Loading...
HomeMy WebLinkAbout2426 TOWN GARDEN RD; BLDG 14; FPC2018-0272; Permit(City of PERJET REPORT Carlsbad Print Date: 09/27/2022 Permit No: FPC2018-0272 Job Address: 2426 TOWN GARDEN RD, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Applied: 08/08/2018 Valuation: $0.00 Lot #: Issued: 08/21/2018 Occupancy Group: Project #: Finaled Close Out: 04/14/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy Plan Check #: Project Title: Description: VIASAT BRESSI RANCH BUILDING 14 -PRE ACTION SYSTEM (4 DIFFERENT SYSTEMS / ROOMS) Applicant: FPContractor: SCHMIDT FIRE PROTECTION CO INC SCHMIDT FIRE PROTECTION CO INC-DO NOT JASON ALVA 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 Pre-Action System with Alarm $536.00 FIRE Pre-Action System with Alarm $536.00 FIRE Pre-Action System with Alarm $536.00 FIRE Pre-Action System with Alarm $536.00 Total Fees: $2,144.00 Total Payments To Date: $2,144.00 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 1 I www.carlsbadca.gov Ha2.o - o2-2- VIASAT BRESSI RANCH BUILDING 14 PRE-ACTION ROOMS HYDRAULIC CALCULATION SUBMITTAL 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: 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/Time of Test: - I Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 4,635 GPM Residual Pressure 101 PSI 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 request for fire 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: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ 1-' Title/Org(ixectManager Date: 04/02/2018 a 80 TOWN GARDEN RD 12" a Fire Flow Test Location H20154 / Ia! a 10! I II 8 _ Legend ) a w_Hydrant Pipe 77 ZONE -490 + - 550 N -700 a Viasat Building 14- Fire Flow Analysis I Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name : Viasat Building 14 Building Location System : IDF ROOM 2-086 Contract Data File : SFP-916 Viasat Bldg 14 L2 Pre Action IDF Room 2_086.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Building 14 Date 4-11-15 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 Location: Drawing no: Date: 7-18-18 Design Remote area number: IDF ROOM 2-086 Remote area location: Occupancy classification: ORDINARY HAZARD II Density: - .20 - Gpm/SqFt Area of application: ENTIRE ROOM - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 2 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 290.004 - GPM Type of system: PRE-ACTION Volume of dry or preaction system: 5 - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department @ 43.633 -Psi Name of contractor: Schmidt Fire Protection Co Address: 4760 Murphy Canyon Rd. I 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 Date 4-11-15 City Water Supply: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 14.834 C2 - Residual Pressure: 90.9 D2 - System Flow : 40.004 C2 - Residual Flow : 3850 D2 - System Pressure : 43.633 Hose (Demand ) : 250 D3 - System Demand : 290.004 Safety Margin : 52.622 150 140 130 p120 R 11 E 100 ____ ___ _____ _____ C2 S90 80 u 70 R6° E5° ) 40 30 20 Dt 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (NAI.