065 40.64 40.64 50.03 1.23 2 x 2 x 1 300 1.73 1.73 2.02 2.97 50x50x15 2065 43.94 43.94 51.30 1.35 2 x 2 x 11/4 300 1.90 1.90 2.10 3.32 50x50x32 1 2065 48.26 48.26 1 53.34 1.51 2 x 2 x 11/2 300 2.02 2.02 2.16 3.72 50x50x40 2065 51.30 51.30 54.86 1.69 2 x 2 x 21/2* 300 2.6 2.6 2.39 5.10 50x50x60 2065 66.04 66.04 60.706 2.31 A Working Pressure Ratings are far reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact ........................................., Part supplied as 'Bull Head Tee". SPF/CI-1 .15 Class 125 (Standard) W IG,3351R Reducing 90 Elbow LISTED APPROVED or Listings/Approval Details and Limitations, visit our website at vw.anviIintl.com or contact an Anvil0 Sales Representative. FIGURE 3351R 1REDUCING 900 :[sY Max. Working Dimensions Approx. Nominal Size PressureA Wt. Each A B In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. (kg) 1 x 300 1.26 1.36 0.64 25x15 2065 32.00 34.54 0.29 1 x 1/4 300 1.37 1.45 0.87 25x20 2065 34.79 36.83 0.39 11/4 X /2 300 1.34 153 0.96 32x15 2065 34.03 38.86 0.44 1¼x'/4 300 1.45 1.62 1.13 32x20 2065 36.83 41.14 0.51 1½x1 300 1.58 1.67 1.16 32x25 2065 40.13 42.41 0.53 1V2x½ 300 1.41 1.66 1.17 40x15 2065 35.81 42.16 0.53 1/2xY4 300 1.52 1.75 1.28 40x20 2065 38.60 44.45 0.58 1/2 x 1 300 1.65 1.80 1.51 40x25 2065 41.91 45.72 0.68 it/s x 11/4 300 1.82 1.88 1.62 40 x 32 2065 46.22 47.75 0.73 2 x 1/2 300 1.49 1.88 2.00 50x40 1 2065 37.84 47.75 0.91 2 x 1/4 300 1.60 1.97 2.05 50x20 2065 40.64 50.03 0.93 2 x 1 300 1.73 2.02 2.10 50x25 2065 43.94 51.30 0.95 2 x 11/4 300 1.90 2.10 2.30 50x32 1 2065 1 48.26 1 53.34 1.04 2 x 11/2 300 2.02 1 51.30 2.16 1 54.86 2.60 50x40 2065 1.18 A - Working Pressure Ratings are for reference only and based on 5ch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilinti corn or contact your local Anvil Representative. Dimensions: ASME B 16.4 Class 125 Material: ASTM A126 Finish: Black or Hot Dip Galvanized per ASTM A153 Class A Threads: NPT per ASME B1.20.1 Agency Approvals: All cast iron threaded fittings are UL/ULC Listed and FM Approved. SPF/Cl-1 .15 , (~) --- Wt;; Class 125 (Standard) FIG. 3356 450 Elbow FIGURE 3M46 - 450 ELBOW I I Nominal Size MaximumDimension A Approx. WI. Each Working PressureA In. (mm) PSI (kPa) In. (mm) Lbs. (kg) 1 300 1.12 0.84 25 2065 28.448 0.38 11/4 300 1.29 1.40 32 2065 32.766 0.64 1/2 300 1.43 1.80 40 2065 36.322 0.82 2 300 1.68 2.79 50 2065 42.672 1.25 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilinH.com or contact your local Anvil Representative. C@W <€> LISTED APPROVED ngslApproval Details and Lrnritations, sur website at wesv.anvilinticom or lot an Anvil* Sales Representative. Dimensions: ASME B 16.4 Class 125 Material: ASTM Al 26 Finish: Black or Hot Dip Galvanized per ASTM A153 Class A Threads: NPT per ASME B1 .20.1 Agency Approvals: All cast iron threaded fittings are UL/ULC Listed and FM Approved. EI PROJECT INFORMATION APPROVAL STAMP project - - . EAppro eTrn Address: E] Approved as noted Contractor: J Not approved Engineer: Submittal Date: Notes 1: Notes 2: SPF/Cl-1 .15 Class 125 (Standard) WIG. 3387 Cored Plug a Ti FIGURE 3387 - CORED PLUG Nominal Size Maximum Dimension A Approx. WI. Eoth Working PressureA - In. (mm) PSI (kPa) In. (mm) Lbs. (kg) 1/2* 300 0.94 0.10 15 2065 23.87 0.05 3/ 300 1.07 0.17 20 2065 27.11 0.08 1 300 1.25 0.28 25 2065 31.15 0.13 1¼ 300 1.36 0.44 32 2065 34.54 0.20 11/2 300 1.45 0.62 40 2055 36.83 0.28 2 300 1.56 0.91 50 2065 39.62 0.41 A -Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. * Part supplied as Solid Plug. C@uS USTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.ansilintl.com or contact an Anvil* Sales Representative. Dimensions: ASME B16.14 Material: ASTM A126 Finish: Black or Hot Dip Galvanized per ASTM A153 Class A Threads: NPT per ASME B 1 .20.1 Agency Approvals: All cast iron threaded fittings are UL/ULC Listed and FM Approved. A Pressure - Temperature Ratings in accordance with ASME BI 6.A Class 125 SPF/Cl-1 .15 1111 111111 1111111111i~ ill 11111 0K loco im M! FI[GO 7401 Rigidlok® Coupling The Fig. 7401 Rigidlok Coupling from Gruvlok provides a rigid pipe connection. Rigidity is attained simply; it is designed in. The Fig. 7401 Rigidlok coupling utilizes a technologically advanced housing design that conforms to and grips the pipe. With the Fig. 7401 there emerges a new generation of rigid couplings. Coupling installation is fast and easy, remove only one nut and swing the housing over the gasket and into the grooves. The exclusive Guidelok® feature automatically separates the grooved pipe ends and guides the coupling into position as the bolts are tightened. Precisely sized and oriented tines in the housing key section firmly grip the pipe. The combination of these designed in features produce a secure, rigid pipe joint connection. This coupling is an ideal connector for service and applications that require a rigid connection. MATERIAL SPECIFICATIONS ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval neck track head bolts conforming to ASTM A 183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A 563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts are zinc electroplated followed by a yellow chromate dip. STAINLESS STEEL BOLTS & NUTS: 304S5 Stainless Steel bolts and nuts are available as a standard option. (316S5 are available for special order). HOUSING: Ductile Iron conforming to ASTM A 536, Grade 65-45-12 COATINGS: F-1 Rust inhibiting paint - Color: ORANGE (standard) El Hot Dipped Zinc Galvanized (optional) El Other Colors Available (IE: RAL3000 and RAL9000) For other Coating requirements contact an Anvil Representative. GASKETS: Materials Properties as designated in accordance with ASTM D 2000 Grade "EP" EPDM (Green and Red color code) -40°F to 250°F (Service Temperature Range)(-40°C to 121°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. The Fig. 7401 Rigidlok Coupling is designed for use with roll grooved or cut grooved standard weight and roll grooved lightweight pipe, as well as with grooved-end fittings and valves. The Rigidlok Coupling maintains a rigid connection with support and hanging in confor- mance with applicable ANSI B31.1 Power Piping Code, ANSI B31.9 Building Service Pipe Code as well as NFPA 13 sprinkler systems. The Fig. 7401 Rigidlok Coupling allows for working pressure ratings to 750 psi (51.7 bar) when used on standard wall roll or cut grooved pipe. For hot water applications the use of Gruvlok Extreme Temperature lubricant is recommended. NSF-61 Certified for cold and hot water applications up through 12' O Grade "T'° Nitrite (Orange color code) -20°F to 180°F (Service Temperature Range)(-29°C to 82°C) Recommended for petroleum applications, air with oil vapors and vegetable and mineral oils. NOT FOR USE IN HOT WATER OR HOT AIR 0 Grade "0" Fluoro-Elastonier (Blue color code) Size Range: 1" -12' (C style only) 20°F to 300°F (Service Temperature Range)(-29°C to 149°C) Recommended for high temperature resistance to oxidizing acids, petroleum oils, hydraulic fluids, halogenated hydrocarbons and lubricants. 0 Grade "L'° Silicone (Red color code) Size Range: 1" -12" (C style only) -40°F to 350°F (Service Temperature Range)(-40°C to 177°C) Recommended for dry, hot air and some high temperature chemical services. Contact an Anvil Representative for availability. GASKET TYPE: El C Style (1"-24") El Flush Gap (1" - 24") LUBRICATION: Standard El Gruvlok XtremeTM (Do Not use with Grade "L') USTW APPROVED ng,IApp,ov& Details arid La,itaon,, ,u,wobsita at ,nvwanvllintLoom 0 at a,, AnaiP Sate, Rap,,eafltattivo. S Pràject Address: E] IJ Approved as noted Contractor: U Not approved Engineer: Submittal Date: Notes 1: Notes 2: GL-3.14 Remarks: !tàLOI< ®1L!Il[T ]F]IG0 7401 gidlok® Coupling Z -Y ri U i -i - IdLi SIZES 1 1/3" -14" SIZE 16" FIGURE 7401Ill [clii .]COUPLING Nominal ' Max. Working Max. ' Range of ' Coupling Dimensions ' Coupling ' _Bolts* Specified Torque § ' Approx. wt. Size D Pressuret End Load Pipe End Separation Ea. X V Z Qty. Size Mm. Max. In./0Nmm,l In1mm PSUhar Lbs./kN In 1mm !nimm InJmm In1mm In1mm Ft.-Lbs/N-M Lbsikg 11/2 1.900 750 2,126 0h/32 3 51/8 1% 2 /8 x 21/4 30 45 1.8 40 48.3 51.7 9.46 0-0.79 76 130 48 M10x57 40 60 0.8 2 2.375 750 3,323 0-1/32 31/2 55/u 17A 2 ½ x 21/2 30 45 2.4 50 60.3 51.7 1 14.78 0-0.79 89 143 48 1 M10x63 40 60 1.1 21/2 2.875 750 4,869 0-Vs2 4 61/8 i/ 2 ½ x 21/2 30 45 2.9 65 73.0 51.7 21.66 1 0-0.79 102 156 48 M10x63 40 1 60 1.3 30.0. 2.996 750 5,207 0-½2 4¼ 6¼ 1% 2 3%x2½ 80 100 3.4 76.1 76.1 51.7 23.52 0-0.79 105 156 48 M10x63 110 150 1.5 3 3.500 750 7,216 0-1/32 43/4 71/4 1/8 2 1/2 x 3 80 100 3.6 80 88.9 51.7 32.10 0-0.79 121 184 48 M12x76 110 150 1.6 4 4.500 750 11,928 0-3/32 5/e 8/ 2½ 2 1/2 x 3 80 100 5.0 100 114.3 51.7 1 53.06 0-2.38 149 1 213 54 1 M12x76 110 150 2.3 5'/20.D. 5.500 750 17,819 0-/32 7 93/ 2¼ 2 5/nx3½ 100 130 6.9 139.7 139.7 51.7 79.26 0-2.38 178 248 54 M16x85 135 175 3.1 5 5.563 750 18,229 0-/32 7 10 21/8 2 5/ x 31/2 100 130 6.9 125 141.3 51.7 81.09 0-2.38 178 254 54 M16x85 135 1 175 3.1 6½ O.D. 6.500 750 24,887 0-3132 8 11 2¼ 2 ½ x3½ 100 130 7.6 165.1 165.1 51.7 110.70 0-2.38 203 279 1 54 M16x85 135 175 3.4 6 6.625 750 25,854 0-/32 81/8 111/8 2'/n 2 1/8 x 31/2 100 130 7.9 150 168.3 1 51.7 115.00 0-2.38 206 283 54 M16x85 135 175 3.6 8 8.625 600 35,056 0-/32 101/2 141/8 2/e 2 3/ux4½ 130 180 15.9 200 219.1 41.4 155.94 0-2.38 267 359 67 M20x 110 175 245 7.2 10 10.750 500 45,381 0-%2 12/8 171/2 2/8 2 1 x 6 200 250 25.6 250 273.1 34.5 201.87 1 0-2.38 327 445 67 1 M24 x 150 270 340 11.6 12 12.750 400 51,070 0-/32 15 191/2 2/8 2 7/nX6 180 220 30.5 300 323.9 27.6 227.17 0-2.38 381 495 67 M22 150 245 300 13.8 14 14.000 300 46,181 0-/32 161/4 19/4 3 2 7/ux5½ 180 220 36.1 350 355.6 20.7 205.43 0-2.38 413 502 76 M22 140 245 300 16.4 16 16.000 300 60,319 0-/32 181/8 22'/o 3 3 x 51/2 180 220 42.0 400 406.4 20.7 268.31 0-2.38 460 565 76 M22 140 245 300 19.1 18 18.000 300 76,341 0-/32 201/2 243/e 31/4 4 1 x 4 200 250 51.6 450 457.2 20.7 339.58 0-2.38 521 619 79 M24x 100 270 340 23.4 20 20.000 300 94,248 0-/32 23 267/u 31/8 4 1 x 4 200 250 68.3 500 1 508.0 20.7 419.23 0-2.38 581 683 79 M24x 100 270 340 31.0 24 24.000 250 113,097 0-/32 271/8 30% 31/8 4 1 x 4 200 250 89.3 600 609.6 17.2 503.08 0-2.38 689 784 79 M24 x 100 270 340 40.5 For addilniiai det ilsee'C6ü U3taarfft&tis"in the lntrodtinStictiti?itif1CrTtitFCdtti Range of Pipe End Seperation values are for roll grooved pipe and may be doubled for cut groove pipe. * Available in ANSI or metric bet sizes only as indicated. tMasimum Woricing Pressure Rating is for schedule 40 steel pipe. For light wall, stainless steel, aluminum and ISO pipe § - For additional Bolt Torque information, see the Technical Data Section of the Gruelok Catalog. pressure ratings, please refer to the technical data section. See Installation & Assembly directions on next page. Not for use in copper systems. GL-9.15 I UVLOI< ®1WL!IIIJ[j FIG, 7401 Rigidlok® Coupling CHECK & LUBRICATE GASKET— Check gasket to be sure it is compatible for the intended service. Apply a thin coating of Gruvlok lubricant to the exterior surface and sealing lips of the gasket. Some applications require lubrication of the entire gasket surface. Be careful that foreign particles do not adhere to lubricated surfaces. á5)GASKET INSTALLATION— Slip the gasket over the pipe end making sure the gasket lip does not overhang the pipe end. On couplings 10' and larger it may be easier to turn the gasket inside out then lubricate and slide the gasket over the pipe end as shown. 3 ALIGNMENT— After aligning the two pipe ends, pull the gasket into position centering it between the grooves on each pipe. Gasket should not extend into the groove on either pipe. On couplings 10" and larger, flip or roll the gasket 7T7 into centered position. C Jj HOUSINGS— Remove one nut and bolt 'Ifand loosen the other nut. Place one housing over the gasket, making sure the housing keys fit into the pipe grooves. Swing the other housing over the gasket and into the grooves on both pipes, making sure the tongue and recess of each housing is properly mated. Reinsert the bolt and run-up both nuts finger tight. 5TIGHTEN NUTS— Securely tighten nuts alternately and equally to the specified bolt torque, keeping the gaps at the bolt pads evenly spaced. CAUTION: Uneven tightening may cause the gasket to pinch. Gasket should not be visible between segments after bolts are tightened. ASSEMBLY IS COMPLETE— g )Visuallyy inspect the pipe joint to assure the coupling keys are fully engaged in the pipe grooves. The bolt pads are to have equal gaps on each side of the coupling. NOTE: Sizes Wand larger are cast in multiple segments. To install the larger sizes align the tongue and pocket of the couplings appropriately and tighten the nuts alternately to the specified bolt ................................................................................................. CAUTION: Proper torquing of coupling bolts is required to obtain specified performance. Over torquing the bolts may result in damage to the bolt and/or casting which could result in pipe joint separation. under torquing the bolts may result in lower pressure retention capabilities, lower bend load capabilities, joint leakage and pipe joint separation. Pipe joint separation may result in significant property damage and serious injury. GL-3.14 C FIG. 7000 &ghtweight Flexible Coupling The Fig. 7000 Lightweight Flexible Coupling is designed for applications where system flexibility is desired. The Fig. 7000 Coupling is approximately 30% lighter in weight than the Fig. 7001 Coupling, and allows for working pressure ratings up to 600 psi (41.4 bar). The Figure 7000 Lightweight Flexible Coupling is intended for use in APPROVED several applications. See gasket Grade Index for gasket recommendations. vW OeVfl, and OF Intve. See technical data section for design factors. MATERIAL SPECIFICATIONS ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval neck track head bolts conforming to ASTM A 183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A 563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. TAINLESS STEEL BOLTS & NUTS: 4SS Stainless Steel bolts and nuts are available as a standard option. 316S5 are available for special order). HOUSING: Ductile Iron conforming to ASTM A 536, Grade 65-45-12 COATINGS: C] Rust inhibiting paint - Color: ORANGE (standard) O Hot Dipped Zinc Galvanized (optional) O Other Colors Available (lE: RAL3000 and RAL9000) For other Coating requirements contact an Anvil Representative. GASKETS: Materials Properties as designated in accordance with ASTM D 2000 0 Grade "EP" EPDM (Green and Red color code) -40'F to 250'F (Service Temperature Range)(-40'C to 121'C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. For hot water applications the use of Gruvlok Extreme Temperature lubricant is recommended. NSF-61 Certified for cold and hot water applications up through 12 o Grade 'T' Nitrile (Orange color code) 20'F to 180'F (Service Temperature Range)(-29'C to 82'C) Recommended for petroleum applications, air with oil vapors and vegetable and mineral oils. NOT FOR USE IN HOT WATER OR HOT AIR 0 Grade "0" Fluoro-Elastomer (Blue color code) Size Range: 1' - 8" (C style only) -20'F to 300'F (Service Temperature Range)(-29C to 149'C) Recommended for high temperature resistance to oxidizing acids, petroleum oils, hydraulic fluids, halogenated hydrocarbons and lubricants. Q Grade "L" Silicone (Red color code) Size Range: 1" - 8" (C style only) -40'F to 350'F (Service Temperature Range)(-40'C to 177'C) Recommended for dry, hot air and some high temperature chemical services. GASKET TYPE :- E] Standard C Style (1" - 8") E] Flush Gap (1' -8") LUBRICATION: El Standard Gruvlok El Gruvlok XtremeTM (Do Not use with Grade "L') PROJECT INFORMATION APPROV AL STAMP Project: IJ Approved Address: E] Approved as noted Contractor: U Not approved eer: Remarks: Submittal Date: Notes 1: Notes 2: GL-3.14 [I1T LOK ®1iJL!1I[ FIG, 7000 Lightweight Flexible Coupling S I i i 0 011A ilk, 9-14 ~ I Oil 110 NMI _ A!1 pg. FIGURE L,I.I,ICOUPLING Nominal Max. Max End Range of Deflection from Q Coupling Dimensions Coupling Bolts Specified Torque § Approx Size Load Srn Wt. Ea: Per Coupling of Pipe X Y Z Qty. Size Min.Max. lni0W(mm) In/mm PSVbar LbsikN tm/mm 0eee0MbnjfesQ Inift-mm/m !nimm lnlmm 1,11mm -- InJmm -- Ft.-Lbsj?t-m LisiKg 1 1.315 600 815 0_1/32 10 22' 0.29 2% 41/4 1/4 2 3/8X21/4 30 45 1.3 25 1 33.4 41.4 1 3.62 0-0.79 1 23.8 60 108 44 Ml0x57 40 60 0.6 11/4 1.660 600 1,299 0_h/32 10 5' 0.23 23/4 4/8 1/4 2 /8 x 21/4 30 45 1.4 32 42.2 41.4 5.78 0-0.79 18.8 70 111 44 M10x57 40 60 0.6 11/2 1.900 600 1,701 0 1/32 0° 57' 0.20 3 4% 1/4 2 %x21/4 30 45 1.5 40 48.3 41.4 7.57 0-0.79 16.5 76 117 44 M10x57 40 60 0.7 2 2.375 600 2,658 0 1/32 0°45' 0.16 31/2 51/2 1/4 2 %x2¼ 30 45 1.7 50 1 60.3 41.4 1 11.82 0-0.79 13.1 89 140 44 M10x57 40 60 0.8 21/2 2.875 600 3,895 0 1/32 0° 37' 0.13 4 53/4 1/4 2 % x 21/4 30 45 1.9 65 73.0 41.4 17.33 0-0.79 10.9 102 146 44 M10x57 40 60 0.9 30.0. 2.996 600 4,230 0-'/32 0°36' 0.13 4 6½ 1'14 2 118x2Y4 30 45 2.3 76.1 76.1 41.4 18.82 0-0.79 10.4 102 156 44 MiOx 57 40 60 1.0 3 3.500 600 5,773 0-1/32 0031 0.11 4% 63/4 1% 2 ½x23/4 80 100 2.9 80 88.9 41.4 25.68 0-0.79 8.9 117 171 44 M12x70 110 150 1.3 31/2 4.000 600 7,540 0_1/32 0° 27' 0.09 51/8 7% 1/4 2 1/2 x 3 80 100 3.1 90 101.6 41.4 33.54 0-0.79 7.8 130 194 44 M12x76 110 150 1.4 41/4 O.D. 4.250 600 8,512 0-32 10 16 0.26 5½ 7114 2 2 ½x3 80 100 4.0 108.0 108.0 41.4 37.86 0-2.38 22.0 140 197 51 - M12x76 110 150 1.8 4 4.500 600 9,543 0-/32 1° 12' 0.25 5/8 81/8 2 2 1/2 x 3 80 100 4.6 100 114.3 41.4 42.45 0-2.38 20.8 149 206 51 - M12x76 110 150 2.1 5V4 Off 5.236 500 10,766 0-3As 1°2' 0.21 6½ 9½ 2 2 5/ox3½ 100 130 5.7 133.0 133.0 34.5 47.89 0-2.38 17.9 165 232 51 - M16x85 135 175 2.6 5½ 0.0. 5.500 500 11,879 0-/ss 0°59' 0.20 6314 9116 2 2 %x3½ 100 130 6 139.7 139.7 34.5 52.84 0-2.38 17.0 171 238 51 - M16x85 135 175 2.7 5 5.563 500 12,153 0-/32 0° 58' 0.20 7 9% 2 2 % x 31/2 100 130 6.1 125 141.3 34.5 54.06 0-2.38 16.8 178 244 51 M16x85 135 175 2.8 6114 0.0. 6.259 500 15,384 0-3152 0°51' 0.18 7½ 10'16 2 2 518x3½ 100 130 6.7 159.0 159.0 34.5 68.43 0-2.38 14.9 191 264 51 - M16x85 135 175 3.0 6½ 0.0. 6.500 500 16,592 0-Ya2 0°50' 0.17 73/4 10/4 2 2 °/ax3½ 100 130 7.0 165.1 165.1 34.5 73.80 0-2.38 13.1 197 273 51 M16x85 135 175 3.2 6 6.625 500 17,236 0-/32 0°49' 0.17 8 11 2 2 5/ex31/2 100 130 8.1 150 168.3 34.5 76.67 0-2.38 14.1 203 279 51 M16x85 135 175 3.7 8 8.625 500 29,213 0-/32 0° 37' 0.13 10½ 1213/16 21h 2 %x41/2 130 180 14.2 Q-1 -ML-1-1-34-5 129.95 0-2.38 10.9 264 337 60 M20x 110 175 245 6.4 NOTES: For additional details see "Coupling Data Chart Notes" in the Introduction Section of the Gruvlok Catalog. Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for Cut groove § - For additional Bolt Torque information, see the Technical Data Section of the Gruvlok Catalog. pipe. See the Technical Data Section of the Gruvlok Catalog. See Installation &Assernbly directions on vent page. For Misalignment, Deflection and Curve Layout Calculations, refer to the Technical Data Section of the Gruvlok Catalog. Not for use in copper systems. °Maoimem Worfdng Pressure Rating in for schedule 40 steel pipe, For light wall, stainless steel, aluminum and ISO pipe pressure ratings, please refer to the technical data section. GL-9.15 111 11111 1 ~LOKInII[T FIG, 7010 * educing Coupling The Fig. 7010 Reducing Coupling makes it possible to directly connect two different pipe sizes, eliminating the need for two couplings and a reducing fitting. The specially designed reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents the smaller pipe from telescoping into the larger during assembly. Fig. 7010 Reducing Coupling allows for working pressure ratings up to 500 PSI (34.5 bar). Not recommended for vacuum applications. APPROVED Details and Limitations, www.anvilirttt.com Or ales Representative. [MATERIAL SPECIFICATIONS ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval neck track head bolts conforming to ASTM A 153 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A 563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. .IETRIC BOLTS & HEAVY HEX NUTS: eat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts are zinc electroplated followed by a yellow chromate dip. HOUSING: Ductile Iron conforming to ASTM A 536, Grade 65-45-12, or Malleable Iron conforming to ASTM A 47, Grade 32510. COATINGS: El Rust inhibiting paint - Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other Colors Available (lE: RAL3000 and RAL9000) For other Coating requirements contact an Anvil Representative. GASKETS: Materials Properties as designated in accordance with ASTM D 2000 E] Grade "E" EPDM (Green color code) -40F to 230'F (Service Temperature Range)(-40C to 119C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. E] Grade "T" Nitrite (Orange color code) -20'F to 180F (Service Temperature Range)(-29C to 82CC) Recommended for petroleum applications, air with oil vapors and vegetable and mineral oils. NOT FOR USE IN HOT WATER OR HOT AIR. LUBRICATION: fl Standard Gruvlok 0 Gruvlok XtremeTM (Do Not use with Grade "C') PROJECT_IftSjlIIJ Project: I, _JI1W'I' STAMP 0 Approved Address: E] Approved as noted Contractor: 0 Not approved seer: Remarks: Submittal Date: Notes 1: Notes 2: GL-3.14 I-. :~LCK ®JL!IIIJ[ FJCGO 7010 Reducing Coupling Reducing Coupling Housing LGasket Gasket Center Fig. 7010 Coupling with Gasket GO= [I FIGURE 7010 REDUCING COUPLING Nominal ' Larger ' Smaller ' Max. End ang 0 I Deflection from Q ' Coupling Dimensions ' Coupling Bolts 'Specified Torque §' Approx. Size O.D. O.D. Pressurt Working End Load Wt. Ea. Seraon Per Coupling of Pipe X V Z Oty. Size Min. Max. 1nJ0N(mm) lnlmm lnimm pSitbar LL,s,*N lnimm 0es(.Minufe3 inJ,'t-mnl/m InJmm In/mm InJmm In/aim FE-Lbs/N-m LbsA(g 2x1½ 2.375 1.900 500 2,215 0-1/32 0045 0.16 31/8 5/e 1/8 2 ½x23/4 80 100 2.0 50x40 60.3 48.3 34.5 9.85 0-0.79 13.1 92 149 48 M12x76 110 150 0.9 2½x2 2.875 2.375 500 3,246 0-1/32 0037 0.13 41/4 6% 17/8 2 %x23/4 80 100 3.5 65x50 73.0 60.3 34.5 14.44 0-0.79 10.9 108 162 48 M12x76 110 150 1.6 3x2 3.500 2.375 500 4,811 0h/32 0031 0.11 4/8 71/8 17/8 2 1/2 X23/4 80 100 4.4 80x50 88.9 60.3 34.5 21.40 0-0.79 8.9 124 181 48 M12x76 110 150 2.0 3 x 21/2 3.500 2.875 500 4,811 0h/s2 00 31 0.11 47/8 71/8 17/8 2 1/2 x 2/4 80 100 4.1 80x65 88.9 73.0 34.5 21.40 0-0.79 8.9 124 181 48 M12x76 110 150 1.9 4x 2 4.500 2.375 500 7,952 0-%2 1012 0.25 61/4 87A 2 2 %x 31/2 100 130 8.9 100x50 114.3 60.3 34.5 35.37 0-2.38 20.8 159 225 51 M16x95 135 175 4.0 4x2½ 4.500 2.875 500 7,952 0-1/32 1012 0.25 61/4 87/8 2 2 %x3½ 100 130 7.9 100 x65 114.3 73.0 34.5 35.37 0-2.38 20.8 159 225 51 M16x95 135 175 3.6 4 x 3 4.500 3.500 500 7,952 0-3/32 10 12' 0.25 61/4 87/8 2 2 ¼ x 31/2 100 130 6.7 100x80 114.3 88.9 34.5 35.37 0-2.38 20.8 159 225 51 M16x95 135 175 3.0 5 x 4 5.563 4.500 500 12,153 0-/32 10 58' 0.20 71/4 10% 21/8 2 3/4 x 41/2 130 180 11.4 125x 100 141.3 114.3 34.5 54.06 0-2.38 16.8 184 270 54 M20x 115 175 245 5.2 6x4 6.625 4.500 500 17,236 0-/32 0°49' 0.17 81/4 11% 2% 2 3/4 x41/2 130 180 13.4 150x 100 168.3 114.3 34.5 76.67 0-2.38 14.1 210 295 54 M20x 115 175 245 6.1 6x5 6.625 5.562 500 17,236 0-/32 0°49' 0.17 81/2 11% 21/8 2 3/4 x41/2 130 180 13.5 150x 125 168.3 141.3 34.5 76.67 0-2.38 14.1 216 295 54 M20x115 175 245 6.1 8x6 8.625 6.625 500 29,213 0-/32 0°37' 0.13 101/2 14 2¼ 2 3/4 X4½ 130 180 17.7 200x150 219.1 168.3 34.5 129.95 0-2.38 10.9 267 356 57 M20x 115 175 245 8.0 NOTES: Fig. 7010 Reducing Coupling should not be used with end caps in systems where a vacuum may be developed. Contact your Anvil Representative for details. Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for Cut groove pipe. See the Technical Data Section of the Gruvlok Catalog for details. For Misalignment, Deflection and Curve Layout Calculations, refer to the Technical Data Section of the Gruvlok Catalog. tMuximum Working Pressure Rating is for schedule 40 steel pipe. For light wall, stainless steel, aluminum and ISO pipe pressure ratings, please refer to the technical data section. For additional details see "Coupling Data Chart Notes" in the Introduction Section of the Gruvlok Catalog. § - For additional Bolt Torque information, see the Technical Data Section of the Gruvlok Catalog. See Installation & Assembly directions on nest page. Not for use in copper systems. GL-9.15 [jjLOK =CA GJRUVLOIK® )F]IRE4ETETM SNORT PATTERN F)ITT]INGS LTW APPROVED FIG. 7450 90° Short Pattern Elbow The Gruvlok® Fire-Rite short pattern 900 elbows has a 2° to 8 size range and a 300 psi pressure rating. Fire-Rite° fittings are painted to industry specification and are available galvanized for more corrosive environments. CAD design increases internal diameters and provides superior flow capability. C TO E "I aD. 18 16- .214 Q. CL 12- 10- 8 8 inch ----6 inch -----4 inch 3 inch -. - 2'/2 inch 2inch -+ + -4- , --- 4-- --4- + — -+ ---- + -- - - 5 10 15 20 Flow Rate (ftJsec.) Gruviok short pattern fittings exceed the headloss requirements of NFPA 13. For Fig. 7450 900 grooved end elbows use the value shown. Note.-Above values are shown for Schedule 40 pipe to be consistent with industry practices. FIGURE 7450 90* ELBOW Nominal 0 D Center Approx. Size to End Wt. Ea. InJON(mm) 011mm inJmm LbslKg 2 2.375 21/4 1.7 50 60.3 70 0.8 21/2 2.875 3 2.6 65 73.0 76 1 1.2 3 3.500 3/8 3.5 80 88.9 86 1.6 4 4.500 4 6.5 100 114.3 102 3.0 6 6.625 51/2 14.8 150 168.3 140 6.7 8 8.625 6/e 25.6 200 219.1 175 11.6 All are Ductile Iron. PROJECT INFORMATION APPROVAL STAMP _J - - Project: El Approved Address: []Approved as noted Contractor: 0 Not approved sneer: Remarks: Submittal Date: Notes 1: Notes 2: GL-7.12 NSF/ANSI 61 1 90 Galvanized Gruvlok FitSnga we NSF-61 and Law Lead Approved C@, USTED APPROVED For Listings/Approval Details and Limdatians, visit our website at www.anvitintl.com or contact an AnviP Sates Representative. [MATERIAL SPECIFICATIONS 1 CAST FITTINGS: Ductile iron conforming to ASTM A 536, Grade 65-45-12 Malleable iron conforming to ASTM A 47 FABRICATED FITTINGS: 1-12" Carbon steel, Schedule 40, conforming to ASTM A 53, Grade B 14-24" Carbon steel, 0.375 wall, conforming to ASTM A 53, Grade B COATINGS: Rust inhibiting paint - Color: ORANGE (standard) Hot Dipped Zinc Galvanized conforming to ASTM A 153 (optional) Other Colors Available (IE: RAL3000 and RAL9000) Nominal O.D.ominal O.D. Size Size /n,VN(mm) In/mm InJDN(mm) In/mm 5.563 1 1.315 5 25 33.4 140 141.3 11/4 1.660 6¼ O.D. 6.259 32 42.4 159.0 159.0 11/2 1.900 11 0.0. 6.500 40 48.3 165.1 165.1 2 2.375 6 6.625 50 60.3 150 168.3 21/2 2.875 8 8.625 65 73.0 200 219.1 30.0. 2.996 10 1 10.750 3 3.500 12 12.750 80 88.9 1 300 1 323.9 31/2 4.000 14 1 14.000 90 101.6 350 355.6 4¼ 0.0. 4.250 16 16.000 108.0 108.0 400 406.4 4 4.500 18 18.000 100 114.3 450 457.2 51/4 0, D. 5.236 20 20.000 133.0 133.0 500 508.0 ---,rn.............. .... . 0.0.0 '24' 139.7 139.7 I 600 609.6 The Fitting Size Chart is used to determine the O.D. of the pipe that the fittings is to be used with. Gruvlok Fittings are identified by either the Nominal size in inches or the Pipe O.D. in/mm. iVLOK Gruvlok fittings are available through 24" nominal pipe size in a variety of styles. Use the Fitting Size Table to convert nominal pipe size to corresponding pipe O.D. These fittings are designed to provide minimum pressure drop and uniform strength. Depending on styles and size, Gruvlok fittings are provided in various materials including ductile iron, forged steel or fabricated steel. Pressure ratings of Gruvlok standard fittings conform to those of Fig. 7001 Gruvlok coupling. Not for use in copper systems. FLOW DATA - FRICTIONAL (EXPRESSED AS EQUIVALENT STRAIGHT RESISTANCE - PIPE) Nom. Pipe Wall Elbow 0 D Size Thickness 9O 45 Branch InIDN(n,m) In./min lnimm Ftim Ftim Ftim Te qFtJM 1 1.315 0.133 1.7 0.9 4.4 25 33.4 3.4 0.5 0.3 1.3 11/4 1.660 0.140 2.3 1.2 5.8 32 42.2 3.6 0.7 0.4 1.8 0.7 11/2 1.900 0.145 2.7 1.3 6.7 2.7 40 1 48.3 3.7 0.8 0.4 1 2.0 0.8 2 2.375 0.154 3.4 1.7 8.6 3.4 50 60.3 3.9 1.0 0.5 2.6 1.0 21/2 2.875 0.203 4.1 2.1 10.3 4.1 65 73.0 5.2 1.2 0.6 3.1 1.2 30.0. 2.996 0.197 4.3 2.2 10.8 4.3 76.1 76.1 5.0 1.3 0.7 3.3 1.3 3 3.500 0.216 5.1 2.6 12.8 5.1 80 88.9 5.5 1.6 0.8 3.9 1.6 4'/ O.D. 4.250 0.220 6.4 3.2 16.1 6.4 108.0 108.0 5.6 2.0 1.0 4.9 1 2.0 4 4.500 0.237 6.7 3.4 16.8 6.7 100 114.3 1 6.0 2.0 1 1.0 5.1 2.0 5¼ 0.0. 5.236 0.248 8.0 4.0 20.1 8.0 133.0 133.0 6.3 2.4 1.2 6.1 2.4 5½ 0.0. 5.500 0.248 8.3 4.2 20.9 8.3 139.7 139.7 6.3 2.5 1.3 6.4 2.5 5 5.563 0.258 8.4 4.2 21.0 8.4 125 141.3 6.6 2.6 1.3 6.4 1 2.6 6¼ 0.0. 6.259 0.280 9.7 4.9 24.3 9.7 159.0 159.0 7.1 3.0 1.5 7.4 3.0 6½ O.D. 6.500 0.280 10.0 5.0 24.9 10.0 165.1 165.1 7.1 3.0 1.5 7.6 3.0 6 6.625 0.280 10.1 5.1 25.3 10.1 150 168.3 7.1 3.1 1 1.6 7.7 3.1 8 8.625 0.322 13.3 6.7 33.3 13.3 200 219.1 8.2 4.1 2.0 10.1 4.1 10 10.750 0.365 16.7 8.4 41.8 16.7 250 1 273.1 9.3 5.1 2.6 12.7 5.1 12 12.750 0.375 20.0 10.0 50.0 20.0 300 323.9 9.5 6.1 3.0 15.2 6.1 14 14.000 0.375 22.2 17.7 64.2 22.9 350 355.6 9.5 6.8 5.4 19.6 7.0 16 16.000 0.375 25.5 20.4 73.9 26.4 400 406.4 9.5 7.8 6.2 22.5 8.0 18 18.000 0.375 28.9 23.1 87.2 31.1 450 . 457.2 9.5 .8.8_ 7.0 26.6 9.5 20 20:000 0.375....22 -27...973 500 508.0 9.5 9.8 78 29.7 10.6 24 24.000 0.375 38.9 31.1 113.0 40.4 600 609.6 9.5 11.9 9.5 34.4 12.3 For the reducing tee and branches, use the value that is corresponding to the branch size. For example: for 6' x 6" x 3" tee, the branch value of 3' is 12.8 It (3.9). GL-8.14 ~UVLOKIII IITiTiII 18 16 .2 14 0. 12 00 10 8 6 4 0 8 inch —•-6 inch ----4 inch 3 inch - — . . — 21/2 inch 2inch ___---------- +—.—,---;_-.. + - 4- -4- - Ifl.VV.L% n.% ntll 7fl - 4. - 4- 4- --4. — ri.%fltflflttflWflfl&Sfl.l .—+-. --—+ _f__+ — 4-- -t 5 10 15 20 Flow Rate (ftfsec.) IGruv1ok short pattern fittings exceed the headloss requirements of NFPA 1 3.J For Fig. 7460 Tee branch use 21/2 times the value shown. For Fig. 7460 Tee run use the value shown. Note: Above values are shown for Schedule 40 pipe to be consistent with industry practices. <> I1Rl APPROVED For Liat[r9s/Appeaal OoloIo and Urrdoloro, od ourwebsile at so.w.anvitntl.com or oorrrool err, MoP Sates Reprsoarrmdno. C TO E CTOE __ FIGURE 7460 TEE Nominal I OR Center I Approx. Size to End Wt. Ea. In./DN(mni) lnimm InJmm Lbs.fi(g 2 2.375 2/4 2.5 50 60.3 70 1.1 21/a 2.875 3 3.5 65 73.0 76 1.6 3 3.500 3% 4.8 80 88.9 86 2.2 4 4.500 4 8.1 100 114.3 102 3.7 6 6.625 51/2 19.1 150 168.3 140 8.7 8 8.625 6/8 35.2 200 219.1 175 16.0 IIi are IJuctile iron. . FIG. 7460 Short Pattern Tee The Gruvlok® Fire-Rite" short pattern tee has a 2 to 8 size range and a 300 Psi pressure rating. Fire-Rite fittings are painted to industry specification and are available galvanized for more corrosive environments. CAD design increases internal diameters and provides superior flow capability. PROJECT INFORMATION - Project: APPROVAL STAM P []Approved Address: []Approved as noted Contractor: J Not approved Remarks: IPer: ittal Date: 1: Notes 2: GL-7.12 UVL 01< ahmallinui 61 1~ 1 11 Em Gruvlok fittings are available through 24" nominal pipe size in a variety of styles. Use the Fitting Size Table to convert nominal pipe size to corresponding pipe O.D. These fittings are designed to provide minimum pressure drop and uniform strength. Depending on styles and size, Gruvlok fittings are provided in various materials including ductile iron, forged steel or fabricated steel. Pressure ratings of Gruvlok standard fittings conform to those of Fig. 7001 Gruvlok coupling. Not for use in copper systems. FLOW DATA - FRICTIONAL RESISTANCE (EXPRESSED AS EQUIVALENT STRAIGHT - PIPE) Nom. Pipe Wall Elbow Tee O.D. Size Thickness 90" 45" Branch Run 1niDN(mm) - minim - Inimm FtJm Him Ftim Film 1 1.315 0.133 1.7 0.9 4.4 1.7 25 33.4 3.4 0.5 0.3 1.3 0.5 11/4 1.660 0.140 2.3 1.2 5.8 2.3 32 42.2 3.6 0.7 0.4 1.8 1 0.7 11/2 1.900 0.145 2.7 1.3 6.7 2.7 40 48.3 3.7 0.8 0.4 2.0 0.8 2 2.375 0.154 3.4 1.7 8.6 3.4 50 60.3 3.9 1.0 0.5 2.6 1.0 21/2 2.875 0.203 4.1 2.1 10.3 4.1 65 1 73.0 5.2 1.2 0.6 3.1 1.2 30.0. 2.996 0.197 4.3 2.2 10.8 4.3 76.1 76.1 5.0 1.3 0.7 3.3 1.3 3 3.500 0.216 5.1 2.6 12.8 5.1 80 88.9 5.5 1.6 1 0.8 3.9 1.6 4'% O.D. 4.250 0.220 6.4 3.2 16.1 6.4 108.0 108.0 5.6 2.0 1.0 4.9 2.0 4 4.500 0.237 6.7 3.4 16.8 6.7 100 114.3 6.0 2.0 1.0 5.1 2.0 51/4 O.D. 5.236 0.248 8.0 4.0 20.1 8.0 133.0 133.0 6.3 2.4 1.2 6.1 2.4 5½ 0.0. 5.500 0.248 8.3 4.2 20.9 8.3 139.7 139.7 6.3 2.5 1.3 6.4 2.5 5 5.563 0.258 8.4 4.2 21.0 8.4 125 141.3 6.6 2.6 1.3 6.4 2.6 6¼ O.D. 6.259 0.280 9.7 4,9 24.3 9.7 159.0 159.0 1 7.1 3.0 1.5 7.4 1 3.0 6½ O.D. 6.500 0.280 10.0 5.0 24.9 10.0 165.1 165.1 1 7.1 3.0 1.5 7.6 3.0 6 6.625 0.280 10.1 5.1 25.3 10.1 150 168.3 7.1 3.1 1.6 77 3.1 8 8.625 0.322 13.3 6.7 33.3 13.3 200 219.1 8.2 4.1 2.0 10.1 4.1 10 10.750 0.365 16.7 8.4 41.8 16.7 250 273.1 9.3 5.1 2.6 1 12.7 1 5.1 12 12.750 0.375 20.0 10.0 50.0 20.0 300 323.9 9.5 6.1 3.0 15.2 6.1 14 14.000 0.375 22.2 17.7 64.2 22.9 350 355.6 9.5 6.8 5.4 19.6 7.0 16 16.000 0.375 25.5 20.4 73.9 26.4 400 406.4 9.5 7.8 6.2 22.5 8.0 18 18.000 0.375 28.9 23.1 87.2 31.1 450 457.2 9.5 - ...8.8 . 7.0 1. .26.6 1 9.5 '20:000 ' 25797.3" " '3"48 500 508.0 9.5 9.8 7.8 29.7 10.6 24 24.000 .0:3"5.....'322 0.375 38.9 31.1 1 113.0 40.4 600 609.6 9.5 11.9 9.5 34.4 12.3 For the reducing tee and branches, use the value that is corresponding to the branch size. For example: for 6" x 6" x 3" tee, the branch value of 31012.8 ft (3.9). NSF/ANSI 61 c®os Up APPROVED For Listings/Approval Details and UmilaSons, visit our webaite at eww.anvilintl.00m or an AF Sales Representative. Galvanized Gwvlok FilOngs ala NSF.61 and Low Lead Approved I MATERIAL SPECIFICATIONS I CAST FITTINGS: Ductile iron conforming to ASTM A 536, Grade 65-45-12 Malleable iron conforming to ASTM A 47 FABRICATED FITTINGS: 1-12" Carbon steel, Schedule 40, conforming to ASTM A 53, Grade B 14-24" Carbon steel, 0.375 wall, conforming to ASTM A 53, Grade B COATINGS: Rust inhibiting paint - Color: ORANGE (standard) Hot Dipped Zinc Galvanized conforming to ASTM A 153 (optional) Other Colors Available (lE: RAL3000 and RAL9000) S Nominal O.D. Nominal Size Size InlDN(mm) Inlmm InJDN(mm) !nimm 1 1.315 5 5.563 25 33.4 140 141.3 11/4 1.660 6¼ O.D. 6.259 32 42.4 159.0 159.0 11/2 1.900 6½0.0. 6.500 40 48.3 165.1 165.1 2 2.375 6 6.625 50 60.3 150 168.3 21/2 2.875 8 8.625 65 73.0 200 219.1 30.0. 2.996 10 10.750 76.1 76.1 250 273.0 3 3.500 12 12.750 80 88.9 300 323.9 31/2 4.000 14 14.000 90 101.6 350 355.6 4¼ 0.0. 4.250 16 16.000 108.0 108.0 400 406.4 4 4.500 18 18.000 100 114.3 450 457.2 5¼ 0.0. 5.236 20 20.000 I 139.7 I 139.7 11 600 I 609.6 I The Fitting Size Chart is used to determine the OR of the pipe that the fittings is to be used with. Gruvlok Fittings are identified by either the Nominal size in inches or the Pipe O.D. in/mm. S GL-8.14 NBB4M=TM TEEmW in nuim RRANCH C111T1 FT FITTINI ,IL.lifJIJth] ]uthilthi L' :11 a kYA ri 0 111 MFAH 111:11 L1 [C199461 :1 USIMI I If Method No. 2 - Use the following system: x IM Merit Steel Quantity Outlet Size Header Size Weight End Tee-Let Material Always order Column "A" Insert size Sch. 10 A - Female Thread a few more of chart consolidation Standard B - Male Thread than actually from C - Cut Groove reA.,ired for Column "B" CIA - RCA Groove the job. of chart Me!(Od No. 1 - Specify quantity t desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired QUANTITY PART NUMBER MeritWeld-Misermi Tee-Lots Welding Branch Outlet Fittings offer the user a high strength, low cost forged thread- ed and grooved line of fittings specifically designed and manufactured to be installed on schedules 5 thru 10, propri- etary thin wall flow pipe and standard wall pipe. Unified DesignTM Series Merit's Unified Designmi Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit Weld-Miser Tee-Lets are designed and manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the Installation. Merit Tee-Lets Install with less weld volume than any other brand of welding outlet fittings for fire sprinkler appli- cations. To accomplish this: The contoured end of the fittings employs a reducd outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn-through or excessive distor- tion. On the smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 1-1/2" and larger, whether male or female threaded, grooved or beveled requires the same hole size in the header pipe. This simplifies the installa- tion process. ral Specifications Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical require- ts of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Tee-Lets. ads are cut in accordance with the requirements of ANSI 31 .20.1, 300 lb. class, national standard for tapered pipe threads. 