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow piagram Schmidt Fire Protection Co. Viasat Building 14 20 DVI- A I I 20 20 1 DV2+- B 20 40 40 A - B - PTR+- VLV+- PBPe- PAl 40 40 3.2 3.2 3.2 3.2 MI _ LI _. L2 _ L3 _ L4 _ L5 - L6 f- M21 3.2 3.2 3.2 I 3.2 .! 3.3 3.3 3.3 M2 - L7 -. L8 -. L9 f- LIO- LII- M22 I 3.3 3.3 3.3 6.5 .!. 3.3 3.3 M3 - L12<- LI3- M23 I 3.3 I 9.8 .! 3.3 M4 - M24 I 13.9 13.2 J. 3.1 MS -. M25 I 16.3 .L3 M6 - M26 I I I 19. 19.3 J 3.21 M7 - M27 I 22. 22.4 .! 341 M8 +- M28 3.5 M9 - M29 1' I I 10.1 10.7 I 3.5.!. MIO- M30 I I I 7.21 7.2 I 3.6.!. MII<- M31 I 3.61 3.6 I 3.6.!. M12€- M32 3.2 9.8 16.3 22.4 14.2 7.2 6.5 1 132 19.3 25.8 10.7 3.6 I 331 3.1 3.2 9.81 I 16.3 19.3 25.8 M21- M22- M23- M24- M25.- PA2- M26- M27- M28- FM 6.5 13.2 16.3 22.4 3.6 10.7 40 40 40 290 M32- M3I- M30.- M29(- FM TR2- BRZ- FLG- DI - UG - BFI- BF2<- SRC 7.2 14.2 40 40 40 290 Computer Programs by Hydratec Inc. Revision: 50.52.1 Page 3 Date 4-11-15 Fittings Used Summary Schmidt Fire Protection Co. Page 4 Viasat Building 14 Date 4-11-15 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 21/2 3 3V2 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 Dvc Dry Vic 768NXT 3 9 8 17 21 22 50 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 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD Schmidt Fire Protection Co. Viasat Building 14 Page Date 5 4-11-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DV1 30.25 5.6 12.76 na 20.0 0.2 100 7.0 DV2 30.25 5.6 12.76 na 20.0 0.2 100 7.0 A 29.25 13.97 na B 29.25 13.97 na PTR 29.25 14.22 na VLV 20.17 18.61 na PBR 18.5 19.7 na Ml 28.58 16.49 na Li 28.33 16.74 na L2 28.33 16.74 na L3 28.33 16.75 na L4 28.33 16.76 na L5 28.33 16.76 na L6 28.33 16.77 na M2 28.67 16.45 na L7 28.58 16.62 na L8 28.58 16.63 na L9 28.58 16.63 na L10 28.58 16.64 na Lii 28.58 16.65 na M3 28.92 16.34 na L12 28.83 16.54 na L13 28.83 16.54 na M4 29.17 16.23 na M5 29.42 16.12 na M6 28.75 16.39 na M7 28.92 16.31 na M8 28.58 16.44 na M9 28.25 16.58 na MiO 28.25 16.58 na Mil 28.67 16.4 na M12 28.42 16.51 na PAl 28.33 16.54 na M21 28.33 16.93 na M22 28.58 16.82 na M23 28.83 16.72 na M24 29.0 16.64 na M25 29.08 16.61 na PA2 29.67 16.37 na M26 29.67 16.37 na M27 29.58 16.41 na M28 29.42 16.48 na M32 28.33 16.96 na M31 28.58 16.85 na M30 28.83 16.74 na M29 29.08 16.64 na FM 29.33 16.54 na TR2 13.0 23.89 na BR2 1.5 28.99 na FLG 0.5 29.43 na Dl -4.0 31.38 na UG -4.0 31.4 na BF1 -4.0 31.4 na 250.0 BF2 -4.0 43.56 na SRC -4.0 43.63 na The maximum velocity is 7.42 and it occurs in the pipe between nodes DV1 and A Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 6 Viasat Building 14 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 DVI 20.00 1.049 T 5.0 1.000 12.755 K Factor = 5.60 to 120.0 0.0 5.000 0.433 A 20.0 0.1302 0.0 6.000 0.781 Vel = 7.42 0.0 20.00 13.969 K Factor = 5.35 DV2 20.00 1.049 T 5.0 1.000 12.760 