1:1985 BSPT threads are available. Let threaded and grooved welding outlet fittings are UL/ULC Listed, and FM Approved for use in the fire sprinkler systems tiled in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, higher pressures in other non-critical piping systems. Send for pressure ratings per ASME/ANSI B31. Lets are offered in a wide variety of header sizes. The consolidated header sizes shown In the following charts allow the fit- , to be installed on more than one header size, while permitting the first size listed to fit the header perfectly, while a small gap g the longitudinal centerline of the header will appear for the second size listed. Outlet Fittings shall be Merit Weld-MiserTM Tee-Let® lightweight forged steel, employing low weld volume profile to provide for tration welds with minimum burn-through and pipe distortion on schedules 5 thru 10, proprietary thin wall, and standard wall treads are to be ANSI B1.20.1, tapered 300 lb. class or BS21 :1985, and the bore of the fittings calculated to improve flow. i outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. Tee- Merit Manufacturing Corporation, Pottstown, Pennsylvania 19464 U.S.A. to order _—_Use-either of the followingmethods for ordering Merit® Weld-MiserrM Tee-Lets®. S TVDe A - Female Threads I I & Corresponding Part Numbers Ani .weii11 Each Lb I kgs i1uk6o? ..tfrn.I Out let Size A 1dder Size I IUe,: .epth ç Inside Diameter ize 0 také' up Size mi. Oj 114x 1-114-8 0.080 ____ 6x 6-200 0.04 :loasol2 112 1-1(4- 1-1/2 1.063 0.100 0.500 0.171 13 x 32.40 27.0 17.8 121 0.08 1.063 0.700 0.500 0.171 '005015 1-1/2.2 40-50 27.0 17.8 12.7 0.08 2-2.112 1.063 0.700 0.500 0.171 .1Q05O2.3 50-65 27.0 17.0 12.7 9.08 1005025 2-112-8 1.063 0.700 0.500 0.169 65-200 27.0 17.8 1217 0.00 1007012 314 x 1-114 - 1-1(2 1.125 0.900 0.500 01260 19x 32-40 28.6 22.9 12.7 0.12 1-1/2-2 1.125 0.900 0.500 0.260 1007.01 5~ 11, 40.50 28.6 22.9 12.7 0.12 2-2-1/2 1.125 0.900 0.500 0.260 1000S 50-65 . 28.6 22.9 12.7 0.12 . 2-112-8 1.125 0.900 0.500 0.256 65- 00 28.6 22.9 12.7 0.12 1Q10012 lx 25x 1-114-1-112 32-40 1.250 31.8 1,145 29.1 0.500 12.7 0.331 0.15 1-1/2 -2 1.250 1.145 0.500 0.331 Q0j1, 40-50 31.8 20.1 12.7 0.15 2-2-1/2 1.250 1.145 0.500 0.320 Mob 50.65 31.8 29.1 12.7 0.15 15 2-1(2-3 1.250 1.145 0.500 0.314 65-80 31.8 29.1 12.7 0.14 3.4 1.250 1.145 0.500 0.309 L1O10o30 1kodo 60- 100 31.8 29.1 121 0.14 L.1016050 5-8 1.250 1.145 0.500 0.291 ffliimo - 125- 200 31.8 29.1 12.7 0.13 1012112 1-114 x 1-1/4 - 1-1/2 1.315 1.490 0.500 0.432 .iii'b'Ii 32 x 32-40 34.9 37,8 12.7 .010 1-1/2-2 1.375 '4',3 1.490 37.8 0.600 127 0.421 102015 .2-2-1/2 50-65 1.376 34.0 1.490 37.8 0.500 12.7 0.421 .019 2-112-3 1.315 1.490 0.500 0.411 101202 AMU 65-00 34.9 37.8 12.7 .019 -aO12030 3-4 1.375 1.490 0.500 0.389 12cJSO 80- 100 34.9 37.8 12.7 .018 5-8 1.315 1.490 0.500 0.389 060. 125-200 34.9 37.8 12.7 .010 I TI'-A UMUWN Numbcr BSPT ' In / mm Nominal Nominal Outlet Inside Make Ouulimi header' , Length' Diameter up SheA SizoE izeC ' SizeD SizeM Weight Each Lb.IIcg 1015015 1-112x 1-1I2 1.625 1.610 0.875 0.477 1115015 40x 40 41.3 40.9 22.2 .022 2 1.625 1.610 0.875 0.417 1015020 1115020 50 41.3 40.9 22.2 .022 2.1/2 1.625 1.610 0.815 0.477 1015025 1115026 65 41.3 40.9 22.2 .022 3.4 1.625 1.610 0.875 0.477 1015030 1115030 80-100 41.3 40.9 22.2 .022 4 1.625 1.610 0.875 0.411 1015040 1115040 100 41.3 40.9 22.2 .022 5-8 1.625 1.610 0.875 0.477 1015050 1115050 - 125-200 41.3 40.9 22.2 .022 1020020 2 x 2 1.150 2.067 0.875 0.857 1120020 50 a 50 44.6 52.5 22.2 0.38 2-1(2 1.750 2.067 0.875 0.829 1020025 1120025 65 44.6 52.5 22.2 0.38 3 1.750 2.067 0.875 0.829 1020030 1120030 80 44.5 52.5 22.2 0.39 1020040 4 1.750 2.067 0.875 0.800 1120040 100 44.5 52.5 22.2 0.36 5 1.750 2.067 0.875 0.143 1020050 1120050 126 44.6 52.5 22.2 0.34 6 1.750 2.061 0.875 0.743 1020060 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.876 0.743 1120080 200 44.6 52.5 22.2 e.34 1025025 2-1/2x 2-112 2.215 2.469 1.125 1.260 1125025 65x 65 64.0 82.7 20.6 0.55 3 2.215 2.469 1.125 1.200 1025030 1125030 80 54.0 62.7 20.6 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 100 54.0 62.7 28.6 0.62 1025050 5 2.216 2.469 1.125 1.150 1125050 125 54.0 62.1 28.6 0.52 1025060 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.1 20.6 0.52 1025080 8 2.215 2.469 1.125 1.155- 1125M 200 64.0 62.7 28.6 0.52 1025030 3x 3 2.500 3.068 1.500 3.100 - 80x 00 63.5 77.9 1 38.1 1.41 4 2.500 3.058 1.500 3.100 1025040 - 100 63.5 77.9 30.1 1.41 1025050 5 2.500 3.068 1.500 3.100 - 125 63.6 77.9 38.1 1.412 6 2.500 3.068 1.500 3.100 1025060 - 150 63.5 77.9 38.1 1.412 1025080 8 2.500 3.068 1.500 3.100 1040040 4x 4 3.000 4.026 2.000 5.00D - lx 100 76.2 102.3 50.8 2.27 5 3.000 4.026 2.000 5.000 1010050 - 125 76.2 102.3 50.6 2.27 1040060 6 3.000 4.026 2.000 5.000 - 150 76.2 102.3 50.8 227 8 3.000 4.026 2.000 5.000 '1040080 - - 200 76.2 102.3 60.8 2.27 lets are manufactured lo fit size-on-size, that is' s the contoured shape on a given Tee-Let Is macfe to fit perfectly on the first listed header size. If installed on the see- IWder size mwked on the fitting, a slight gap of approximately 1/32 will appear along the longitudinal centerline of the header. For example, a 1 a 2 - 2-1/2 Tee-Let, is a yte.t fittIng manufactured to It perfectly on the 2 header size listed, while leaving a 1/32 gep along the longItudinal centerline of the 2-lIT size. If a perfect fit Is required 1I header pipe then a I x 2 1/2 3 Tee let would be ordered Size consolidations are employed to reduce Inventory and provide for greater flexibility. Roll Groove Sch. 10 Cut Groove Std. Wt. Male Thread Std. Wt. el 0011 010, FASO I: oçt Iiuvunai oulside WaD - Dimensions & NomaI r Dteit Insktç çlullet Ii ii Weight SGC I Si i S.w 1.114,Corresponding Part Numbers 2 2210012 1 x 1.1/4- 1-112 3 1.049 1316 0.133 1.500 25x 32-40 80 26.6 33.4 34 30 5 221015 1-112-2 3 1.049 1.315 0,133 1.600 1 H T!r. Roll 40-50 ' ..!!L I 1Afl i I TI 3.....L. fl I1 .20.... I 9flft .iAh MO' [*1 Groove In 14l.(Jl.itJ VIWU LIUULU '' ' ••" . . Me1kbk Si Sie8j IiC tu..ni. SIZeD Se ke( F F ILb'1! 50 65 266 334 34 30 1"112 4 3 1,D49 1.315 0.133 1.500 1325025 2025025 2226025 7-112 x 2-112 3 2.469 2.635 1 2.6761 0.203 0,120 1 500 AN 2010025 2210026 t 65 100 60 J. ...?i._ i.i... ...2.... 2126025 65 x 65 60 62 7 07 0 76.2 5.0 3 0 30 2010050 2210050 1325030 2025030 2225030 5 8 3 1.049 1.316 0.133 1-500 3 3 2.469 2.636 2.875 0.203 0.120 1.500 -- 125-200 80 26.6 33.4 30•_•. 3.4 __ 1325035 2125030 2025040 2225035 80 00 62.1 67.0 76.2 5.0 3.0 30 131T( 012012 2212012 1-1 4x 1 1/4 3 1 368 1 660 0140 1 500 4 3 2460 2635 2015 0203 0120 1500 32 ii 32 80 34.7 42.2 3.6 30 2126040 100 110 62.7 61.0 76.2 5.0 3.0 30 1-1/2 3 1.368 1.660 0.140 1.500 5 3 2.469 2.635 2.875 0.203 0.120 1.500 tbi.S 012015 2212015 1325050 2025050 2225050 40 90 341 36 30 2125050 125 60 627 670 762 ,. ...20 . 1ZZQj '012020 2212020 1325060 2025000 2225060 2-2-1/2 3 1.366 1.660 0.140 t500 6 3 2.469 2.635 2.875 0.203 0,120 1.600 50-65 80 34.7 42.2 3.6 30 2125060 115 00 62.7 67.0 76.2 5.0 3.0 30 13i265 012025 2212025 1325080 2025080 2225060 3-4 3 1 368 1.660 0.140 1.500 8 3 2469 2635 2 815 0203 0 120 1 500 00 100 80 34 1 422 3 6 30 2125080 200 80 62.7 67.0 762 50 30 30 6.8 3 1309 1.660 0.140 1.500 1200025 2030026 2230025 3x 3 3 3.068 3.260 3.500 0.216 0.120 1.500 110 012050 2212050 125-200 80 34.7 42.2 3.6 1 30 1330030 2030030 2230030 80 80 80 78.0 83.0 1 88.01 5.0 3.0 30 .3I$*ifi '2015015 2215015 1-1l2x 1-112 3 1.610 1.900 0.145 1.500 3-112 3 3.068 3.260 3.500 0.216 0.120 1.500 40x 40 80 1 40.9 48.3 3.1 30 85 80 18.0 83.0 89.0 5.0 3.0 30 2 3 1.610 1.900 0.145 1.500 4 3 3.069 3.260 3.500 0.216 0.120 1.500 30 015020 2215020 1330035 2030035 2230035 50 80 409 48.3 31 30 100 90 780 830 680 5.0 3.0 wt,~Ivtt .131s, b25 C- 2015025 2215025 . 1330050 2030050 2230050 2-1/2 3 1.610 1.900 0.145 1.500 5 3 3.068 3.260 3.500 0.216 0.120 1.500 65 80 49 4B3 33 30 .2 i1. i JQ . L i16 t,015030 2215030 1330060 2030060 2230060 3.4 3 1.610 1.900 0.145 t500 6 3 3.068 3.260 3.500 0.216 0.120 1.500 80.100 80 408 483 31 30 150 90 1L0 83.0 8&0 LO 0 30 68 2215050 _11 3 1.610 1.900 0.145 1.500 8 3 3.068 L260 3.500 0.216 0.120 1.500 .12015050 1330080 2030080 2230080 125.200 80 40.9 48.3 3.1 30 200 00 18.0 83.0 80.0 6.0 3.0 30 ?j1•2S :92Oo2o - 2 x 2 3 2.067 2.375 0.154 1.500 1340040 2040040 2240040 4x 4 4 4.026 4.260 4.500 0.237 0.120 1.500 ; SO 50 80 525 63 9 30 box 100 100 1020 106.0 1140 6.0 3.0 30 2.1/2 3 2.067 2.315 0.154 1.500 5 4 4.026 4.260 4.500 0.237 0.120 1.500 2020025 - 1340050 2040050 2240050 65 80 52.5 60.3 3.9 30 125 100 102.0 108.0 114.0 6.0 3.0 30 :2020030 - 3 '3 2.061 2.376 '14 1.500 1340080 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 1.600 80 80 62.5 60.3 3.9 30 ISO ]9_0 108. 114.0 6.0 3.0 30 4 3 2.067 2.375 0.154 1.500 8 4 4.026 4.260 4.500 0.231 0.120 1,50 020040 - 1340030 2040080 2240080 100 80 52.5 60.3 3.9 30 200 100 102.0 108.0 114.0 6.0 3.0 30 5 3 2.067 2.315 0.154 2260060 69 6 4 6.085 6.351 6.625 0.280 0.134 1.500 020050 - 125 80 62.5 60 3 3.0 30 iSOx 160 100 1550 jJ 168.3 _ii ...LQ.. ....3L 3O2OO60 - t500 2260080 6 3 2,081 2.375 0.154 8 4 6.065 6.351 6.625 0.280 0.134 1.50 isO 90 65 60 5 LO 1.500 120800H 30 20D 7920080 - 8 3 2.067 2.315 0.154 1.500 2280030 Ox 0 4 7.981 8.329 8.625 0.322 0.148 1.50 200 80 52.5 60.3 3.9 30 200x 200 100 203.0 212.0 213.0 8.0 3.0 30 WSTRIBUTED By MERIT MANUFACTURING CORPORATION ' 319 Circle of Progress Pottstown, Pennsylvania 19464-3811 (610) 327-4000 • Fax (610) 970-9282 Fax Toll Free 800-543-7013 www.meritmfg.com Manufacturing Corporation CGIF4-00 VALVES AND ACCESSORIES FIG. AN7722-3A OK HEADLOSS EQUIVALENT LENGTH OF PIPE PROJECT INFORMATION APPROVAL STAMP I Grooved End Butterfly Valve jLOK E WN A tif E H 12 FIGURE WbI*_8c1II1 Wall 1.14 Yj BUTTERFLY VA IY4 I Valve Pipe I Valve Dimensions Approx. Size O.D. A B C D E F 6 H J Wt. Ea. In/DN(mm) In/mm In/mm In/mm In/mm In/mm In/mm In/mm ln.lmm In/i_ In/mm Lbs/Kg 2 2.375 3.19 2.97 3.87 6.17 4.18 2.25 - 4 3 19 50 60.3 87 75 98 757 706 57 - 702 76 9 21/2 2.875 3.81 3.18 4.38 6.68 4.18 2.25 - 4 3 20 65 13.0 97 81 777 770 106 57 - 702 16 9 3 3.500 3.81 3.80 4.62 6.92 4.18 2.25 - 4 3 22 80 88.9 97 91 171 776 106 57 - 702 16 70 4 4.500 4.62 4.27 5.38 9.98 5.10 3.5 - 5 6 26 700 774.3 777 708 737 253 130 89 - 127 152 17.8 5 5.563 5.81 4.98 5.88 10.48 5.10 3.5 - 5 6 29 725 747.3 748 126 149 266 730 89 - 727 152 73.2 6 6.625 5.81 5.47 6.37 10.97 5.10 3.5 0.13 5 6 30 150 768.3 748 139 162 219 130 89 3 727 152 13.6 8 8.625 5.25 6.92 7.75 15.40 9.54 4 1.36 7.89 12 52 200 279.7 733 116 197 391 242 702 35 200 305 23.6 10 10.750 6.25 7.99 9.00 16.65 9.54 4 1.84 7.89 12 75 250 1 273.7 159 203 229 1 423 242 702 41 200 1 305 34.1 UPPER STEM: Stainless Steel, ASTM A-582, Type 416 STEM SHEAR PIN: for 2" thru 6" valves. STEM SHEAR KEY: for 8" and 10" valves. UPPER BUSHING: Sintered Bronze (8" and 10" valves only) 4 UJJ RING: Nitrile 5. LOWER BUSHING: Sintered Bronze (8" and 10" valves only) S. LOWER STEM: Stainless Steel, ASTM A-582, Type 416 7. BODY: Ductile Iron ASTM A-536 with Nylon Coating .8. DISC: Ductile Iron ASTM A-536 with EPDM .capJ9tio S. HANDWHEEL: Ductile Iron INDICATOR FLAG: Steel GEAR OPERATOR: Ductile Iron and Steel 40 12. NAMEPLATE: Stainless Steel 13. HANDWHEEL SHEAR PIN: Carbon Steel AISI 1070 .. Valve Pipe Disc Position 25 I 30 40 50 60 70 80 90 Size O.D. InJmm In., jees Open) 2 2.375 4 7 19 44 48 80 111 158 50 60.3 0.3 0.5 1.3 3.0 3.3 5.5 7,7 70.9 2½ 2.875 9 14 34 78 84 142 196 280 65 73.0 0.6 7.0 2.3 5.4 5.8 9.8 13.5 19.3 3 3.500 14 20 50 112 128 215 285 400 80 88.9 7.0 7.4 3.4 7.7 8.8 74.8 79.7 21.6 4 4.500 29 41 100 239 250 420 582 826 700 1 714.3 1 2.0 2.8 1 6.9 1 76.5 17.2 1 29.0 40.1 1 57.0 5 5.563 62 76 182 415 445 780 1,100 1,480 725 141.3 ,. 4.3 .5.2..12.5. 26 AOL. ,..&. .J. 102.0. 6 6.625 96 141 325 755 809 1,370 1,920 2,678 150 168.3 6.6 9.7 22.4 52.1 55.8 94.5 732.4 784.6 8 8.625 172 252 592 1,365 1,460 2,430 3,410 4,819 200 219.1 71.9 1 77.4 1 40.8 94.1 1 100.7 1 167.5 1 235.7 1 332.3 10 10.750 230 1 328 1 792 1,825 1,962 3,260 1 1 4,590 6,431 250 273.7 75.9 22.6 54.6 725.8 735.3 224.8 316.5 443.4 FP-4.12 JVLOK Grooved End Butterfly Valve !.XsI 1U1I Is] :IiY11:11 [c I1DFQtIISflV swITrI.1 I FIRE ALARM CONTROL PANEL y Oge (Common) SUPERVISORY CIRCUIT Yellow I Yellow Orange Orange 0 NO Common__)::::zz.___o Yellow Normally Open (NO): Not Wired I Orange Normally Closed (NC): (2) Yellow Common: (2) Orange TO END-OF-LINE RESISTOR OR NEXT SUPERVISORY SWITCH Notes: Single Pole Double Throw Switch wired "Normally Closed"; supplied with Dual Wire leads. Switch Schematic shown with Valve in the Full Open Position and Switch depressed. Red (Common) Blue Green CONNECTION TO GROUND Ground SCREW INSIDE HOUSING Violet 0 NO Violet NC NC/ 01 Normally Closed (NC): Violet n N0 TO AUXILIARY DEVICE ue Normally Open (NO): Blue Red ................ ......................... Z Common: Red (Power) Notes: Single Pole Double Throw Switch wired "Normally Closed"; supplied with Single Wire leads. Switch Schematic shown with Valve in the Full Open Position and Switch depressed. Notes: Single Pole Double Throw Switch; Pre-Wired Wire Leads: 18 AWG, 1011(254 mm) Long Rated to 11A@ 125, 250 VAC and 0.5A@ 125 VDC, 0.25A@ 250 VDC Operating Temperature: -40CC (-40F) to 180'F (82*C) FP-4.12 S S FIG. 78FP GRUVLOK@ Fire Check Valve UL/ULC Listed & FM Approved Fire Check Valve The Gruviok® 78FP UL/ULC Listed and FM Approved Check Valve .a compact, cost effective valve, designed for use in grooved- d pipe fire protection systems and related equipment. Valves are to be used in conjunction with grooved pipe and pipe couplings that are listed or approved for fire protection systems. PRESSURE RATING: 2" through 12" 78FP UL/FM Check Valves have a maximum working pressure of 300 PSI (20.7 bar). DESIGN FEATURE: The clapper design produces quick, non-slam closure before flow reversal can occur, providing a leak free sealing of back pressures as low as 1 PSI (0.07 bar) equivalent to 28" water head. Meets FM requirements for anti-water-hammer check valves. APPLICATIONS: Fire Department pumper to sprinkler systems Public water supplies to automatic sprinkler systems Fire pump discharges and by-pass Gravity and pressure tanks c®us APPROVED For Listing/Approval Details and limitations, visit our website at www.onvilinhl corn or contact an Anvil0 Sales Representative. INSTALLATION: The 78FP UL/FM Check Valves can be installed vertically or horizontally. In a horizontal installation the Hinge Pin is to be located on top. Proper installation and maintenance should be in accordance to Gruvlok specifications, as well Qs being in compliance with the applicable standards of e National Fire Protection Association. ody CLAPPER: 2"- 5" Type 304 or 302 stainless steel to ASTM A 167 6"- 8" Ductile iron conforming to ASTM A 536, Grade 65-45-12. er CLAPPER FACING: Grade "E" EPDM -40°F to 230'F (Service Temperature Range)(-40°C to 110°C) emb1y Recommended for water service, diluted acids, alkaline solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. SEAT RING: Type 304 stainless steel to ASTM A 312 SPRING: Type 302 stainless steel to ASTM A 313 Drain HINGE PIN: Type 304 or 302 stainless steel to ASTM A 580 Ctiofls HINGE PIN BUSHINGS: Sintered bronze to ASTM B 438 HINGE PIN PLUGS AND DRAIN PLUGS: Cost iron to ASTM A 126 Class A -- lPROJECT INFORMATION APPROVAL STAMP Project: U Approved Address: U Approved as noted Contractor: Li Not approved eer: - - Remarks: Submittal Date: Notes 1: Notes 2: ir1 Sprir Bushings Hinge Pi Hinge Pin P1 Seat Ring BODY: Ductile Iron conforming to ASTM A 536, Grade 65-45-12 COATINGS: Rust inhibiting orange enamel paint on exterior and interior surfaces. COO 111L411 J JI'..4I1IIl UIC IRJI IJIIlIIIIIJ%..l. ._. 99 8.0 CO Not for use in copper systems. 7.0 6.0 5.0 = 40 C1 2.0 o 1.5 0...... = CO 1.0 CO 0.9 0.0 0.7 a 0.6 nc 9.0 8.8 7.0 0 6.0 a 50 = 4.0 3.0 - CO 0 a = 0 2.0 0- a 0 1.5 o 0- 10 = 0.9 0.8 0.7 0.6 a FIG. 78FP GRUVLOK® Fire Check Valve UL/ULC Listed &FMApproved Fire Check Valve ANVI L Hinge Pin Plug Lifting Eyebolt j (O and 12 II Hi Valves Only) NPT 1/2 NPT FLOW DATA: The approximate friction losses, based on the Hazen and Williams formula, expressed in equivalent length of pipe is given below. The friction losses have been calculated on the basis of flow rates typically used with each size valve. IMPORTANT NOTE: Check valve life may be shortened and system damage may occur if check valves are installed too close to a source of unstable flow. Check valves must be installed at a reasonable distance away from pumps, elbows, expanders, reducers or other similar devices. Sound piping practices dictate a minimum of five (5) times the pipe diameter for general use. Distances between three (3) and five (5) diameters are allowable provided the flow velocity is less than 8 feet per second. Distances eI..... ' A;e.... .,.. 78FP1UL/FM GRUVLOK CHECK VALVE4 Valve O.D.Nominal Dimensions ' Approx. A B C D E F 6 Size Wt. En. !n./DN(mm) !n./mm In/mm in In/mm In/mm In/mm In/mm In/mm LbsAg, 2 2.375 63/4 21/8 1 'A6 11/4 41/2 33/ 43/3 /5 50 60.3 lii 60 36 44 114 81 111 3.4 21/2 2.875 71/4 27A6 ]9/ 13/4 3'/io 31/8 41/ 10.5 65 73.0 184 61 39 44 96 92 1 174 4.8 3 3.500 73/4 21/8 2 1 /16 4%6 31% 4 ' '/16 11.5 80 1 88.9 197 1 67 57 1 46 703 1 93 125 5.2 4 4.500 81/8 3% 2'/4 2/2 5%o 41/4 6 13.5 700 714.3 206 79 57 64 728 708 152 6.7 5 5.563 93/4 31/2 23/4 27A6 5I3/ 41/8 6/ 19.0 725 147.3 248 89 70 61 147 717 171 8.6 6 6.625 12/4 41/4 3/io 31/8 61/4 6/4 8½ 33.5 150 168.3 324 108 84 79 .159 777 276 75.2 8 8.625 143/ 51/16 3/16 4 515/]3 8 10'/4 59.0 200 279.1 365 128 100 102 150 203 260 26.8 10 10.750 18 6½6 4l% 49/ 61/8 93/]3 12/i6 130.0 250 273.7 457 160 725 175 175 233 322 59.0 12 12.750 21 7½8 6 5'/io 11/4 10/8 14/4 183.0 300 323.9 533 785 752 728 184 264 375 83.0 FLOW I DATA - FRICTIONI i. OF PIPE) Valve Size O.D. Sch. 10 5th. 30 5th. 40 5th. 10 5th. 30 5th. 40 In/mm In1mm Fl/rn Film Film Film Film Film 2 2.315 10 - 8 14 - - 11 50 60.3 3.0 - 2.4 4.3 3.4 21/2 2.815 14 - 10 20 - - 15 65 73.0 4.3 - 3.0 6.7 4.6 3 3.500 17 - - 12 23 - - 17 80 88.9 5.2 3.7 7.0 5.2 4 4.500 17 - - 13 23 - - 18 100 714.3 5.2 4.0 7.0 5.5 5 5.563 14 - - 11 20 - - 15 725 747.3 4.3 3.4 6.1 4.6 6 6.625 23 - - 19 33 - - 26 750 768.3 7.0 5.8 70.7 7.9 8 8.625 35 32 30 50 45 43 200 219.7 70.7 9.8 9.7 /5.2 73.7 13.7 10 10.750 28 25 24 40 36 34 250 273.1 8.5 1.6 7.3 12.2 11.0 70.4 12 12.750 31 28 26 44 39 37 300 323.9 9.4 8.5 7.9 73.4 17.9 71.3 Friction Loss Series 78FP Check Valve (Water at 65F) C J7 100 200 300 400 500 700 1000 2000 3000 4000 5000 7000 10000 FLOW RATE IN GALLONS PER MINUTE (GPM) 1/11 1"- Approved by: NYC 2 .11" d of Stds. & Appeals, p996-81-SM (175psi) 3-SA (350 & 500 psi) BB-SCI 00 Sizes 1", 1-1/4", 1-1/2", 2", 2-1/2" BB=SC .1øw ®SLOW CLOSE BRONZE BUTTERFLY VALVE ONE-PIECE, FULL-PORT 175 PSI THREADED ENDS MOVED DIMENSIONS Valve Size DIM 1" 1414" .1412" 2 2412- 2. 3 2.88_3.25 4.13 B' 1 3_18• j 3.31 3.41 3.63 3.82 - cT 112 561 194 2.19 Z75 .111. flD_J 1 72J 2 11 J 38 307 3.50 .12 1416' 416 4.51 . 4.76 4.66, 1 K I 66 ,93 .73 79 1.1 L .83 .90.I .10 1.41 1,29 M40,110 t38 _1.61 2.07 . 2.47 M-8O' 96 1.28 _i9..L94 2.32 ' N-4O5L25 _2,O0 2.50 2,25 10,00 Ji13. - 1.25 1.411 1.69 1;75 ALL' DIMENSIONS-INCHES 'Pertains to BB-SC100 only. 'Pertains to BB-SCS02 only,. M40 ARE DIMENSIONS USING SCHEDULE 40 PIPE 'M-80 ARE DIMENSIONS USING SCHEDULE 80 PIPE N-40 IS FLOW RESISTANCE EXPRESSEDIN EQUIVALENT LENGTH OF SCHEDULE 40 PIPE °W IS THE WRENCH MAKE-UP LENGTH FEATURES Slow opening and closing Quarter turn operation Water Hammer elimination Optional internal tamper switch (Indoor/Outdoor use). - Signals disc movement - Factory or Field installation - 1O Amp /II5VAC-6OHz - O.5 Amp /28VDC Grooved Ends Available in Sizes 2" and 2-1/2" MATERIALS LIST IlTPM PART BB-SCSO2 (Includes Switch) .The information presented on this sheet is correct at the time of publication. Milwaukee Valve reserves the right to change design; and/or material specifications without notice. For the most current information access www.milwaukeevalve.com MLWAUKEE VALVE WIRING DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS LISTED FIRE ALARM TO NEXT INDICATOR CONTROL PANEL OR SUPERVISORY CIRCUIT END OF LINE RESISTOR RED SWITCH 2: SINGLE LEADS ORANGE AUXILIARY- NC 'VOLTAGE BLUE YELLOW Green Lead provided Is ground for switch housing Switch Rating: 10AM P/ 115 VAC .5 AMP/28 VDC Cap unused leads with wire nuts and tuck Inside junction box (not provided) NOTE: Valves incorporating supervisory tamper switches are for indoor use only. SEIPRVIOVTAMPtR 112 ELECTRICAL CONDUIT ULUSTEP ,IUCT10060X Milwaukee Valve Company 2375 South Burrell Street Milwaukee, Wisconsin 53207-1592 Telephone 414/744-5240 FAX 414/744-5840 ULBB SCO4O3OO cdr 4. MILWAUKEE VALVE MODEL 1000 3/4" 1" 11/4" 11/2" 2" Li The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. Li The Model 1000 Complies With All Requirements Of NFPA-13, NFPA-13R, And NFPA-13D. Li The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight And Compact, Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glasses, And Is 300 PSI Rated. Li Available In A Full Range Of Sizes From /4"TO 2" NPT & BSPT, With All Specifiable Orifice Sizes 3/8",7/16!', 1/21, 17/32", /8" (ELO), 3/4" (ESFR) and K.25. Li The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For A Pressure Gauge. Li The Standard Model 1000 TESTANDRAIN Valve Includes A Pressure Gauge Port Tapping And Can Be Ordered With A Relief Valve As A Model 1011 Or 1011 Li Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation. 0%1% our New AL#OC Visit us _ on the Internet at www.testandrain.com MODEL 1000 300 PSI FROM BRANCH GAUGE INLET / PROVIDED -V STREET EL DRAII 0 TO DRAIN I - STREET EL OR PIPE TO DRAIN RIGHT HAND/STRAIGHT INSTALLATION APPROVALS: UL and ULC Listed FM Approved except 3/4" NYC-BSA NO. 720-87-SM Q CA. State Fire Marshall S SIZE A B C D E F G H 3/4I 5 1/16U 1 W1 2 I16" 3 i's" 3 3I1I 1 13/19" 4 I16" 6 31B7 128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm If 5 1,i" 1 1/2" 2 i16" 3 18" 3 I8" 1 13/1611 4 I16" 6 31sn 128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 16242mm ' 4 5 /i " 137.70mm 1 11/" 42.70mm 2 /16" 65.36mm 4 1/411 108.34mm 3 /i " 82.84mm 1 15/1611 50.89mm 5 I16" 141.39mm 5 1/2" 192.28mm 1 1/ " 6 /j6" 1 13/1611 3 1/4" 5 1/161' 3 i8" 2 I8" 8 1/411.11 10 I8" i 2 163.38mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 20663mm 273.60mm 2" 6 I16" 1 13/1611 3 1/411 I 5 1/1611 3 18" 2 541 8 1/411 10 741 163.38mm 45.50mm 81.50mm I 127mm 99.18mm I 66.97mm 206.63mm 273.60mm MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY BRONZE SIGHT GLASS LEXANa VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL HANDLE LOCK SPRING STEEL PLAN VIEW FRONT VIEW/VERTICAL INSTALLATION TO DRAIN FRONT VIEW/HORIZONTAL INSTALLATION E H -- --*. TO DRAIN it________________ ORIFICE SIZE AVAILABLE - 3/8", 17/16", 1/2", 17/32", ELO(518'), ESFR(3/4')" and K.25 *Available on 11/2" to 2" size units only. DIMENSIONS - INCHES **3/4 Valve UI listed only. UL LISTING EX4019 AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 T: (610) 240-4900 IF: (610) 240-4906 Email: Info@testandrain.com Web: www.testandrain.com 0 Rise,PACK and TESTanORAI'I ma registered trademarks of AGF JOB NAME: ARCHITECT: 5 ENGINEER: MADE IN U.S.A. CONTRACTOR: 3/02 POTTER The Symbol of Protection • U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULC and CSFM Listed, FM and LPCB Approved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate for Alarm: 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/IP54 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- 13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 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 retard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15cm) of a fitting which changes the direction of the 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 distance equal to the pipe diameter on either side of the hole. ENCLOSURE: The unit is enclosed in a general purpose, die-cast Roll the vane so that it may be inserted into the hole; do not bend or housing. The cover is held in place with two tamper resistant screws crease it. Insert the vane so that the arrow on the saddle points in the which require a special key for removal. A field installable cover direction of the watertlow. Install the saddle strap and tighten nuts tamper switch is available as an option which may be used to indicate alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The --unauthorized -remova1-of the -eovon. See- bulletin, -ne..•--54O0775for vane must not rub the inside pfhçppe or bind in any way. installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company 1 2081 Craig Road, St. Louis, MO, 631464161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE I OF 2 MFG. #5400761 - 7/02 FIG. 4 To remove knockouts: Place screwdriver at edge of knockouts, not in the center, OWS, 0763-4 C)POTTER The Symbol of Protection - VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL OWOI 923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EIIHI FOR DESIRED TIME DELAY. USE THE AMOUNT OF RETARD NECESSARY TO FALSE ALARMS, A '9' SETTING IS U ADEQUATE FOR THIS. FACTORY IS TO INSTALL, DRILL HOLE AS INDICATED PIPE SIZE HOLE SIZE 2' to 2 1/2' 1 1/4' +1/8" (50mm to 65mm) (33mm ±2mm 3" to 8' 2" ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) DIRE mc.WAT (WHT) (RED) (BLK) DWG. #761-30 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT-LBS (68 n-m) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW D SETTINGS (IN SECS.) 3 -40 C 35-55 1 D 50-70 F 60-90 FIG. 2 OPTIONAL TAMPER SWITCH DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: The Model VSR-F has two Z SETS OFNORMALLY switches, one can be used OPEN CONTACTS WATERFLOW ZONE SOLE FROM to operate a central station, CLOSEONALARM ON FIRE PANEL FIRE PANEL proprietary or remote signaling COM NO NC c4 LoJ L1J unit, while the other contact is I used to operate a local audible or __ visual annunciator. CO NO NC CO 0 [jJ [ ] j A condition of LPC Approval of this product is that the electrical THE N.C. AND N.O. MARKINGS ON POSITIVE DC entry must be sealed to exclude THE SWITCH ARE FOR AN ALARM OR HOT Ac moisture. CONDITION. SELL NEGATIVE DC OR 3 For supervised circuits see THE CONTACTS ARE REVERSED WHEN THE DEVICE IS IN THE NEUTRAL AC "Switch Terminal Connections" NORMAL CONDITION. OWO, 761.1 drawing and caution note (Fig. 1). APPLICATION WARNING! 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 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). 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. IThJèàiifó ti hëiitiIi drth de 6r" advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device, IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions, PRINTED IN USA MKT. #8800001 -REV W PAGE 2 OF 2 MFG. #5400761 - 7/02 ®POTTER The Symbol of Protection FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Stock No. 1144440 Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-S is a vane type waterfiow switch for use on wet sprinkler systems that use 1" (25mm), 11/4" (32mm), l'/2" (38mm) or 2" (50mm) pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The VSR-S switches and retard device are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. Afield installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for UL, ULC, CSFM Listed and NYMEA Accepted Service Pressure: Up to 300 PSI (20,7 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Resistive lOmAmps mm. at 24 VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1" (25mm), 1 1/4" (32mm), 1 1/2" (38mm) and 2" (50mm) Note: 12 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" (25mm) CPVC, one for 1" (25mm) CPVC (Central), one for 1" threaded Nibco CPVC, and one for 11/2" (38mm) threaded (Japan). Environmental Specifications: NEMA-4/1P54 Rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature range: 40° F to 120° F, (4,5° C to 49° C) UL Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090148 (See Fig. 7 for terminations) Replaceable Components: Retard/Switch Assembly, stock no. 1029030 Installation These devices may be mounted in 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 notbe installed within 6" (15cm) of a valve, drain or fitting which changes the direction of the waterfiow. Select the proper paddle for the pipe size and type of TEE used see Fig. 1 for instructions on changing paddle. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Use no more than three wraps of teflon tape. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterfiow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified TEE fitting may be installed on the pipe run. Note: Do not leave cover off for an extended period of time. 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. #5401206 - REV G PAGE 1 OF 3 12/08 (DPOTTER The Symbol of Protection Fig. 1 Retard Adjustment The time delay is factory set at 30 ± 10 seconds. The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. DIRECTION OF WATER FLOW DWm737.3t MOUNT SO ARROW ON BUSHING POINTS IN DIRECTION OF WATERFLOW I"NPT THREADED FITTING ON ALL SIZES There are 12 paddles furnished with each mit One for each size of threaded, sweat or plastic TEE as described in Fig. 2. These paddles have raised lettering that shows the pipe size and type ofTEE that they are tobe used with.Theproper paddlemustbeused.Thepaddlemustbepmperly attached (see drawing) and the screw that holds the paddle must be securely tightened FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 2 APPROX. - _ DEPTH Screw the device into the tee fitting as shown. Care must be taken to properly orient the device for the direction of waterfiow. On sweat tees, no threaded bushings, inserts, or adapters are permitted, unless they comply with the dimensions listed in the chart below. Important - The depth to the inside bottom of the tee should have the following dimensions: Approximate Depth Requirement Tee Size Threaded Sweat CPVC Ix Cxl" 21/16" 1 3/4 27/16 I 1/4 x I 1/4"x 1" 2 7/16" 2 7/16" N/A I 1/2 x 1/2" x 2 I1/16" 2 1/4 N/A 2" x 2" x V 33/16 2 3/4 N/A WARNING Do not use more than three wraps of teflon tape. RUN OF THE TEE MAYBE THREADED OR SWEAT PIPE DIRE( WAT DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME CO"-..,,,."-._,-. Shown with optional Cover Tamper Switch Kit. 0 Fig. 3 Switch Terminal Connections Clamping Plate Terminal Fig. 7 Cover Tamper Switch Wiring (Shown with cover in place) 0 0 DWRO 23-3 An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. m. (WHT) (RED) (BLK) DWG#88100lS-2 Fig. 4 Typical Electrical Connections Fig. 5 To remove knockouts: Place screwdriver at edge of knockouts, not in the center. Fig. 6 Breakoutthinsectionofcoverwhenwiring both switches from one conduit entrance. NEGATIVE DC OR NEUTR.ALAC iITtVE DC OR I AC W ZONE ON Notes: The Model VSR-S has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 3). PRINTED IN USA MFG. #5401206 - REV G PAGE 2 OF 3 12/08 - 5.56" (141.2 mm) - 2.00" (50.8 mm) 4.89" (52.3 mm) abw ")SCREWS S 2 (59. ® POTTER The Symbol of Protection FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Testing The frequency of inspection and testing for the Model VSR-S 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.) An inspector's test valve (usually located atthe end ofthe most remotebranch 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-S is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. I!1i1lt.I Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-S waterflow switch should provide years of trouble- free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030. There is no maintenance required, only periodic testing and inspection. Mounting Dimensions Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Use a wrench on the flats of the bushing. Turn the switch counterclockwise to disengage the pipe threads. Gently lift with your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector. Lift detector clear of pipe. àCAUTION I Waterflow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. DWG# 1206-5 PRINTED IN USA MFG. #5401206 - REV G PAGE 3 OF 3 12/08 (O POTTER The Symbol of Protection BELLS PBA-AC & MB. UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 12OVAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells -4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating (!:) () <i3> Optional: Model BBK-1 weatherproof backbox MMe1 flh1Y_1 ,lepn wnt1irnrnnfhrkhtx These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: 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 MBA126 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 PBA1208 1808120 .05A 99 84 10 (250) 120VAC PBA12010 1810120 .05A 99 86 Notes: Minimum dBraili ãëâ1cu1atedfrO 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. Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.co PRINTED IN USA MKT. #8850001 - REV V PAGE 1 OF 2 MFG. #5400776 - 10/06 POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC DIMENSIONS INCHES (mm) FIG. 1 BELLS 101, (2 0) 8" I L (200) 6" II (150) 2 11/16" I (68) FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2° CONDUIT ENTRANCE - L - - 53/4" 0 7JI - (41) 4I/4" - DWG# 776-I (108) DWG# 776-2 FIG. 3 WIRING (REAR VIEW) A.C. BELLS WHITE (IN) WHITE (OUT) FROM CONTROL PANEL OR CBLACK) PRECEDING BELL BLACK(TN) _____ CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. END-OP-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWG# 776-3 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. 2. Remove the gong. - - 3. Connect wiring (see Fig. 3).------------------------- --------------- - -. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). - PRINTED IN USA MKT. #8850001 - REVV PAGE 2 OF 2 MFG. #5400776 - 10106 Soft Disc CUSUL Listed for Fire Sprinkler Service at 250 WOG 200 WOG @ 180 'Max 100% Pressure Tested Threaded Ends Integral Seat Rising Stem Swivel Disc Holder MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Hex Nut Steel 2 Hand Wheel Aluminum 3 Packing Nut Brass 4 Packing Graphite Non-Asb. Bonnet ('/2" - 1") Bonnet (1'/4" —2") Brass Bronze 6 Stem & Disc Assm. Brass 7 Disc Buna N 8 Body Bronze UNITED BRASS WORKS, INC. 714 S. Main St., Randleman, NC 27317 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com '$09001 REGLSTERWCOl4WNY Model 125SUL Globe Valve Size '/2" 3/4" 1 1 1/419 1 'A" 2" A 2.22 2.47 2.97 3.56 4.06 4.69 B 203 2.38 2.75 372 C (closed) 3.38 3.50 4.25 4.75 5.50 5.50 Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32 Qty. Unit Pack 12 6 6 4 2 2 Qty. Per Case 1 72 60 36 24 12 12 S January 12, 2007 . Miscellaneous 906a or The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com DESCRIPTION Viking Pressure Gauges give visual indication of the water or air pressure available to the fire protection sys- tem. LISTINGS AND APPROVALS UL Listed cUL Listed FM Approved TECHNICAL DATA Connection: 1/4" NPT Working Pressure: Water Gauge: 300 psi (20.7 bar) Air Gauge: 80 PSI (5.5 bar) Maximum Pressure: Water Gauge: 300 psi (20.7 bar) Air Gauge: 250 PSI (17.2 bar) (Air gauge includes a "Retard Zone" between 80 and 250 PSI) Material Standards Case: ABS (Acrylonitrile Butadiene Styrene) Window: Polycarbonate Wiinter: al: Black figures on White Background Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Ordering Information Available since 1977 Water Pressure Gauge - 01934A Air Pressure Gauge - 01124A Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. 4. INSTALLATION Gauges are to be installed in accordance with the latest published standards of the National Fire Protection Association or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install gauges that have been dropped or damaged in any way. Such gauges should be destroyed immediately. Adequate heat must be provided where gauges are installed. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint com- pound is allowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the %" (15 mm) NPT outlet of the coupling. DO NOT over-tighten the gauge. AVAILABILITY The water gauge is available through a nëti&örl(óf 'DohiésticT Candiàn, and lnteiiiational Distri&utofs. See the Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. GUARANTEES 0 For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_052197 Revised page replaces page 906 a-b dated March 18, 2006 (Revised Format) Miscellaneous 906b January 12, 2007 The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1-1/8" E28.61 M3 1I/2" r 1 Y-' / L J [6831 15/32" 1119 Figure 1 - Gauge Dimensions (Dimensions apply to Air and Water Gauges) Form No. F_052197 Revised page replaces page 906 a-b dated March 18, 2006 (Revised Format) HANGERS AND SWAYBRACING S S 0. - . .' °°r jO a- . 0. - .q,,0oiko . o 0O11 j . FJ-ii'U P 0 :0o.I 00' 0! . o0 o' ojjoO '5oaj 00 1. Drill a hole using the 2. Blow the hole clean of specified diameter dust and debris using carbide bit into the base compressed air. material to a depth of at least 1/2 deeper than the required embedment. Drill Bit t Wrench 'bed. Mm Quantity Size Model No. Rod Dia. Size Box 'Carton (in.) Dia. (in.) (in.) (in.) 1/4 X1½ THD25112RH 1/4 ¼ % 1½ 100 500 %x2% THD37218RH % ¼ 1/2 2% 50 250 %X21/2 THD37212RH % % 1/2 21/2 50 200 THD50234RH ½ % 1/i6 23/4 50 100 C., 2 >- 2 0 C., CO 2 0 6 I—C,, 2 0 .0. ..- O .0. q -000 .0 • . - 00.,,Q.. — -. b O°,o0 °00 ,t o0,0 L.90 0. '?4- c— • o ?o 3. Insert anchor into the hole. Tighten the anchor with an impact wrench or a torque wrench into the base material until the hex washer head contacts the base material. . - mm. 0.0 0 .p .