K Factor= 5.60 to 120.0 0.0 5.000 0.433 B 20.0 0.1302 0.0 6.000 0.781 Vel = 7.42 0.0 20.00 13.974 K Factor = 5.35 A 20.00 2.157 0.0 0.0 13.969 to 100.0 0.0 1.000 0.0 B 20.0 0.0050 0.0 1.000 0.005 Vel = 1.76 B 20.00 2.157 E 4.392 7.920 13.974 to 100.0 0.0 4.391 0.0 PTR 40.0 0.0197 0.0 12.311 0.242 Vel = 3.51 PTR 0.0 2.157 2E 8.783 9.580 14.216 to 100.0 B 5.27 14.053 3.933 VLV 40.0 0.0196 0.0 23.633 0.464 Vel = 3.51 VLV 0.0 2.157 E 6.153 1.670 18.613 to 120.0 B 7.384 24.613 0.723 PBR 40.0 0.0140 Dvc 11.076 26.283 0.369 Vel = 3.51 PBR 0.0 2.157 4E 24.613 41.170 19.705 to 120.0 T 12.307 36.920 -4.257 PAl 40.0 0.0140 0.0 78.090 1.094 Vel = 3.51 0.0 40.00 16.542 K Factor = 9.83 MI 3.18 1.442 7E 26.012 125.580 16.485 to 120.0 T 7.432 33.444 0.108 LI 3.18 0.0009 0.0 159.024 0.147 Vel = 0.62 LI 0.0 1.442 0.0 2.080 16.740 to 120.0 0.0 0.0 0.0 L2 3.18 0.0010 0.0 2.080 0.002 Vel = 0.62 L2 0.0 1.442 0.0 7.420 16.742 to 120.0 0.0 0.0 0.0 L3 3.18 0.0009 0.0 7.420 0.007 Vel = 0.62 L3 0.0 1.442 0.0 10.000 16.749 to 120.0 0.0 0.0 0.0 L4 3.18 0.0009 0.0 10.000 0.009 Vel = 0.62 L4 0.0 1.442 0.0 7.500 16.758 to 120.0 0.0 0.0 0.0 L5 3.18 0.0009 0.0 7.500 0.007 Vel = 0.62 L5 0.0 1.442 0.0 6.000 16.765 to 120.0 0.0 0.0 0.0 L6 3.18 0.0008 0.0 6.000 0.005 Vel = 0.62 L6 0.0 1.442 T 7.432 168.170 16.770 to 120.0 0.0 7.432 0.0 M21 3.18 0.0009 0.0 175.602 0.162 Vel = 0.62 Computer Programs by Hydratec Inc. Revision: 50.52.1 ,Final Qalculations - Hazen-Williams Schmidt Fire Protection Co. Page 7 Viasat Building 14 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 3.18 16.932 K Factor = 0.77 M2 3.33 1.442 T 7.432 119.080 16.446 to 120.0 4F 4.955 12.387 0.039 L7 3.33 0.0010 0.0 131.467 0.132 Vet = 0.65 L7 0.0 1.442 0.0 12.830 16.617 to 120.0 0.0 0.0 0.0 L8 3.33 0.0010 0.0 12.830 0.013 Vet = 0.65 L8 0.0 1.442 0.0 5.170 16.630 to 120.0 0.0 0.0 0.0 L9 3.33 0.0010 0.0 5.170 0.005 Vet = 0.65 L9 0.0 1.442 0.0 3.000 16.635 to 120.0 0.0 0.0 0.0 L10 3.33 0.0010 0.0 3.000 0.003 Vet = 0.65 L10 0.0 1.442 0.0 8.170 16.638 to 120.0 0.0 0.0 0.0 LII 3.33 0.0010 0.0 8.170 0.008 Vet = 0.65 Lii 0.0 1.442 1 7.432 170.500 16.646 to 120.0 0.0 7.432 0.0 M22 3.33 0.0010 0.0 177.932 0.178 Vet = 0.65 0.0 3.33 16.824 K Factor = 0.81 M3 3.30 1.442 T 7.432 145.500 16.337 to 120.0 2E 7.432 17.341 0.039 L12 3.3 0.0010 2F 2.477 162.841 0.161 Vet = 0.65 L12 0.0 1.442 0.0 1.500 16.537 to 120.0 0.0 0.0 0.0 L13 3.3 0.0007 0.0 1.500 0.001 Vet = 0.65 L13 0.0 1.442 T 7.432 170.920 16.538 to 120.0 2F 2.477 9.909 0.0 M23 3.3 0.0010 0.0 180.829 0.179 Vet = 0.65 0.0 3.30 16.717 K Factor = 0.81 M4 3.34 1.442 21 14.864 318.250 16.227 to 120.0 2E 7.432 22.296 0.074 M24 3.34 0.0010 0.0 340.546 0.343 Vet = 0.66 0.0 3.34 16.644 K Factor = 0.82 M5 3.12 1.442 9E 33.444 331.500 16.116 to 120.0 2F 2.477 58.217 0.147 M25 3.12 0.0009 31 22.296 389.717 0.348 Vet = 0.61 0.0 3.12 16.611 KFactor= 0.77 M6 2.98 1.442 18E 66.887 367.920 16.386 to 120.0 4T 29.728 96.615 -0.398 M26 2.98 0.0008 0.0 