---••- 8O.0L0 .0o° 4. Install threaded rod in the anchor to support pipes, wiring, etc. 22 Anchoring and Fastening Systems for Concrete and Masonty Addendum The Titen HD® rod hanger is a high-strength screw anchor designed to suspend threaded rod from concrete slabs and beams in order to hang pipes, cable tray and HVAC equipment. Two new designs feature a W dia. shank which specifically qualifies these models for code listing by ICC-ES for cracked and uncracked concrete applications under the 2006 and 2009 IBC. FEATURES: High-load capacity as a result of the full-length threads that undercut the concrete and effectively transfer load into the base material Specialized heat-treating process creates greater hardness at the tip to facilitate cutting while the body remains ductile Serrated cutting teeth and patented thread design enable quick and easy installation No special installation tools required. Holes can be drilled with a rotary hammer or hammer drill with standard ANSI-size bit. Anchors are installed with standard-size sockets. MATERIAL: Carbon steel, heat treated FINISH: Zinc plated INSTALLATION: Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with base material and will reduce the anchor's load capacity. Use a Titen HO Rod Hanger one time only. Installing the anchor multiple times may result in excessive thread wear and reduce load capacity. CODES: ICC-ES ESR-2713 (THD37212RH and TH050234RH), Factory Mutual 3031136 (THD50234RH and THD37218RH) and 3035761 (THD37212RH) Titen HD® Rod Hanger Product Data uncrackedi IBC1L I1k'AI.1I ANcHOR SYSTEMS ESR-2713 THD50234RH THD37212RH THD37218RH TH025112RH (s/a' dia. shank) (W dia. shank) Installation Sequence S Anchoring and Fastening Systems for Concrete and Masonry Addendum iini :1DO Threaded Rod Hanger I I Strong-Tie I Lo1% SYSTEMS J Titen HO® Rod Hanger Installation Information and Additional Data' Characteristic Symbol Units Model Number - - THD37212RH TH050234RH Installation Information Rod Hanger Diameter do in. % 'A Drill Bit Diameter d in. % Maximum Installation Torque' Tinst max ftlbf 50 50 Maximum Impact Wrench Torque Rating' Timpactmax ftlbf 150 150 Minimum Hole Depth hhole in - 3 31/4 Embedment Depth hnom 2½ 2% Effective Embedment Depth het 19 1.77 1.77 Critical Edge Distance Cac [J\ioi ) [_ 2W,e 21Vie Minimum Edge Distance Cmjn in. 1V4 Minimum Spacing Smin in. 3 Minimum Concrete Thickness hmjn in. 3% 3% Anchor Data Yield Strength tya psi 97,000 Tensile Strength fUt3 psi 110,000 Minimum Tensile and Shear Stress Area Ase in2 0.099 0.099 Axial Stiffness in Service Load Range - Uncracked Concrete Puncr lb/in. 715,000 Axial Stiffness in Service Load Range - Cracked Concrete cr lb/in. 345,000 The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. Tinstmx is the maximum permitted installation torque for installations using a torque wrench. Tjmpact,max is the maximum permitted torque rating for impact wrenches. 23 SIMPSON t .. .. * See page 5 for an explanation :4. of the load table icons 0 Model Number Strength Design Values for Titen MD® Rod Hanger in Tension for Installations in Concrete' .1,7 Characteristic Symbol Units THD37212RH 1H050234RH Anchor Category 1,2 or 3 - 1 Embedment Depth hnom in. 23/4 Steel 21/2 Strength in Tension (ACI 318 Section 0.5.1) Tension Resistance of Steel Nsa lbf 10,890 10,890 Strength Reduction Factor -Steel Failure2 Nsa - 0.65 Concrete Breakout Strength in Tension (ACI 318 Section D.5.2)6 Effective Embedment Depth het in. 1.77 I 1.77 Edge Distance Cac 211/16Critical in 211/16 Effectiveness Factor - Uncracked Concrete kuncr [ • 24 11 1 Effectiveness Factor- Cracked Concrete kcr 17 Modification Factor 'Pc,N 1.0 Strength Reduction Factor -Concrete Breakout Failure' s.— 26b - 0.65 Pullout Strength in Tension (ACI 318 Section D.5.3)1 Pullout Resistance - Uncracked Concrete (f = 2500 psi) Np,uncr lbf 2,025 I 2,025 Pullout Resistance - Cracked Concrete (fc = 2500 psi) Np,cr lbf 1,235 1,235 Strength Reduction Factor—Pullout Failure' N . - 0.65 Tension Strength for Seismic Applications (ACI 318 Section D.3.3.3) Nominal Pullout Strength for Seismic Loads (ft = 2500 psi) N p,eq I 1,235 1,235 Strength Reduction Factor — Pullout Failure' 0.65 The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. The value of N applies when the load combinations of ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of N. Anchors are considered brittle steel elements. Adjust the characteristic pullout resistance for other concrete compressive strengths by multiplying the tabular value by (f c,specified /2500)0 . The value ON applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of N. The value of N applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of N. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of N. For sand-lightweight concrete, in lieu of ACI 318 Section 0.3.4, modify the valueT of N. by multiplying all values of J affecting N by 0.60. All-lightweight concrete is beyond the scope of this table. For sand-lightweight concrete, modify the value of Np,cr. Npuncr and Np,55 by 0.60. All-lightweight concrete is beyond the scope of this table. 24 S Anchoring and Fastening Systems for Concrete and Masonry Addendum I t1l'A li.] I I11'Ti Ii Threaded IRod IHanger t, 1 StrongTie I I 1ANcHSYSTEMSJ Strength Design Values for Titen HD® Rod Hanger in Tension for Installations in t *See page 5 for an explanation the Lower and Upper Flute of Normal-Weight or Sand-Lightweight Concrete through Metal Deck1'2'5'6 of the load table icons - Characteristic Symbol Units Catalog Number THD37212RH TH050234RH Minimum Hole Depth hhole -•.- 3 3¼ Embedment Depth boom ( 2½ 2% Effective Embedment Depth bet ''L.i '\ I J f 1.77 1.77 Pullout Resistance - Cracked Concrete23.4 N deck c L. ) t L!i!)_J.. Li ) 1145 1145 Pullout Resistance - Uncracked Concrete234 Npdeckuflc 1430 1430 The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. Concrete compressive strength shall be 3000 psi minimum. The characteristic pullout resistance for greater compressive strengths shall be increased by multiplying the tabular value by (f, spaxWued/3000 psi)°. For anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies, as shown in Figure A, calculation of the concrete breakout strength may be omitted. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete for anchors installed in the soffit of sand-lightweight or normal-weight-concrete-over-metal-deck floor and roof assemblies Np.deck,cr shall be substituted for Np.cr. Where analysis indicates no cracking at service loads, the normal pullout strength in uncracked concrete Np,daxk,oflcr shall be substituted for Np,uncr. Minimum distance to edge of panel is 2het. The minimum anchor spacing along the flute must be the greater of 3li or 1.5 times the flute width. Mm. 1W for anchors installed in lower flute. Min. 31/'for anchors installed upper flute. Mn 3,000 psi nomnal or Mm. W typ. sand-lightweight concrete Upper Min. flute 20 gauge deck Lower Max. infixes. typ. flute Figure A - Installation in Concrete Over Metal Deck Allowable Stress Design (ASD) Values for Titen HO® Rod Hanger with ¼" and % Shanks * * *Seepage 5 for an explanation Tension Loads in Normal-Weight Concrete EU .. of the load table icons -r Tension Load Rod Drill Critical Critical Vic ~ 2000 psi Vc a 4000 psi Catalog Hanger Bit epth Edge Spacing Concrete Concrete Number Dia. Dia. (in.) Distance Distance (in.) (in.) Ultimate Allowable Ultimate Allowable (lbs.) (lbs.) (lbs.) (lbs.) THD25112RH ¼ ¼ 1% 3 6 13F9 2102 525 THD37218RH % 1 /4 21/s 3 6 2ftO 55 r5 n 3227 805 THD37212RH % % 21/2 3 6 0 15 5275 1320 THD50234RH ½ % 2% 3 6 1_J_\\ ,]os ) 6204 1550 The allowable loads listed are based on a safety factor of 4.0. Allowable loads may not be increased for short-term loading due to wind or seismic forces. Refer to allowable load-adjustment factors for spacing and edge distance on pages 128-129 in the current Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masomy catalog. The minimum concrete thickness is 11/2 times the embedment depth. Allowable load may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. 25 I Al Product Features ____ --4 - \ .i IR •MadewithTeks®selfrillingfasteners - ç no pre-drilling required. Install into steel range from 22 gauge - 1/2" thicknesses. fl Saves time from traditional methods. Reduces installation cost. IL-• Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. R od Scre ultimate lest FM Test n max Box ovafModel 114' 8025957 DST 100 1/4-14 xl" TEKS 3 446 (20 ga.) .036-20 ga 3/16 25 125 1/4" 8026957 DST 150 1/4-14 x 1-1/2" TEKS 3 970 (16 gj .036-20 ga 3/16" 25 125 I 1/4" 8027957 DST 200 1/4-14 x 2" TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 114" 8030957 TEK 500 12-24x 1-112" TEKS 5 3125 f/1) .187"-3/16" 1/2' 25 125 I 3/8" 8038957 DSTR I * 1/4-20 xl" TEKS 3 1510 (20 ga.) 1500 1475 .036-20 ga 3/16" 25 125 3/8' 8037957 DSTR 1-1/2 * 12-24 x 1-1/2" TEKS 5 1510 (jj")_ 1500 1475 .060-169a. 1/2" 25 125 1 3/8" 8039957 DSTR 516 * 5/16-18 x 1-114" TEKS 3 2200 (20 ga.) 1500 1475 .036-20 ga 1/8' 25 125 F 3/8" 8040957 DST 10 1/4-14 x 1"TEKS446 (20 .036"-20 ga 3/16" 25 125 ] 3/8" 8077925 DST 10-SS 1/4-14 xl" TEKS 446 (20 .036-20 ga 3/16" 25 125 3/8" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 446 (20 .036"-20 ga 3/16" 25 125 1 3/8" 8078925 DST 15-SS 1/4-14 x 1-1/2" TEKS 3 446 (20 .036-20 ga 3/16" 25 125 3/8" 8042957 DST 20 1/4-14 x 2 TEKS" 446 (20 .036"-20 ga 3/16" 25 125 3/8" 8043957 DST 25 1/4-14 x 2-1/2" TEKS 3 446 (20 .036"-20 ga 3/16" 25 125 3/8" 8044957 DST 30 1/4-14 x 3"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) t_ .c 3/8" 8045957 DST 516 5/16-18 x 1-1/4" TEKS 3 1500 (3116") 1500 1475 .125"-1/8" 1/8" 25 125 3/8" 8046957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 (/1) 1500 1475 .187"-3/16" 1/2" 25 125 1 1/2" 8031925 DST 2.0 1/4-14 x 2" TEKS 3 446 (20 ga.) .188"-3/16" 1/4" 25 125 970 (16 ga.) 1/2" 8033925 DSTR 1.0 * 1/4-20 xl" TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 1 1/2" 8034925 DSTR 5.16" 5/16-18 x 1-1/4" TEKS 3 2220 (20 ga.) .036-20 ga 1/8" 25 125 112" 8035925 DST 5.16 5/16-18x 1-1/4"TEKS 3 1500 (3/16") .125"-1/8" 1/8" 25 125 1 1/2" 8036925 TEK 5.0 12-24 x 1-1/2" TEKS 5 3125 (3/16") .187"-3/16" 1/2" 25 125 "Includes retaining nut S A #14 Black Nut Driver Part #8113910 S #14 SW Red Nut Driver Part #8114910 Product Features Eliminates distortion of threaded rod in • Installs into angled Z-Purlin; Allows - - sloped roof applications. threaded rod to hang plumb. "Accommodates 3-1/2 x 12 pitch. "Allows 17" deflection from vertical. - R PSil -- Screw Ultiiiite UL Tët FWTt Mm Max Box EPproval1Z, L/Ibs Load lbs Tlii Thik Qty 1475__...iM _3/16" 25 K kB Nut Driver Part# 8113910 "Includes retaining nut (Does not comply with ROHS requirements) 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 SW Red Nut Driver Part# 8114910 A!I7T7E® I 0 ceqUt Made with Teks0 self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 112" thicknesses. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. Made in the U.S.A. 1/4" 8047957 SAID 100 1/4-14 xl" TEKS 3 1477 (16 ga.) .060°-16 ga 3/16" 25 125 1/4" 8049957 SWDR 100" 1/4-20x1" TEKS 3 1900 (20 ga.) .036"-20 ga 3/16" 25 125] 3/8" 8050957 SAID 10 1/4-14 xl" TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8080925 SWDIO-SS 1/4-14x1"TEKS3 1477 (j62J .060"-16ila 3/16" 25 125 1 318" 8051957 SAID 15 114-14 x 1-1/2" TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8052957 SWD20 1/4-14 x 2" TEKS 3 1477 (16g .060"-1604 3/16" 25 125 1 3/8" 8053957 SWD 516 5/16-18 x 1-1/4" TEKS 3 2480 (20 ga.) .036"-20 ga 3/16" 25 125 3/8" 8055957 SWDR 1 * 1/4-20 x11" TEKS 3 1900 (20aj 1500 1475 .036"-20gg 3/16" 25 125 1 318" 8054957 SWDR 1-112 * 12-24 x 1-1/2" TEKS 5 2375 (3/16") 1500 1475 .188"-3/16" 1/2" 25 125 3/8" 8056957 SWDR 516 * 5/16-18 x 1-1/4" TEKS3 2480 (0 g 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8057957 SWT 15 12-24 x 1-1/2" TEKS 5 2375(3/16") .1887-3/16" 1/2" 25 125 I I I "Includes retaining nut Eliminates distortion of threaded rod in sloped roof applications. Accommodates 3-1/2 x 12 pitch. Installs into angled z-putlin; allows threaded rod to hang plumb. "Allows 17* deflection from vertical. Made in the U.S.A. Watch a vidre dewnsMon at wwwdtwbuildex.comj - f 3/8" 8137957 SH-DSTR 1" TEKS 3 30 (3/16") Part#81139101 #14 SH Orange AL ii rid,,,,, 4? 3/8" 8268957 SH-TEK 50 12-24 x 1-3/4" 1306(45° off Vertical) 1500 (Vertical) 4" 3/16" 1/2" 25 125 1/2" 8270957 SH-TEK5.0 3/16" 1/2" 25 12 12-24 x 1-3/4" 1306(45" off Vertical) TEKS 5 2281 (3/16" HSS) TEKS 5 2281 (3/16" HSS) 850(45" off Vertical) 2-1/2" 1585(3/16" HSS 45" off Vertical) 2368(1/2" steel Vertical) 2368(1/2° steel Vertical) 1585(3/16" HISS 45" off Vertical) Pad # 8273910 "Does not comply with R011S requirements/Includes retaining nut 1500 1475 .035" 3/16" 25 125 YAn1In1lt Product Features ' The Sammy X-Press expands to provide Installs in seconds, saving time & (XP) direct vertical attachment in: installation costs. ' ' Patent N o. 6,935821 - Metal Deck (22-16 gauge) - Z-Purlin (18-16 gauge) Use in applications where access to the back of the installed fastener is The Sammy X-Press Swivel allows you prohibited. ie. metal roof deck, tubular to hang plumb in extreme roof pitches: steel, or vapor barrier fabric. )SWXP) - 89° in Z-Puti in - 450 in metal deck for 12/12 pitch Less jobsite material needed. Patent Pending for The Sammy X-Press Sidewinder expands No retaining nut required. eytremp, Patenf !,j r a steel. to provide horizontal attachment in: - 16 ga - 3/16" steel - purfin, tubular Provides design flexibility. ol pitCkC ox lulloUt f. 110 L"5(Us( VERTICAL MOUNT 1/4" 8181099 ID 7/90 IPr000 90/9 11 185 (Luminaire) .027" 99 ic Motoi fl e, 250 (Luminaire) .056" 850 (2W Pipe) 940 (2 Pipe) 027° 318° 8150922 XP 20 X-Press20 1146 (22 ga) 185 (Lummaire) 1475 (4" Pipe) .027° .1250 25 125 Metal Deck 250 (Luminaire) .056" 283 (Conduit & Cable) 1500)4" Pipe) .060" 3/8" 8153922 XP 35 X-Press 35 1783 (16 ga) 85 (Luminaire) 940 (2" Pipe) .105" .125° 25 125 Purlin 250 (Luminaire) 1475 (4" Pipe) .027" 416 (Conduit & Cable) .056 750 (2" Pipe) 170 vertical )Luminaire( 3/8' 8294922 SXP2O Swivel X-Press 20 1061 )22gaVertical) 80@45°(Luminaine) 635 (2" Pipe) .027" .125" 25 125 Me0 829 (450 Off Vertical) 283 vertical (Conduit & Cable) 233 @450 (Conduit & Cable) 1500 (4' Pipe) 250 vertical (Luminaire) 3/80 8295922 SXP 35 Swivel X-Press 1 675 (16 a Vertical) 80 @90° (Luminaire) 635 (2" Pipe) .060" .125" 25 125 Pudin 1558 (89' Off Vertical) 500 vertical (Conduit & Cable) 333 @ 890 (Conduit & Cable) r Pre-Pour Structural Concrete@ 3000 psi Metal Deck 3/8° 8150922 XP 20 Sammy X-Press 20 1146(22ga) 850(2',4Pipe) 25 125 L Post-Pour Range II LWC:5 35 PCF (Ibs/Iff) Metal Deck (Post-Pour) HORIZONTAL MOUNT 1250 (3'/" Pipe) 3/8" 8293957 SWXP 35 Sidewinder X-Press 35 1798 (16 ga) 80 (Luminaire) .060" .125" 25 125 Purtin 416 (Conduit & Cable) Pre-Pour Structural Concrete @3008 psi Post-Pour Range II LWCS 35 PCF fibs! W) 37 Patent Pending tli1Iii21 ':- L_8194910 UXPT* Universal XPressltTool 11 " 8195910 RXPIT Retro Socket for 8151910 1 ( 8152910 XPDB 25/64" Drill Bit 1 j To watch a video demonstration of the Sammy X-Press, visit hltp://www.sammysuperscrew.corrilsammyxpress.htm "Tool Includes: Sleeve, Bit Receiver, Hen Wrench, and 25/64° Drill Bit. For the most up to date information, visit www.sammysuperscrew.com do V - F743205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) Fig. B32O5L - Threaded Rod (right & left hand threads) ize Range: thru 3-4 rod Specify Length nde Material: Steel Rod is threaded on both ends th right hand threads of the length shown. Also TIL available with left and right hand t ads - specify Fig. B3205L when ordering. Function: Recomme'tQs hanger in hanger assemblies Maximum Temperature: 750°F (399°C) Thmad Size Finish: Plain. Contact Cooper B-Line for alte tive finishes and materials Order By: Figure number, rod size, length and fini Part INo. . B3205-3/8x'L' Thread Size TIlread 21/2 Slandard Length TL (63.5) 650-F (343-C) 730 Design (3.25) Load 790-F 572 (399-C) 54) B3205-1/2 x'I' /'/2'-13 21/2' (63.5) 1350 (6.00) 1057 EM B3205-5/8 x'L' / /8'-11 21/2 (63.5) 2160 (9.61) 1692 B3205-3/4 x)1( /4 10 3 (762) 3230 (1437) 2530 (11.25) B320571á'x '1' I8"-9 31/2 (88.9) 4480 (19.93) 3508 (15.60) Xarger sizes consult full line pipe hanger catalog. Fig. ATR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: /8'-16 thru 11/2"6 rod in 10' (3.05m) lengths Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Note: Fig. 99 is cut to length all threaded rod. Fig. 100 is full length. Part _Ii AIR /4" No. x '1' Threads 20 Recommended I 240 Load (1.07) I Approx. f Y 1 1whIID 12 ! (5.44) ATR I8" x 'L 16 730 (324) 29 _(13.15)__ AIR 1/2" X 'L' 13 1350 (6.00) 53 (24.04) AIR 5/h1 x '1 11 2160 (960) 89 (40.37) AIR 3/4" X '1' 10 3230 (14.37) 123 (55.79) AIR I8" x '1' 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 11111— 00 enn R-I inp S Threaded Accessories AN - Flat Washer (TOLCO Fig. 115) Size Range: 1 /4°20 thru 1"-8 rods Material: Steel Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number size and finish Part For Outside Approx. Number Rod Size Diameter Wt/100 in. (mm) lbs. (kg) L.?_2i0L FW-3/8 3A"-16 1 (25.4) 3.9 (1.7) ½"13 ,8"(34) 63 (3) FW-518 ,"-ii 13/40 (44.4) 7.3 (3.3) FW-314 W-10 2 (50.8) 11.0 (5.0) FW-1/8 1N-9 21/4 (57.1) 19.0 (8.6) FW-1 1"-8 2½" (69.8) 22.0 (10.0) LW - Lock Washer (TOLCO Fig. 117) Size Range: 1/4..20 thru 1'-8 rods Material: Steel Finish: Plain or Electro-Galvanized. Note: Available in Hot Dip Galvanized finish or Stainless Steel materials. Order By: Figure number size and finish Part For Outside Approx. Number Rod Size Diameter Wt./100 in. (mm) lbs. (kg) LW/4 1/4"-20 .49 (12.4) - 0.3 (0.13) LW-318 ,-16 .68 (17.3) 0.6 (0.27) L,!W'IL "- J) . . LW-5/8 W-ii 1.08 (27.4) 2.4 (1.09) LW-3M 1/4"50-1.27 (32.2) 3.8 (1.72) LW-1/8 7A -9 1.46 (37.1) 5.9 (2.67) [1W-i 1-8 1.66" (42.1) 8.8(3.99) FAN - Flat Fender Washer (TOLCO Fig. 119) Size Range: I8"-16 and 1/2"13 rods Material: Steel Function: To provide a greater bearing surface than standard washer. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number and size Part For Inside Outside Approx. Number Rod Size Diameter Diameter Wt./100 in. (mm) in. (mm) lbs. (kg) FFW-3/e lj" (12.7) 1V (28.6) 3.0 (1.3) FFW-1I2 ½"-13 9M (14.3) 2 (50.8) 2.8 (1.3) S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 103 BLifle by '.tj All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 102 Fire Protection Solutions BLine by Threaded Accessories HN - Standard Hex Nut (TOLCO Fig. 113) ®TOLCCI Size Range: 1/4"..20 thru /8"-9 Oaterial: Steel (\ Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number size and finish - Part For Width Across Width Across Approx. Number Rod Size Flats Points Thickness Wt./100 in. (mm) in. (mm) in. (mm) lbs. (kg) [HN.ii ,'"20 7A6" (11.1) ½ (12.7) (c!). - - HN-3/8 34"-16 9A6" (14.3) 21/32 (16.6) 21/64 (8.3) 1.6 (0.7) HN 1/2 'A'-13 3/4 (190) 55/64-'(218) - 7/16WB 37 (17 HN-5/8 15/l6 (23.8) 1/32 (27.8) 35/64 (13.9) 7.3 (3.3) LHN3I4 3/4'- FO Sl/i /64(Th3)120T5 HN-1/s ,i-9 15A6" (33.3) 1/64" (38.5) 3/4 (19.0) 19.0 (8.6) HHN - Heavy Hex Nut (TOLCO Fig. 114) Size Range: 114"..20 thru /8°-9 Oaterial: Steel Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number size and finish Part For Width Across Width Across Approx. Number Rod Size Flats Points Thickness Wt./100 in. (mm) in. (mm) in. (mm) lbs. (kg) HHN-1!4 1/4"20 - ½" (12.7) 31/54" (14.7) 15/64 (5.9) 1.2 (0.5) HHN-3/e 3A-16 11A6" (17.5) 51/64 (20.2) 23/64 (9.1) 3.1 (1.4) HHN-1/2 1h"13 ½" (22.2) 11," (28.6) 31/64 (12.3) 6.5 (2.9) HHN-5/8 -ii VA 6" (27.0) 115,,4° (31.3) 39/64 (15.5) 12.0 (5.4) 1HHN/4 - /4'-10 11/4 (31.7) - 129,,t4 (36.9) 1/64 (18.6) 19.0 (8.6) HHN-1/9 1_9 1,16" (36.5) 121A2 (42.6) 55/64" (21.8) 30.0 (13.6) At dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 48 Fire Protection Solutions Seismic Bracing Fig. 15 - Swivel Attachment ®TOLCQ Size Range: - 3/8"-16 Rod Attachment May be used as a structural attachment cLUS Material: Steel component of a branch line restraint IJSTEN Function: Recommended applications for this product May be used as a Branch Line Restraint for structural attachment to Fig. 78 All Steel anchor bolt, beam clamp, etc. May be used in a pitched or sloped roof application, to meet '1rimiine - Ceiling Plate Fig. 75 Swivel Attachment requirements of NFPA 13 (2010) 9.1.2.6. Fig. 200 Approvals: Underwriters Laboratories Listed in the USA (UL) and Threaded Rod Adjustable Canada (cUL) to support up to 4' (100mm) pipe. Band Hanger Finish: Electro-Ga Ivan ized Weight: Approx. Wt./1 00 - 13.3 Lbs. (6.0kg) Fig. 25 Surge Restrainer Order By: Figure number Patent: #7,887,248 Fig. 65XT Reversible Beam Clamp 61 weam .. /(Fig. 75 Swivel All Threaded Rod - May be used with a pitched roof application, to meet requirements of NFPA 13 (2010) Sec. 9.1.2.5. Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener with Break-Off Bolt Head Size Range: Secures /8'-16 thru /8"-9 hanger rod . Material: Steel Function: Secures channel to hanger rod for vertical seismic bracing. Slight JL distortion of the channel (strut) may occur upon installation of rod stiffeners. Fin 98 . () Approvals: Included in our Seismic Restraints Catalog approved by the State S of California Office of Statewide Health Planning and Development (OSHPD). .5 For additional load, spacing and placement information relating to OSHPD S - - projects please refer to the TOLCO Seismic Restraint Systems Guidelines 51 • Finish: Electro Galvanized. Contact B-Line for alternative finishes and materials. çr p Weight: Approx. Wt./1 00: Fig. 98 - 11.8 Lbs. 153kg1 F B Fig. 98 I Fig. 98B - 12.7 Lbs. (5.7kg) Order By: Figure number S S Rod Maximum Rod Length Maximum Spacing Between Size Without Rod Stiffener Rod Stiffeners - I8". - ._ J9" (482mm) 13"• l._._J 1/2" - 25" (635mm) 18" (457mi) .. 31 (787mm) 23 (584mm) 3/4" 37" (940mm) 28" (711mm) 43" (1092mm) 33" (838mm) 1" 50" (1270mm) 38" (965mm) - 60" (1524mm) 43" (109mm) Notes: Rod stiffeners are required only on hanger and trapeze assemblies that have seismic bracing attached at or within 4" (101.6mm) of the rod. A minimum of two rod stiffeners (Figure 98, 98B, or 5C228) must be installed. Recommended torque on Figure 98 and 5C228 is 8 ft-lbs. (10.8Nm) or finger tight and one full turn with a wrench. 0 Figure 98B has the break off bolt head. Fig. 200 Fig. 200S ,fi9•°- T line" Adjustab!e and ®i'OL.CQ Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) zig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. 8317ONFC) Wig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut FM Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) 0/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-11 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Fig. 200-1 to 200-2 Fig. 200-21/2 to 200-8 S r_ Fig. 200F E Part No. 200.1/2 ' l/ (15) 3/8"-16 I.. i 31/8 (794) in.(M 2/8 M) (66.7) II(I)Y Ii 11 ' W1 II (5.0) 200-/4 3/4" (20) I8"-16 31/8 (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) /8'-16 33/3 (85.7) 2/8" (66.7) 12 (5.5) 200_11/4 11/4" (32) I8"-16 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200-1/2 11/2" (40) /8"-16 3 /8" (98.4) 2I8" (73.0) 14 (6.4) 200-2 - 2" (50) /8"-16 41/2' (114.3) 3" (76.3) 15 (6.9) 200.21/2 21/2 (65) /8'-16 5/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) /8"-16 5/8" (149.1) 4' (101.6) 29 (13.3) 200_3112 31/2" (90) /8'-16 7I" (187.3) 51/4" (133.3) 200-4 4 (100) 3/8"-16 7 /8 (1873) 5 (1270) 35 (160) 200-5 5" (125) 1/2"13 91/8" (231.8) 6/4" (158.7) 66 (30.2) 2006 6 (150) 1/2"-13 101/8 (2572) 6/4 (1714) 73 (334) 200-8 8" (200) /2"13 131/8" (333.4) 8/4' (222.2) 136 (62.3) Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts AMLn place of a knurl nut. lllllllllllllllll;rder By: Figure number and pipe size Designed to meet or exceed requirements of Fig. 200C All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. FP_ 00 I!flflPER R-1 ins, B655 Overall F SUBMITTAL gB655-SteR0d66upEöFi Fig. B656 - Steel Reducing Rod Coupling (TOLCO Fig. 70R) Size Range: 1/4".20 thru 1 "-8 rod Material: Steel Function: Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish: Electro-Galvanized. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish ®TOLCD S Part No. B655-1/4 TI I 1/4"20 II Length /8" (MM) (22.2) Design Lbs. !L Load (kN) (1.33) L. I Approx. L Lbs. 19 (0.86) B655-318 /81 -16 11/8' (28.6) 730 (3.25) 3.6 (1.63) B655-1/2 1/2"13 1I4" (44.4) 1350 (6.00) 11.3 (5.12) B655-5/8 I8"-11 21/8" (54.0) 2160 (9.61) 7.61-- B655-3/4 /4"-10 21/4" (57.1) 3230 (14.37) 28.1 (12.74) B655-718 /8-9 - 21/2' (63.5) 4480 (19.93) 57.2 (25.94) B655-1 1-8 2I4" (69.8) 5900 (26.24) 73.7 (33.43) Part No. B656-3/8 x 1/4 1 For Rod Size %"-16&1/4"-20 ' ill. 1" Length (mm) (25.4) Design Lbs. 300 Load (kN) (1.33) Approx. Lbs. 3.7 Wt./100 (kg) (1.68) B656-1 /2 X I8 1/2"13 & I8"-16 11/4" (31.7) 730 (3.25) 6.6 (2.99) 8656-5/8 X 1/2 /8"-11 &h/2"_13 11/4" (31.7) 1350 (6.00) 11.6 (5.26) B656-314 X /8 /4"-10 & I8"-11 11/2" (38.1) 2160 (9.61) 20.6 (9.34) B656-7/8 X 3/4 1 7/"_9 & /4"-1fl 1/4" 14441 320 114i71 94 117.871 LFunction: : Ste Used for ling two threaded rods together rod sizes, with ins tion hole. Electro-Galvanized. Cont Cooper B-Line for alternative and materials.OtJ€FBi82 IS NOT P - -. . - . -..---- '...--' --- .'.---.' uu,u Fig. B3220 - Rod Coupling (TOLCO Fig. 71) Size R e: /8"-16 thru 1-8 rod Part No. B3220-1/4 For Rod Size 1/4"-20 Overall lIrTiTqj1 in. 1/8 I (MM) I "ns. (kN) 300 (1.33) Approx.T Lbs. (kg) 6 (2.7) B3220-3/8 X 1/4 3/811-16 to 1/4"-20 1/8 (41.3) 300 11 (50) B3220-3/8 I8"-16 8" (41.3) 730 (3.25) (4.5) B3220-1/2 X 3/8 1/2"-13 to 3/8 1 21/8 (540) 730 (325) 20 1) 03220-1/2 .2-1/8" --(54.0) 1350 (6:00) 20 (9.1) B3220-5/8 _/178"11 21/2" (63.5) 2160 (9.61) 32 (14.5) B3220-314 /4'-10 2/8" (66.7) 3230 (14.37) 42 (19.0) B3220 7/_.'' /8 9 3/16 (556) 4480 (19 93) 91 (41 3) Bj22OI 1-8 2/4" (69.8) 5900 (26.24) -. 100 (45.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. pp- 00 l!flflPER R-1 inø fl B A Fig. 24..1anger for CPVC Plastic Pipe & IPS Steel Pipe Double Fastener Strap Side Mounted (Cooper B-Line B3183) Ql ze Range: 3/4'tbp thru 2 (50mm) CPVC pipe aterial: Pre-Galvanize ''el Function: Intended to perforI's a hanger to support CPVC piping used in automatic fire sprinkler systems. be installed on the top or on the bottom ofabeam. Approvals: Underwriters Laboratories Liste in the USA (UL) and Canada (cUL) to support fire sprinkler piping. be installed in wood using fasteners supplied with product, or into minimum 21Y'gauge (0.912mm) steel using (2) 1/4k x 1 tek type screws. Meets and exceedstlserequirements of NFPA 13,13R and 13D. Features: Fig. 24 incorporates features which protect the pipeq, ease installation. The flared edge design protects the CPVC pipAfbTh any rough surface. Easily attaches to the building structure the two UL Listed hex head self threading screws* fumish4ith the product. It is recommended that rechargeable elect ie1rills fitted with a hex socket attachment be used as installatio)dls. No impact tools (such as a hammer) are allowed. Damft€ has been known to result from installations using impact typelools. No pre-drilling of a pilot hole in wood is required. Finish: Pre-Galvanized 7" Order By: Figure numvd pipe size * Hardened h he self hrelf threading screw is furnished with the product and ex minimum fastener size acceptable. With refied spacing, consult factory. b 24-/4 3/4 (20) 2/16 (58.7) 1/32" (27.8) 1/16' (30.2) 51/2 (1.67) /16 (7.9) 9 (4.1) 24-1 1" -- (25) 2/8" (66.7) 1/16' (33.3) 1/16" (30.2) 6 (1.83) /16' (7.9) 9 (4.1) 24_11/4 11/4" (32) 3 (76.2) 11/2" (38.1) 1/16" (30.2) 61/2 (1.98) /16" (7.9) 11 (5.0) 24-1/2 11/2" (40) 31/4 (82.5) 1I8' (42.3) 1/16" (30.2) 7 (2.13) /16' 12 (5.4) 24-2 2" 1 (50) 311/16' 1 (93.7) 1 127/32" 1 (43.6) 1 1/16 (30.2) 1 8 1 (2.44) 1 5/16" 1 (7.9) 1 15 1 (6.8) Fig. 25 - Surge Restrainer 4 us o Size Range: - One size fits 3/4' (20mm) thru 2 (40mm) pipe. LISTEà Material: - Pre-Galvanized Steel 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 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 Can be used to restrain either steel /1 pipe or CPVC plastic Pipe. a Is.Usted dlV when Used with / ..--.. band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre-Galvanized I Order By: Figure number and band hanger, size from 3/4" (20mm) thru 2(40mm). .. Patent #5,344,108 I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. f!flflRR-I inp C To: Firm: Project: Submitted Product: SIMPSON STRONG-TIE® ThEN HD® Heavy-Duty ik Screw Anchor for Cracked and Uncracked Concrete IBC - Also suitable for masonry COMM2009 - ICC-ES ESR-2713 Products included in this submittal/substitution request: I Titen HD® Heavy-Duty Screw Anchor 0 Titen HD® Rod Hanger El Titen HD® Rod Coupler* 0 Titen HD® Mini Screw Anchor* *Not covered under a code report Specified Product: Section: Page: Detail/Sheet No.: Description of Application: Attached information includes product description, installation instructions and pertinent technical data needed for evaluation of the submittal request. SUBMITTED BY: Name: Signature: Firm: Address: Phone: Fax: E-Mail: -------- Date of Submittal: FOR ARCHITECT/ENGINEER USE: Approved: Approved As Noted: Not Approved: (Please briefly explain why not approved) By: _____ Date: Remarks: © SIMPSON STRONG-TIE COMPANY INC. 1 Simpson Strong-Tie® Titen HD® Heavy-Duty Screw Anchor Catalog Information Product Information Technical Information Products included: Titen HD® Heavy-Duty Screw Anchor ICC-ES ESR-2713 (for Cracked and Uncracked Concrete) Factory Mutual (FM) Listing ED This product submittal was compiled by the Simpson Strong-Tie Submittal Generator web app and is current as of 2/19/2013. Information included in this submittal is subject to change; see www.strongtie.com for the latest information. 2 S Installation Sequence "- V1oo IJJtoo e®t4' • '.. d''. o;Jo10. 1I rbo f ½min. S Serrated teeth an the tip of the Titen HO® screw anchor facilitate culling and reduce installation torque. S Titen HO® Screw Anchor U.S. Patent 5,674,035 & 6,623,228 Suitable for use in place of code anchor bolts. Longer '/z' diameter Titen HO anchors achieve sufficient embedment depth to develop tension loads equal to many Simpson Strong-Tie holdowns that specify a %" diameter anchor. Testing has been conducted to assure compatibility of these holdowns' anchor holes with the W Tien HD screw anchor. Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry The Titen HD® anchor is a patented, high-strength screw anchor for concrete and masonry. It is designed for optimum performance in both cracked and uncracked concrete; a requirement that the 2009 IBC places on post-installed anchors. The high strength, easy to install Titen HD anchor has been tested and shown to provide outstanding performance in cracked and uncracked concrete under both static and seismic loading conditions. The self-undercutting, non-expansion characteristics of the Titen HD anchor make it ideal for structural applications, even at reduced edge distances and spacings. Recommended for permanent dry, interior non-corrosive environments or temporary outdoor applications. PERFORMANCE FEATURES: Tested per AC1 93 to ensure outstanding performance in both cracked and uncracked concrete Higher load capacity and vibration resistance: Threads along the length of the anchor undercut the concrete and efficiently transfer the load to the base material. Vibration and shock resistance: The mechanical interlock of the threads and the ratchet teeth on the underside of the head help prevent the anchor from loosening in vibratory conditions. The Titen HO anchor has been tested to 12.6 million vibratory cycles with no performance reductions. Specialized heat treating process: Creates superior surface hardness at the tip to facilitate cutting, while at the same time not compromising ductility within the anchor body. Less spacing and edge distance required: The anchor does not exert expansion forces on the base material. Easy post-installation inspection: The head is stamped with the Simpson Strong-Tie® '*' sign and the anchor length in inches. INSTALLATION FEATURES: No special drill bit needed: Designed to install using standard sized ANSI tolerance drill bits Installs with 50% less torque: Testing shows that when compared to competitors, the Titen HO requires 50% less torque to be installed in concrete. Hex-washer head: Requires no separate washer and provides a clean installed appearance.* Removable: Ideal for temporary anchoring (e.g. formwork, bracing) or applications where fixtures may need to be moved. Re-use of the anchor to achieve listed load values is not recommended. See reinstallation note on next page. MATERIAL: Carbon steel, heat treated FINISH: Zinc plated or mechanically galvanized CODES: ICC-ES ESR-271 3 (concrete); ICC-ES ESR-1 056 (CMU); City of L.A. RR25741(concrete)City Rm of L.A. RR25560(CMU); Florida FL 11506.7; Factory Mutual 3017082, 3035761 and 3043442. The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. TEST CRITERIA: The Titen HO® anchor has been tested in accordance with ICC-ES AC1 93, ACI 355.2 and ICC-ES AC1 06 for the following: Static tension and shear loading in cracked and uncracked concrete . Seismic and wind loading in cracked and uncracked concrete Performance in uncracked masonry Anchor Fatigue Testing: Tested in accordance with ASTM E 488 for the effects of fatigue. 25% of the average ultimate load was applied to the anchor for 2 million cycles at a frequency of 15 Hz. Subsequent load tests showed no reduction in ultimate tension capacity. Vibratory Load Testing: A 150 lb. concrete block was suspended from a %' diameter anchor embedded at 11/2' and vibrated for 12.6 million cycles at a frequency of 30 Hz and an amplitude of 0.0325 inches. Subsequent load test showed no reduction in ultimate tension capacity. Field Testing: For guidance on field testing see technical bulletin T-SAS-THDlNSP. INSTALLATION: Holes in metal fixtures to be mounted should match the diameter specified in the table on the next page. , Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchors load capacity. Use a Titen HO screw anchor one time only. Installing the anchor multiple times may result in excessive thread wear and reduce load capacity. Drill a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed. Drill the hole to the specified embedment depth plus ½' minimum to allow the thread tapping dust to settle and blow it clean using compressed air. Ovarhead installations need not be blown clean. Alternatively-drill tha hole deep enough to accommodate embedment depth and dust from drilling and tapping. Insert the anchor through the fixture and into the hole. Tighten the anchor into the base material until the hex washer head contacts the fixture. Do not use impact wrenches to install into hollow CMU. SUGGESTED SPECIFICATIONS: Screw anchors shall have 360-degree contact with the base material and shall not require oversized holes for installation. Fasteners shall be manufactured from carbon steel, and are heat-treated. Anchors shall be zinc plated in accordance with ASTM B633 or mechanically galvanized in accordance with ASTM B695. Anchors are not to be reused after initial installation. Screw anchors shall be Titen HD® anchors from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per the Simpson Strong-Tie instructions for the Titen HD anchor. 110 *Some jurisdictions require an additional square plate washer for sill plate applications. Hole Dimensions Titen HD Diameter (in.) Wrench Size (in.) Recommended Fixture Hole Size (in.) ¼ 9Ae. 1/2 t09"i6 1/2 3/4 5/8 tOW16 '5A6 3 to 13 16 3/4 11/. 7/sto 15As I Simpson Strong-Ties Anchoring and Fastening Systems for Concrete and Masonry I1I iYi Is] U TitenHD' i :ii Titen HO11 Anchor Product Data - Zinc Plated Size Model Drill Bit fin.) Wrench Quantity fin) Box Carton %x3 THD37300H 3/ /8 /16 50 200 %x 4 THD37400H 50 200 %x5 THD37500H 50 100 %x6 THD37600H 50 100 ½x3 IHD50300H 1/2 THD501500H 3/ : 25 100 ½x4 THD50400H 20 80 80 1/2 X5 THD50500H ½x6 THD50600H - 20 80 1/2x 61/2 THD50612H 20 40 1/2X8 THD50800H 20 40 1/2X12 THD501200H 20 40 '/2X13 THD501300H 20 40 VzX14 THD501400H 20 '/2x15 20 40 %x4 THD62400H ~ l5/ 10 40 %x5 THD62500H 10 40 %x6 THD62600H 10 40 %x6'/2 THD62612H 10 40 %x8 THD62800H 10 20 ~x4 THDB62400H % l5,4 10 40 %x5 THDB62500H 10 40 %x6 THDB62600H 10 40 %X6'/2 THDB62612H 10 40 %x8 THDB62800H 10 20 %x4 THD75400H 3 /4 ,, 1/8 %x5 THD75500H 5 20 %x6 TFIDT75600H 5 5 20 10 ~x7 THD75700H %x8% THD75812H 5 10 34x10 THD75100H 5 10 Titen HO Anchor Product Data - Mechanically Galvanized Size (in.) Model PlO. Drill Bit Wrench Dia. Size (in.) (in.) Quantity Box Carton %x5 F THD37500HMG /8 16 [ 50 100 %x6 THD37600HMG 50 I 100 ½x5 THDSOSOOHMG 1/2 % 20 80 ½x6 THD50600HMG I 20 80 ½x6% THD50612HMG I 20 40 ½x8 THD50800HMG 20 40 %x5 THD62500HMG % l5/ 10 40 %x6 THD62600HMG 10 40 %X6'/2 THD62612HMG 10 40 %x8 THD62800HMG 10 20 %x5 THDB62500HMG ~ 15/16 10 40 %x6 THDB62600HMG 10 40 %x61/2 THDB62612HMG 10 40 %x8 THDB62800HMG 10 20 %x8'/u THD75812HMG ~ 11/8 5 10 %xl0 THD75100HMG 5 10 1. Mechanical galvanizing meets ASTM B695, Class 65, Type 1. Intended for some pressure-treated wood sill plate applications. Not for use in other corrosive or outdoor environments. See page 11 or visit www.strongtie.com/info for more corrosion information. The Titen HDII screw anchor 8/r x 6 and 3/,- x 70 (models THDT15600H and TH075700H) have a 10 section under the head that is unthreaded to allow installation into tilt-up wall braces. .1. Zinc plating meets ASTM B643, Sd. 2. Length is measured from the underside of the head to the tip of the anchor. Cn 01 FIXTURE HOLE DIAMETER: Fn Due to the full shank diameter and larger threads of the Titen HD® screw anchor, consideration needs to be given to specifying the appropriate diameter Titen HD anchor based on the fixture hole type to be used. The American Institute of Steel Construction (AISC) has established the following guidelines with regards to fixture hole sizing depending on the hole type: "Standard" fixture holes are 1/,6"larger than the nominal anchor diameter. 'Oversized" fixture holes are 1/8 -%s' larger than the nominal anchor diameter, depending upon the specific anchor diameter. ANCHOR yANCHOR /8 LA FO(1URE I'VFIXTURE RGER LARGER Standard fixture hole Oversized fixture hole Use the following table to identify which diameter Titen HD® screw anchor to use based on the fixture hole type and diameter. In most cases where a smaller diameter Titen HD anchor is called out in comparison to the competitor's larger diameter anchor, the Titen HD anchor still generally provides allowable tension and shear load values comparable to or greater than those of the competitor's anchor. 111 Simpson Strong-Tie- Anchoring and Fastening Systems for Concrete and Masonry SIMPSON Titen HD® Heavy Duty Screw Anchor for Cracked and Uncracked Concrete •[StiOiigj Titen 110e Anchor Installation Information and Additional Data' Characteristic Symbol Units Nominal Anchor Diameter (in.) 14 Installation Information Drill Bit Diameter dbll in. % ½ 6/8 1/4 Baseplate Clearance Hole Diameter dc in. ½ % % ¼ Maximum Installation Torque Tjnst,mar ft-lb 502 652 1002 1502 Maximum Impact Wrench Torque Rating Timpact,max ft-lb 1503 3401 3403 385 Embedment Depth hnoip in. 21/2 31/4 31/4 4 4 51/2 51/2 61/4 Critical Edge Distance "i4 3% 39/, 41,4 41/2 6'/a 6% 7Yie Minimum Edge Distance cnjn Minimum Spacing iir 1 1 3 Minimum Concrete Thickness hL ,Q 5 5 61/4 6 81/2 8% 10 Additional Data Anchor Category category - 1 Yield Strength fya psi 97,000 Tensile Strength 1ut5 psi 110,000 Minimum Tensile & Shear Stress Area A56 in' 0.099 0.183 0.276 0.414 Axial Stiffness in Service Load Range- Uncracked Concrete 13uncr lb/in. 715,000 Axial Stiffness in Service Load Range - Cracked Concrete 13cr lb/in. 345,000 The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. Tinstmw is the maximum permitted installation torque for the embedment depth range covered by this table for installations using a torque wrench. This is not applicable to other embedment depths published elsewhere in this catalog. Timpactmax is the maximum permitted torque rating for impact wrenches for the embedment depth range covered by this table. This is not applicable to other embedment depths published elsewhere in this catalog. Data for 1/8 anchor is only valid for THDB62 series. j 112 0 Titen HD® Anchor Tension Strength Design Data' Nominal Anchor Diameter (in.) Characteristic Symbol I Units % I 'Ia % Embedment Depth hnom In. 2'/ j 31/4 31% 4 4 51,4 51/2 61/4 Steel Strength in Tension Tension Resistance of Steel N. lb. 1 10,890 20,130 30,360 45,540 Strength Reduction Factor - Steel Failure - 0.652 Concrete Breakout Strength in Tension64 Effective Embedment Depth het irh 2.40 2.35 2.99 2.97 4.24 4.22 4.86 Critical Edge Distance Cac ( 3% 33'6 4'/2 41/2 6% 6% 7/16 Effectiveness Factor - Uncracked Concrete kuper 24 Effectiveness Factor - Cracked Concrete kcr r i"r ' 17 Modification Factor 'VC,N\ _) 1.0 Strength Reduction Factor - Concrete Breakout Failure 0 - 0.65 Pullout Strength in Tension8 Pullout Resistance, Uncracked Concrete (f=2,500 psi) Np,uncr lb. 2,700 I 9810 - Pullout Resistance, Cracked Concrete (f 0=2,500 psi) Nper lb. 1,2351 1 2,700 - - 3260 55701 6,070 7,195 Strength Reduction Factor - Pullout Failure 0 - 1 0.65 Breakout or Pullout Strength in Tension for Seismic Applications Nominal Pullout Strength for Seismic Loads (f'=2,500 psi) fl/peg lb. 1,235 2,700 32601 55704 6,070k 7,195 Strength Reduction Factor - Breakout or Pullout Failure 0 - 0.65 *See page 13 for an explanation * of the load table icons t . Simpson StTng-7710 Anchoring and Fastening Systems for Concrete and Masonry SIMPSON 0 Tit en HD Heavy Duty Screw Anchor for Cracked and Uncracked Concrete The value of 0 applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition A are met, refer to Section 04.4 to determine the appropriate value of 4>. If the load combinations of ACI 318 Appendix Care used, refer to Section 04.5 to determine the appropriate value of 4>. For sand-lightweight concrete, in lieu of ACI 318 Section 0.3.4, modify the value of concrete breakout strength, Np cr, Np,uncr and Neg by 0.6. All-lightweight concrete is e beyond the scope of this table.. Data for % anchor is only valid for THDB62 series. I 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. The value of 4) applies when the load combinations of ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of 0, Anchors are considered brittle steel elements. Pullout strength is not reported since concrete breakout controls. Adjust the characteristic pullout resistance for other concrete compressive strengths by multiplying the tabular value by (f',,s>,cjn,d / 2,500)0 . The value of 4) applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section 04.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer to Section 04.5 to determine the appropriate value of 4). The modification factor llJcp,N = 1.0 for cracked concrete. Otherwise, the modification factor for uncracked concrete without supplementary reinforcement to control splitting is either: (1) Nlcp,N = 1.0 if ca.min ? C. C, .5he or (2) 1Jcp,N = ~ if Camj6 < c>. The modification factor, 1jlcp,n is applied to the nominal concrete breakout strength, N,b or 1>1669. 113 ITic. Ic- J.Min.`pt48!./- o 2tnaun Up er Mm . deck Mm. 12typ Lower -..J i...- Ma. ronset.typ. note Figure A- Installation in Concrete over Metal Deck Max. 3' Mir. 4W LWHsI!tr'117779IflJ SIMPSON Titen HD' Heavy Duty Screw Anchor for Cracked and Uncracked Concrete ' fl1sii.oirgje Titen ND® Anchor Shear Strength Design Data' EIIi *See page 13 for an 19 explanation of the load table icons Characteristic Symbol Units Nominal Anchor Diameter (in.) - -- ----. ----.- - - - - Embedment Depth h 0 in. 2½ 1 31A 31/, 4 4 5% J 51/2 1 6¼ Steel Strength in Shear Shear Resistance of Steel V55 lb. 4,460 7,455 10,000 16,840 Strength Reduction Factor - Steel Failure 0 - 0.602 Concrete Breakout Strength in Shear' Outside Diameter d0 in. ,''0x(75 0.500 0.625 0.750 Load Bearing Length of Anchor in Shear ee in. ( 1 ~77 2.4q 2.35 2.99 2.97 4.24 4.22 1 4.86 Concrete Breakout Failure Strength Reduction Factor - 0 702 I ConcretePryout Strength in Shear Coefficient for Pryout Strength k,,- 1.0 2.0 Strength Reduction Factor - Concrete Pryout Failure - 0.704 Steel Strength in Shear for Seismic Applications Shear Resistance of Single Anchor for Seismic Loads Veq lb. 2,855 4,790 8,000 9,350 Strength Reduction Factor - Steel Failure 0 - 0.60 The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix 0, except as modified below. The value of 4) applies when the load combinations of ACl 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix Care used, refer to Section D4.5 to determine the appropriate value of 0. Anchors are considered brittle steel elements The value of 4, applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition A are met, refer to Section D4.4 to determine the appropriate value of If the load combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of 4. The value of 0 applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section 04.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer to Section 04.5 to determine the appropriate value of 4'. Data for I/V anchor is only valid for THDB62 series. For sand-lightweight concrete, in lieu of ACI 318 Section 0.3.4, modify the value of concrete breakout strength by 0.6. All-lightweight concrete is beyond the scope of this table. H Titen ND® Tension and ShearStrength Design Data for Normal-Weight or Sand-Lightweight Concrete over Metal Deck'26 IZ rn ±i. . rn L 'Seepage 13 loran Lower Flute Upper Flute explanation of the load table icons Characteristic Symbol Units Nominal Anchor Diameter (inch) Nom. Anch. Diameter (inch) % 1/2 1/2 Embedment Depth hnom in. 1 7/ 21/2 2 31/2 1% 2 Effective Embedment Depth h01 in. 1.23 -1'?7. -'1,29..... 2.56 1.23 1.29 Pullout Resistance, concrete on metal Npdeckcr lbs. 375 (, 2,040 500 1,700 deck (cracked)3.4 Pullout Resistance, concrete on metal Npdeck,uncr lbs. 825 905 1 1 1 ,295 J 2,910 1,095 2,430 deck (uncracked)3.4 Steel Strength in Shear, concrete on Vsa deck lbs. \. 2,240 I 2395 7,145 L2-,435-'4,430 4,180 metal decks Steel Strength in Shear, Seismic V55 deck, eq lbs. 1,434 1,533 1,556 2,846 2,676 4,591 The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. Concrete compressive strength shall be 3,000 psi minimum. The characteristic pullout resistance fOr greater compressive strengths shall be ih&dãOd by'multrplyirig the tabular value by Min tW for anchnrsirtsoattu8 n lower tot ''"-' Mm. 3W for anchors installed upper flute. Mm. 3.000 psi nnrmai or - (f'c,npocwieu / 3,000 . . . I Mm. W typ. sand-lightweight concrete 114 deck or anchors installed in the soffit 01 sand-lightweight or normal-weight concrete over metal aece floor and roof assemblies, as shown in Figure A, calculation of the concrete breakout strength may be omitted. In accordance with ACI 318 Section 0.5.3.2, the nominal pullout strength in cracked concrete for anchors installed in the soffit of sand-llLhtweight or normal-weight-concrete-over-metal-deck floor and roof assemblies Npn,deck.cr shall be substituted for Npn,cr. Where analysis indicates no cracking at service loads, the normal pullout strength in uncracked concrete No,, deck uncr shall be substituted for Npn,oncr. In accordance with ACI 318 Section 0.6.1.2 (c), the shear strength for anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies Vsa,deck and V55 deck,eq shall be substituted for Vna. Minimum distance to edge of panel is 2h01. The minimum anchor spacing along the flute must be the greater of 3h01 or 1.5 times the flute width. Tension Loads in Normal-Weight Concrete in. (mm) Brill Bit Dia. in. Embed .:Critical Depth in. (mm) Edge Dist. in. (mm) Critical Spacing Dist. in. (mm) I Tension Load I Vc 2! 2000 psi r ~ 3960 psi f 4000 psi (13.8 MPa) Concrete (20.7 MPa) Concrete 1 (27.6 MPa) Concrete Ultimate lbs (kN) Std. Dcv. lbs. (kN) Allowable lbs. (kN) Allowable lbs. (ION I Ultimate lbs. Std. Dcv. lbs. (kN) Allowable lbs. (!çN) 2% 4,297 1,075 1,315 1 6,204 1,550 (9.5) ' (70) 3 (76) 5 (152) (19.1) - (4.8) (5.8) L (27.6) - (6.9) 3% 7,087 347 1,770 2,115 1 9,820 1,434 2,455 (95) (31.5) (1.5) (7.9) (9.4) j (43.7) (6.4) (10.9) 2% 4,610 1,155 1,400 6,580 1,645 '/2 (12.7) 1/ /2 (70) 4 (102) I 8 (203) (20.5) 7,413 (33.0) 412 (1.8) (5.1) 1,855 (8.3) (6.2) 2,270 (10.1) (29.3) 10,742 (47.8) - 600 (2.7) (7.3) 2,685 (11.9) (92) 5% - 10,278 297 2,570 3,240 15,640 2,341 3,910 (146) (45.7) Jj J6( (17.4 2% 4,610 1,155 1,400 6,580 1,645 (70) (20.5) - (5.1) (6.2) (29.3) - (7.3) 4% (105) 8,742 (38.9) 615 (2.7) 2,185 (9.7) 2,630 (11.7) 12,286 (54.7) 1,604 (7.1) 3,070 (13.7) r/18 (15.9) 5 (127) 10 (254) 5% 12,953 1,764 3,240 3,955 18,680 4,670 (146) (57.6) (7.8) (14.4) (17.6) (83.1) - (20.8) - 2% 4,674 1,170 1,405 6,580 1,645 (70) (20.8) - (5.2) (6.3) (29.3) - (7.3) I 4% L (i7)_ 10,340 (46.0) 1,096 (4.9) 2,585 (11.5) 3,470 (15.4) 17,426 (77.5) 1,591 (7.1) 4,355 (19.4) % (19.1) , ' 6 (152) 12 (305) 13,765 1,016 3,440 4,055 18,680 1,743 4,670 (146) (61.2) (4.5) (15.3) (18.0) (83.1) L7). 1 (Q) See Notes Below *See page 13 for an explanation of the load table icons E Shear Loads in Normal-Weight Concrete 11i Size Drill Embed. Critical Critical Shear Load in. Bit Depth Edge Spacing - - 2000 psi f' ~ 3000 psi f' ~ 4000 psi (mm) Dia. in. Dist. Dist. (13.8 MPa) Concrete (20.7 MPa) Concrete (27.6 MPa) Concrete in. (mm) in. in. Ultimate Std. Dcv. Allowable Allowable Ultimate Std. Dev. Allowable (mm) (mm) lbs. (kj) bs. (kN) lbs.(fl lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kll) 2% 6,353 1,585 1,665 1,740 3/1 ,, " (70) 41/2 6 (28.3) - (7.1) (7.4) - - (7.7) 3% 6,377 1,006 1,595 1,670 - - 1,740 (9.5) (114) (152) (28.4) (4.5) (7.1) (7.4) (7.7) 2% 6,435 1,605 2,050 9,987 2,495 (7 (28.6) - (7.1) (9.1) (44.4) - (7.8) 3% 9,324 1,285 2,330 2,795 13,027 597 3,255 1/z ' /2 6 8 (12.7) (92) (152) (203) (41.5) (5.7) (10.4) (12.4) (57.9) (2.7) (14.5) 11,319 1,245 2,830 3,045 3,255 _(l 5 IM 1 46 (50.3) () (12.6) (13.5) - - (14.5) 2% 7,745 1,940 2,220 9,987 2,495 (70) (34.5) - (8.6) (9.9) (44.4) - (11.1) 4% 8,706 1,830 2,175 3,415 18,607 1,650 4,650 5/ "° 71/z 10 (15.9) (105) (191) (254) (38.7) (8.1) (9.7) (15.2) (82.8) (7.3) (20.7) 5% 12,498 2,227 3,125 3,890 4,650 (146) (55.6) (9.9) (13.9) (17.3) - - (20.7) 2% 7,832 1,960 2,415 11,460 2,865 (70) (34.8) - (8.7) (10.7) -(51.0) - (12.7) 4% 11,222 2,900 2,805 4,490 24,680 2,368 6,170 % 3/ ' 9 12 (19.1) (117) (229) (305) (49.9) (12.9) (12.5) (20.0) (109) (10.5) (27.4) 19,793 3,547 4,950 5,560 24,680 1 795 6,170 (146) (88.) _ (22.0) (24.7) (109.8) (74) The allowable loads listed are based on a safety factor of 4.0. 3. The minimum concrete thickness is 11/2 times the embedment depth. Refer to allowable load-adjustment factors for spacing and edge 4. Tension and Shear loads for the Titen HO anchor may be combined using the elliptical distance on pages 119-120. interaction equation (n=%). Allowable load maybe interpolated for concrete compressive strengths between 2000 psi and 4000 psi. Li 115 SIMPSON LStroffge Shear Loads in Normal-Weight Concrete, Load Applied Parallel to Concrete Edge S Size Drill Bit Embed. Minimum Minimum I Minimum Shear Load Based on In . Dia. Depth Edge End i Spacing Concrete Edge Distance (mm) in. in. Dist. Dist. Dist. f' ~ 2500 psi (17.2 MPa) Concrete (mm) in. in. in.Ultimate Std. Dev. Allowable (mm) (mm) (mm) jj!cN lbs. (kN) lbs. 2% 4,660 575 1,165 (70) (207) (2.6) (5.2) 3¼ - 1,530 1/2 1/ i2 (83) 1% 8 8 - (6.8) 31/2 6,840 860 1,710 (12.7) (45) (203) (203) (89) (30.4) (3.8) (7.6) 41/2 7,800 300 1,950 (114) (34.7) (1.3) (8.7) 2% 4,820 585 1,205 (70) (21.4) (26) 1 (5.3) - - 1,580 " 31% 1% 10 10 (15.9) (83) (45) (254) (254) (7.0) 7,060 1,284 1,765 fl3½ (89) (31.4) (5.7) (7.9) 'See page l3 for an explanation of the load table icons 7. 1/4 in Note: Rebar not shown for clarity. The allowable loads listed are based on a safety factor of 4.0. The minimum concrete thickness is 11/2 times the embedment depth. The Titen HO® screw anchor may be used for sill plate applications. Use bearing plates as required by code. Refer to the appropriate code report or use Simpson Strong-Tie ACl 318 Anchor Selector' software for anchor design information. S Titen HD Screw Anchor U.S. Potent 5,614,035 & 6,623,228 W. Simpson S"ng-Tte- Anchoring and Fastening Systems for Concrete and Masonry SIMPSON Titen HD® Heavy Duty Screw Anchor for Cracked and Uncracked Concrete 40 Tension Loads in Normal-Weight Concrete Stemwall go E - Tension Load Size in. (mm) Drill Bit Dia. Embed. Depth In. Steniwall Mm. Width ] Edge in. Dist. Min. End Dist. V>_25oo psi (17.2 MPa) Concrete r ~ 4500 psi (31.0 MPa) Concrete in. (mm) (mm) in. (mm) in. (mm) Ultimate Its. Allow. lbs. Ultimate lbs. Allow. lbs. (kN) (IN_) (kNi 8 15,420 3,855 20,300 5,075 F , /2 10 (254) 6 1% (152) (44) (203) (68.6) (17.1) (90.3) (226) 4% 14,280 3,570 19,040 4,760 (111) (63.5) (15.9) (84.7) (21.2) Tension Loads in Normal-Weiaht Concrete. Load Applied at 600 Angle to Horizontal t * for Tilt-Up Wall Braces Tension Applied at 60-degrees Size Drill Bit Embed. to Horizontal in. (mm) Dia. in. Depth in. 1c 2500 PSI (17.2 MPa) (mm) Concrete Ultimate Std. Dcv. Allow. lbs. (kN) lbs. (kN) Its. (kN) % , " 5 13,420 1,273 3,355 (15.9) (127) (59.7) (5.7) (14.9) % , ' 5 15,180 968 3,795 (19J) (127) (67.5) 1 (4.3) (16.9) The allowable loads are based 3. The minimum concrete thickness 1. The allowable loads are based on a safety factor of 4.0. on a safety factor of 4.0. (depth) is 12 inches. 2. Anchor must be installed into a concrete floor slab, footing, The minimum anchor spacing is 15 inches. 4. Allowable loads may be interpolated or deadman with sufficient area, weight, and strength for compressive strengths between to resist the anchorage load. 2,500 and 4,500 psi. 3. Titen HDE has been qualified for temporary outdoor use of up to 90 days through testing for this application. Tension and Shear Loads in Sand-Lightweight Concrete over Metal Deck flIHI Install in Concrete (see Figure A) Install through Metal Deck (see Figure A) Size In. Drill Bit Embed. Depth Critical Edge Critical Spacing Tension Load Shear Load Tension Load Shear Load (mm) Dia. in. 01st. Dist. f'0 ~t 3000 psi (20.7 MPa) f ~ 3000 psi (20.7 MPa) £ ~! 3000 psi (20.7 MPa) f ? 3000 psi (20.7 MPa) in. (mm) In. in. Lightweight Concrete - Lightweight Concrete Lightweight Concrete Lightweight Concrete Ultimate Allowable Ultimate Allowable Ultimate Allowable Ultimate Allowable (mm) (mm) lbs. (kN) lbs. (k .) (kN) lbs() lbs.jkNt. lbs. (kN) lbs. (kN) lbs. (kN) 2% 2,560 640 4,240 1,060 (70) 6 6 (11.4) (2.8) (18.9) (4.7) - - - - 3 - - - - 5,420 1,355 4,100 1,025 (152) (152) - (76) - (24.1) (6.0) (18.2) (4.6) - 2% 3,040 760 . 6,380 1,595 (70) 8 8 _(13.5) (3.4) (28.4) (7.1) - 4 - - - - 7,020 1,755 6,840 1,710 (127)1/2 (203) (203) ' (tQ) (31.2) (7.8) j7 - 2% 3,100 775 6,380 1,595 - - - - % (70) 10 10 (13.8) (3.4) (28.4) (7.1) 5 - - - - 8,940 2,235 10,700 2,675 (15.9) (254) (254) (127) (39.8) (9.9) (47.6) (11.9) 1. The allowable loads listed are based on a safety factor of 4.0. 3. Anchors may be installed off-center in the 2. Allowable loads for anchors installed in the lower flute lower flute (up to 11/2" from the edge of the of the steel deck are for flutes with a trapezoidal profile lower flute) without a load reduction. with a depth of 3 inches, and a width varying from 4. 100% of the allowable load is permitted at 41/2 inches at the bottom to 71/2 inches at the top. The critical edge distance and critical spacing. spacing of the flutes is 12 inches. The metal deck must Testing at smaller edge distances and be minimum 20-gauge with a minimum yield strength spacings has not been performed. of 38 ksi and minimum ultimate strength of 45 ksi. MIN. 3,000 PSI SAND-LIGHTWEIGFIT CONCRETE UPPER] .1 MIN lu 20 GAUGE LOWER 1W DECK STEEL FLUTE I 4W Figure A - Titen lID® screw anchor installed In the top and bottom of a structural sand-lightweight-concrete and metal-deck assembly *See page 13 for an explanation of the load table icons ft I H 117 Figure 1 stallattyn this area reduced awable ad capacity 4. Minimum end distance Critical end distance (see laud table) Na installation within swat head joint Installations in this area for lull allowable load capacity Shaded Area = Placement for Full and Reduced Allowable Load Capacity in Grout-Filled CMU The tabulated allowable loads are based on a safety factor of 5.0 for installations under the 113C and IRC. Values for 8-inch wide, lightweight, medium-weight and normal-weight concrete masonry units. The minimum specified compressive strength of masonry, fm, at 28 days Figure 2 is 1,500 psi. Embedment depth is measured - from the outside face of the concrete "u.t . masonry unit and is based on the 01,411 anchor being embedded an additional ½ through 11/4' thick face shell. Allowable loads may not be increased for short-term loading due to wind or seismic forces. CMU wall design must satisfy applicable design standards and be capable of withstanding applied loads. Do not use impact wrenches to install in hollow CMU. Set drill to rotation-only mode when drilling into hollow CMU. Simpson Strong-rie I Anchoring and Fastening Systems for Concrete and Masonry SIMPSON Titen HD® Heavy Duty Screw Anchor for Cracked and Uncracked Concrete Tension and Shear Loads in 8-inch Lightweight, Medium-Weight and Normal-Weight Grout-Filled CMU Size Mm. I Critical Critical Critical Values for 8-inch Lightweight, Medium-Weight In. i Bit Embed. Edge End Spacing or Normal -Weight Grout-Filled CMU - (mm) Dia. Depth Dist. Dist. Dist. Tension Load Shear Load in. in. in. in. In. kUltimate I Allowable tUltimate Allowable - (mm) (mm) (mm) (mm) lbs. jibs. (ç) (N) lbs.(kN) - Anchor Installed in the Face of the CMU Wall (See Figure 1) % /S , 12 6 2,390 480 4,340 870 (70) (305) (305) (152) (10.6) (2.1) (19.3) (3.9) 1/2 y 2 31/i 12 12 8 3,440 690 6,920 1,385 (jfl (89) 1 (305) (305) (20)_1_J1) (3.1) _!) (6.2) % 5/ / 4% 12 12 10 I 5,300 1,060 10,420 2,085 (114) J(305) (305) (25)_j (23.6) (4.7) (46.4) (93) 3/4 %5'/z 12 12 12 7,990 1,600 15,000 3,000 (14 0) (305) (305) (305) (35.5) (7.1) (66.7) (13.3) The tabulated allowable loads are based on a safety factor of 5.0 for installations under the 113C and IRC. Values for 8-inch wide, lightweight, medium-weight and normal-weight concrete masonry units. The masonry units must be fully grouted. The minimum specified compressive strength of masonry, fm, at 28 days is 1,500 psi. Embedment depth is measured from the outside face of the concrete masonry unit. Allowable loads may be increased 33%% for short-term loading due to wind or seismic forces where permitted by code. Grout-filled CMU wall design must satisfy applicable design standards and be capable of withstanding applied loads. Refer to allowable load-adjustment factors for spacing and edge distance on page 121. 4 * *See page13foran Uad explanation of the load table icons Tension and Shear Loads in 8-inch Lightweight, - * Medium-Weight and Normal-Weight Hollow CMU uaij H - 8-inch Hollow CMU Loads Based Size In. Drill Bit Embed. Depth4 Min. Mm. Edge End I on CMU Strength (mm) Dia. in. Dist. Dist. Tension Load Shear Load in. I (mm) in. in. e-- -----•-.-I----- (mm) (mm) Ultimate Allowable - Ultimate Allowable lbs.(kN) lbs. (kN) lbs.($) lbs. (Ii Anchor Installed in Face Shell (See Figure 2) 3/ 1% 4 4% 720 145 1,240 250 (9.5) " (44) (102) (117) (3.2) (0.6) (5.5) (1.1) 1/2 (7) 2 1% (44) 4 4% (102) (117) 760 (3.4) 150 (0.7) 1,240 (5.5) 250 (1.1) % %1% 4 4% 800 160 1,240 250 (159) (44) (102) (117) (3.6) (0.7) (5.5) (1.1) % 3/ 1% 4 4% 880 175 1,240 250 (19.1) (44) (102) (117) (3.9) (0.8) (5.5) (1.1) Tension and Shear Loads in 8-inch Lightweight, Medium-Weight and Normal-Weight Grout-Filled CMU Stemwall I Size Drill Embed. Mm. Min. itical _8-inch Grout-Filled CMU Allowable Loads Based on CMU Strength I I in. Bit Depth Edge End I Spacing I 1 (mm) Dia. in. Dist, 01St. I Dist. Tension Shear Perp. to Edge Shear Parallel to Edge I in. (mm) in. in. in. Ultimate Allowable Ultimate AlIowabiUltlniate fAllowabll (min) (mm) (mm) lbs. (kN)_ I lbs. (k) lbs. (kN) lbs. (kN) lbs. (N) lbs. (RN) I Anchor Installed in Cell Opening or Web (Top of Wall) (See Figure 3) I 1/2 I 1/ I 4% I 1% I 8 8 I 2,860 I I 570 I 800 I 160 I 2,920 I 585 I I (127) (114) (44.5) (203) (203) (12.7) (2.5) (3.6) (0.7) (13.0) (2.6) 4% 1% 10 10 2,860 570 800 1 160 3,380 I 675 (1591 1.. (114) . (44.5). 54) (1211 Lj2.5 (3.6) (0.7) j. (15.01 L (3.0) I The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. Values are for 8-inch wide, lightweight, medium-weight and normal-weight concrete masonry units. The masonry units must be fully grouted. The minimum specified compressive strength of masonry, fm, at 28 days is 1,500 psi. Allowable loads may be increased 331/3% for short-term loading due to wind or seismic forces where permitted by code. Grout-filled CMU wall design must satisfy applicable design standards and be capable of withstanding applied design loads. 118 7. Loads are based on anchor installed in either the web or grout-filled cell opening in the top of wall. 1W Edge rp End Anchor installed in top of wall la. % /2 % % Edge E 2% 3% % -- _i - 41/e-- -- -- -- -- DISt.0 3 3 4 4 4 5 5 5 6 6 6 (in.) Ca" n 4 1 14 4 P14 W4 1 4 P4 1 4 1 % P4 fcmin 0.83 0.73 0.67 0.57 0.73 0.67 0.57 0.59 0.67 0.48 0.58 1% - 0.83 0.73 1 0.67 0.57 0.73 1 0.67 0.57 0.59 0.67 0.48 0.58 2 0.86 0.78 0.71 0.62 0.76 0.70 0.60 0.62 0.69 0.51 0.60 2% 0.90 0.84 0.74 0.67 0.79 0.72 0.64 0.65 0.71 0.54 0.63 2'/ 0.93 0.89 0.78 0.71 0.82 0.75 0.67 0.68 0.73 0.57 0.65 2% 0.97 0.95 0.82 0.76 0.85 0.77 0.70 0.72 0.75 0.60 0.68 3 1.00 1.00 0.85 0.81 0.88 0.80 0.74 0.75 0.77 0.63 0.70 3% - - 0.89 0.86 0.91 1 0.82 0.77 0.78 0.79 0.66 0.73 3'/2 0.85 0.80 0.81 0.81 0.69 0.75 3~ 0.96 .97 0.87 0.83 0.84 0.83 0.72 0.78 4 0.93X.90O.94 1.00 .00 0.90 0.87 0.87 0.84 0.76 0.80 4¼ 0.92 0.90 0.91 0.86 0.79 0.83 41/2 0.95 0.93 0.94 0.88 0.82 0.85 4% 1 0.97 0.97 0.97 0.90 0.85 0.88 5 5% 1.00 1 1.00 1.00 0.92 0.94 0.88 0.91 0.90 0.93 5'/a 0.96 0.94 0.95 0.98 0.97 0.98 6 - L - 1.00 -- 1.00 - 1.00 *See page 13 for an explanation of the load table icons I Simpson Shrg-rteO Anchoring and Fastening Systems for Concrete and Masoni'j I11 I s] I Titen HD' Technical Information Load-Adjustment Factors for liten HD® Anchors in Normal-Weight Concrete: These tables are not for use S Edge Distance, Tension and Shear Loads ! with SD design methods How to use these charts: The following tables are for reduced edge distance. 4. Locate the edge distance (C50t) at which the anchor is to be installed. Locate the anchor size to be used for either a tension 5. The load adjustment factor (fe) is the intersection of the row and column. and/or shear load application. 6. Multiply the allowable load by the applicable load adjustment factor(s). Locate the anchor embedment (E) used for either a tension 7. Reduction factors for multiple edges are multiplied together. and/or shear load application. Edge Distance Tension (fe) 1J See Notes Below Edge Distance Shear (fe) 1/2 ~ Edge 2% Th 2% 3% D .4½ LDia. 4% 6 6 6 7% 7½ 7½ 9 9 9 (in.) 1% ± i J i i 0.25 0.24 0.25 0.20 0.17 i 0.19 0.16 0.19 0.19 0.14 0.13 1% 0.25 0.24 0.25 0.20 0.17 1 0.19 0.16 0.19 0.19 0.14 0.13 2 0.32 0.31 0.29 0.25 0.22 0.23 0.20 0.23 1 0.22 0.17 0.16 21/2 0.45 0.45 0.38 0.34 0.32 0.30 0.27 0.30 0.27 0.23 0.22 3 0.59 0.59 0.47 0.4.4 0.41 0.37 0.34 0.37 0.33 0.29 0.28 31/2 0.73 0.72 0.56 0.53 1 0.51 0.44 0.42 0.44 0.39 0.35 0.34 4 0.86 0.86 0.65 0.62 0.61 0.51 0.49 0.51 0.44 0.41 0.40 41/2 1.00 1.00 0.74 0.72 0.71 0.58 0.56 0.58 0.50 0.47 0.46 5 - - 0.82 0.81 0.80 1 0.65 0.63 1 0.65 0.55 1 0.53 0.52 5'/2 0.91 0.91 0.90 0.72 0.71 0.72 . 0.61-.- 0.58 -058 6 1.00 1.00 1.00 0.79 0.78 0.79 0.66 0.64 0.64 61/2 0.86 0.85 0.86 0.72 0.70 0.70 7 1 0.93 0.93 0.93 0.78 0.76 0.76 71/2 1.00 1.00 1.00 0.83 0.82 0.82 8 0.89 0.88 0.88 0.94 094 0.94 119 The tabled adjustment values (fc) have been calculated using the following information: E = Embedment depth (inches). C = actual edge distance at which anchor is installed (inches). C = critical edge distance for 100% load (inches). A. C,,, = minimum edge distance for reduced load (inches). f = percent of allowable load at actual edge distance. f, = percentage of allowable load at critical edge distance. f is always = 1.00. 7.6=percent.otatowable load at minimum edge distance. 8. fc = fcmin + [(1 - fcnin) - Cmin) / (Ce, - Cmjn)]. r S IMPSON Load-Adjustment Factors for Titen HDO Anchors in Normal-Weight Concrete: These tables are not for use Spacing, Tension and Shear Loads W with SD design methods How to use these charts: The following tables are for reduced spacing. 4. Locate the spacing (Sact) at which the anchor is to be installed. Locate the anchor size to be used for either a tension 5. The load adjustment factor (f5) is the intersection of the row and column. and/or shear load application. 6. Multiply the allowable load by the applicable load adjustment factor(s). Locate the anchor embedment (E) used for either a tension 7. Reduction factors for multiple spacings are multiplied together. and/or shear load application. Spacing Tension (f2) HIM 1/ % % E 2% 3% 2% 3% 5% 2% 4¼ 5% 2% 4% 5% S 6 6 8 8 8 10 12 12 (in) Smn 11/2 1'/z 2 2 2 2'/2 2½ 2% 3 3 3 611 0.66 0.56 0.72 0.63 0.76 0.79 0.69 0.73 0.80 0.70 0.72 11/2 2 0.66 0.70 0.56 0.61 - 0.72 0.63 0.76 2'/2 0.74 0.66 0.74 0.66 0.78 0.79 0.69 0.73 3 0.77 0.71 0.77 0.69 0.80 0.80 0.71 0.75 0.80 0.70 0.72 4 0.85 0.80 0.81 0.75 0.84 0.83 0.75 0.78 0.82 0.73 0.75 5 0.92 0.90 0.86 0.82 0.88 0.86 0.79 0.82 0.84 0.77 0.78 6 1.00 1.00 0.91 0.88 0.92 0.89 0.83 0.86 0.87 0.80 0.81 7 - - 0.95 0.94 0.96 0.92 0.88 0.89 0.89 0.83 0.84 -p-- 1.00 1.00 1.00 9 -- TTT 097 140.93 96 093 90 91 10 1.00 1.00 0.96 0.93 0.94 098 097 097 - 12 - 1.00 1.00 1.00 See Notes Below *See page 13 for an explanation of the load table icons Spacing Shear (fe) Dm. 1/2 % % E 2% 3% 2% 3% 5% 2% 4¼ 5% 2% 4% 5% ( Oact i- -- F i i 8 -12 10 10 10 12 12 in.) Smin 11/2 1'/a 2 2 2 21/2 2½ 21/1 3 3 3 12mm 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 11/2 0.77 0.77 2 0.80 0.80 0.77 0.77 0.77 21/2 0.82 0.82 0.79 0.79 0.79 0.77 0.77 0.77 F 3 085 0.85 0.81 0.81 0.81 0.79 0.79 0.79 0.77 0.77 0.77 4 0.90 0.90 0.85 0.85 0.85 0.82 0.82 0.82 0.80 0.80 0.80 5 0.95 0.95 0.89 0.89 0.89 0.85 0.85 0.85 0.82 0.82 0.82 6 1.00 1 1.00 0.92 0.92 0.92 0.88 0.88 0.88 0.85 0.85 0.85 7 0.96 0.96 0.96 1 0.91 0.91 0.91 0.87 0.87 0.87 8 1.00 1.00 1.00 0.94 0.94 0.94 0.90 0.90 0.90 9 0.97 0.97 0.97 0.92 0.92 0.92 10 - 1.00 1.00 1.00 0.95 0.95 0.95 11 0.97 0.97 0.97 i ±00 1.00 iQ The tabled adjustment values (f1) have been calculated using the following information: F = Embedment depth (inches). Sad = actual spacing distance at which anchors are installed (inches). Sr = critical spacing distance for 100% load (inches). Smin = minimum spacing distance for reduced load (inches). f2 = adjustment factor for allowable load at actual spacing distance. fscr = adjustment factor for allowable load at critical spacing distance. fscr is always = 1.00. fsmn = adjustment factor for allowable load at minimum spacing distance. f8 = f$mjn + [(1 fsm1n) (Sad Snn) / (Sc1 - Smm)j. 120 fl Dia.% '/2 % 3/4 E 2% 31/2 41/ 51/2 S,,, 6 8 10 12 SmIn 3 4 5 6 fsmin 0.87 0.69 0.59 0.50 3 0.87 4 0.91 0.69 5 0.96 0.77 0.59 6 1.00 0.85 0.67 0.50 8 1.00 0.84 0.67 10 1.00 0.83 12 - 1.00 % 1/2 % % F 2% 31/2 41/2 51/2 8,,, 6 8 10 12 Sm,, 3 4 5 6 tam1,, 0.62 0.62 0.62 0.62 3 0.62 4 1 0.75 0.62 1 5 0.62 6 1.00 0.87.....0.72 0.81 0.70 0.62 8 1.00 0.85 0.75 10 1.00 0.87 12 1.00 [1 1. E = Embedment depth (inches). S,,,,, = actual spacing distance at which anchors are installed (inches). Scr = critical spacing distance for 100% load (inches). S,,,,,, = minimum spacing distance for reduced load (inches). f, = adjustment factor for allowable load at actual spacing distance. f,,,, = adjustment factor for allowable load at critical spacing distance. f,,,,r is always = 1.00. f,,mj,, = adjustment factor for allowable load at minimum spacing distance. fs = fsmin + ((1 fsmin) (S,,,,, - Smin) I (Se, - Sam,)]. 121 Simpson Strony-TW Anchoring and Fastening Systems for Concrete and Masonry Tiien lrnn7y,,,nrrnIim7,pi, Load-Adjustment Factors for Titen HD@ Anchors in Face-of-Wall Installation in These tables are not for use is 8" Grout-Filled CMV: Edge Distance and Spacing, Tension and Shear Loads with SD design methods How to use these charts: The following tables are for reduced edge distance and spacing. 4. Locate the edge distance (Cact) or spacing (Sact) at which the Locate the anchor size to be used for either a tension and/or anchor is to be installed. shear load application. 5. The load adjustment factor (fc or f) is the intersection of the row and column. Locate the embedment (E) at which the anchor is to be installed. 6. Multiply the allowable load by the applicable load adjustment factor. 7. Reduction factors for multiple edges or spacings are multiplied together. Edge or End Distance - * Tension (Q . % Y2 % % E 2% 31/s 4% 5% Cvcr 12 12 12 12 4 fcmin 1.00 1.00 0.83 0.66 4 1.00 1.00 1 0.83 0.66 6 1 1.00 1.00 0.87 0.75 8 1.00 1.00 0.92 0.83 10 1 1.00 1.00 0.96 0.92 12 1.00 1.00 1.00 1.00 See Notes Below Edge or End Distance Shear (fe) Shear Load Perpendicular to Edge or End (Directed Towards Edge or End) E D.% /2 % % E 2% 3% 41/t 51/2 (in)Ccr 12 12 12 12 Cmi,, 4 4 4 4 0.58 0.38 0.30 0.21 4 0.58 1 0.38 0.30 0.21 6 0.69 0.54 0.48 0.41 8 0.79 0.69 0.65 0.61 10 0.90 0.85 0.83 0.80 12 1.00 1.00 1.00 1.00 E = Embedment depth (inches). C,,,,, = actual end or edge distance at which anchor is installed (inches). C = critical end or edge distance for 100% load (inches). Cm,,, = minimum end or edge distance for reduced load (inches). f,, = adjustment factor for allowable load at actual end or edge distance. f,,,,, = adjustment factor for allowable load at critical end or edge distance. fur is always = 1.00. fcmin = adjustment factor for allowable load at minimum end or edge distance. f,, = fc,nj,, + [(1 - f,,min) (C,,5 - Cmi,,) / (C,,, - C,,,j,,)j. Spacing Tension (I,,) go t * Edge and End Distance Shear E Shear Load Parallel to Edge or End LE~ 144 % % % % E 2% 3% 4% 5% Cad (in) C,,, 12 12 12 12 6-min 4 4 4 4 famin 0.77 0.48 0.46 0.44 4 0.77 0.48 0.46 1 0.44 6 0.83 061 0.60 0.58 8 0.89 0.74 0.73 0.72 10 0.94 0.87 0.87 0.86 12 1.00 1.00 1.00 1.00 See Notes Below Edge or End Distance Shear (fe) Shear Load Perpendicular to Edge or End (Directed Away From Edge or End) E LI * % 1/2 % % E 2% 3% 4'/n 5% (in) C,,, 12 12 12 12 twin 0.89 0.79 0.58 0.38 4 0.89 0.79 1 0.58 0.38 6 0.92 0.84 0.69 0.54 8 0.95 0.90 0.79 0.69 10 0.97 0.95 0.90 0.85 12 - 1.00 1.00 1.00 1.00 See page l3 for an explanation of the load table icons rn i Spacing Shear (f5) tt. L H OPM USTU, Cone Point 0 Set Bolts A Set Bolts rh Included Cone Point Set Bolt B UL Horizontal Design Load Maximum Design Load Across Beam 2015 lbs. (8.96kM Maximum Design Load Along Beam 2015 lbs. (8.96kN) S 'Seismic Bracing ' TOLCO Fig. 828 - Universal Sway Brace Attachment to Steel (UL Listed) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing and/ot hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 53. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: 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 bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting (Fig. 980, 910, 909, or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting*. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending * Retaining strap not required. Fig. 828 Show Fig. iy pivot in any direction 1g. 828 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. 0 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 52 B-Line series Fire Protection Solutions <*> APPROVED OPM Seismic Bracing • TOLCO Fig. 1001 - Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1" (25mm) thru 8(200mm) IPS. Pipe size used for bracing: 1' (25mm) and 11/4' (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 (PS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1' (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 66. Finish: Plain or E)ectro-Ga Ivan ized. Contact customer service for alternative fin- ishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1'(25mm( or 11/4" (32mm)) , and finish. • Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. Design Load -For Sch. 1, Sch. 10, & Sch. 40 Pipe Pipe Part Number & Approx. Wt./100 Allowable Horizontal Capacity (Ihf) Per Installation U3 Size 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe 300-44° 450.590 600-740 750.900 in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. NN) Lbs. (kN) 1" (25) 1001-1 X 100.0 (45.3) 1001-1 X 11M 118.0 (53.5) 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4" (32) 1001-1'/4 X 1 100.0 (45.3) 1001-1 /4 X i'/4 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2"(40) 1001-1'/z X 100.0 (45.3) i 1001-1'/z X 11/4 115.0 (52.1) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 1001-2 X 108.0 (49.0) J 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2 (65) 10-01-2i/2 X 1 1386 (628) 1 1001-21/2 X 11/4 1604 (727) 800 (356) 1130 (502) 1380 (614) 1540 (685) (80) 1001-3 Xl 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) J 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4X1 160.9 (73.0) 1001-4X11I4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (1 50) [1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) J 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) . 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe.. ................ 3 Load rating for Schedule 10 above may be applied to GB/I 3092, EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. Note: Metric sizes are available, contact factory. '14 VFig1001 X All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 67 Eaton ®TaLccr UED Set Bolt Included Mounting Hardware Is Not Included Fig. 980 - Universal Swivel Sway Brace Attachment - I8" to 3/4" 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 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 approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe. Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: -Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact Cooper B-Line for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Fig. 4L Fig. 980 Longitudinal Brace S * Standard size. .... 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 13-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. FP_ 00 l!flflDER R-I inc Set Rnit& Hardwire lngItided [i 4-Way Riser Brace (plan view) Fig. 41 — Longitudinal "In-Line" Sway Brace Attachment Size Range: 2" (50mm) through 8" (200mm) IPS. Ilaterial: Steel Function: For bracing pipe against sway and seismic disturbance. O Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 2" (50mm) through 8' (200mm) pipe. For FM Approval information refer to page 47. Installation Instructions: Fig. 4L is the braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Longitudinal Brace Part Size I A C Max.Pipe D Bolt Size 13 (cULuc) 2015 (896) 247H Approx.) Wt./i 00 4L-2/2 21/2 (65) 6f16 (163.5) 21/2' (63.5) 2/4" (69.8) 1/2"13 2015 (8,96) 253 (114.7) 41-3 (80) 7" (177.8) 2/4' (69.8) 31/16 (778) 1/211..13 2015 (8.96) 268 (121.5) 414 (100) 81/2' (215.9) 3/8 (857) 311/16" (937) 1/2'13 2015 (8.96) 348 (157.8) 41-5 (125) 93/4" (247.6) 3/8' (98.4) 43/8' (111.1) 1/2".13 2015 (8.96) 380 (172.3) 4L-6 6 (150) 111/2 (2921) 5 (1270) 51/8 (1302) 1/2"-13 2015 (896) 640 (2903) 41-8 8" 1 (200) 1 131/4 (336.5) 1 55/' (142.8) 5/8" (142.9) 1/2"..13 1 2015 1 (8.96) 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. 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 13-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 innrn R-I ino