464.535 0.379 Vet = 0.59 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final ralculations - Hazen-Williams Schmidt Fire Protection Co. Page 8 Viasat Building 14 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 2.98 16.367 K Factor = 0.74 M7 3.17 1.442 15E 55.739 345.170 16.305 to 120.0 3T 22.296 80.512 -0.286 M27 3.17 0.0009 2F 2.477 425.682 0.389 Vet = 0.62 0.0 3.17 16.408 K Factor = 0.78 M8 3.38 1.442 6E 22.296 345.250 16.443 to 120.0 3T 22.296 44.592 -0.364 M28 3.38 0.0010 0.0 389.842 0.401 Vel = 0.66 0.0 3.38 16.480 K Factor = 0.83 M9 3.51 1.442 4E 14.864 341.830 16.578 to 120.0 3T 22.296 37.160 -0.359 M29 3.51 0.0011 0.0 378.990 0.419 Vet = 0.69 0.0 3.51 16.638 K Factor = 0.86 MIO 3.52 1.442 SE 18.58 342.000 16.578 to 120.0 2T 14.864 33.444 -0.251 M30 3.52 0.0011 0.0 375.444 0.418 Vet = 0.69 0.0 3.52 16.745 K Factor = 0.86 Mil 3.58 1.442 2E 7.432 335.250 16.399 to 120.0 2T 14.864 24.773 0.039 M31 3.58 0.0011 2F 2.477 360.023 0.414 Vet = 0.70 0.0 3.58 16.852 K Factor = 0.87 M12 3.58 1.442 2E 7.432 335.330 16.508 to 120.0 2T 14.864 24.773 0.039 M32 3.58 0.0011 2F 2.477 360.103 0.413 Vel = 0.70 0.0 3.58 16.960 K Factor = 0.87 Ml -3.18 3.26 0.0 2.580 16.485 to 120.0 0.0 0.0 -0.039 M2 -3.18 0.0 0.0 2.580 0.0 Vet = 0.12 M2 -3.33 3.26 0.0 12.500 16.446 to 120.0 0.0 0.0 -0.108 M3 -6.51 -0.0001 0.0 12.500 -0.001 Vet = 0.25 M3 -3.30 3.26 0.0 13.000 16.337 to 120.0 0.0 0.0 -0.108 M4 -9.81 -0.0002 0.0 13.000 -0.002 Vet = 0.38 M4 -3.35 3.26 0.0 9.420 16.227 to 120.0 0.0 0.0 -0.108 MS -13.16 -0.0003 0.0 9.420 -0.003 Vet = 0.51 M5 -3.12 3.26 3E 28.223 29.420 16.116 to 120.0 0.0 28.223 0.290 M6 -16.28 -0.0003 0.0 57.643 -0.020 Vet = 0.63 M6 -2.98 3.26 0.0 15.080 16.386 to 120.0 0.0 0.0 -0.074 M7 -19.26 -0.0005 0.0 15.080 -0.007 Vet = 0.74 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Qalculations - Hazen-Williams Schmidt Fire Protection Co. Page 9 Viasat Building 14 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 M7 -3.17 3.26 0.0 14.670 16.305 to 120.0 0.0 0.0 0.147 M8 -22.43 -0.0006 0.0 14.670 -0.009 Vel = 0.86 M8 -3.37 3.26 0.0 11.080 16.443 to 120.0 0.0 0.0 0.108 PAl -25.8 -0.0008 0.0 11.080 -0.009 Vel = 0.99 PAl 40.00 3.26 0.0 5.330 16.542 to 120.0 0.0 0.0 0.035 M9 14.2 0.0002 0.0 5.330 0.001 Vet = 0.55 M9 -3.51 3.26 0.0 1.250 16.578 to 120.0 0.0 0.0 0.0 M10 10.69 0.0 0.0 1.250 0.0 Vet = 0.41 M10 -3.53 3.26 2E 18.815 19.670 16.578 to 120.0 0.0 18.815 -0.182 Mil 7.16 0.0001 0.0 38.485 0.003 Vet = 0.28 Mu -3.58 3.26 0.0 11.000 16.399 to 120.0 0.0 0.0 0.108 M12 3.58 0.0001 0.0 11.000 0.001 Vet = 0.14 0.0 3.58 16.508 K Factor = 0.88 M21 3.18 3.26 0.0 11.920 16.932 to 120.0 0.0 0.0 -0.108 M22 3.18 0.0 0.0 11.920 0.0 Vet = 0.12 M22 3.33 3.26 0.0 11.500 16.824 to 120.0 0.0 0.0 -0.108 M23 6.51 0.0001 0.0 11.500 0.001 Vet = 0.25 M23 3.30 3.26 0.0 10.000 16.717 to 120.0 0.0 0.0 -0.074 M24 9.81 0.0001 0.0 10.000 0.001 Vet = 0.38 M24 3.35 3.26 0.0 3.920 16.644 to 120.0 0.0 0.0 -0.035 M25 13.16 0.0005 0.0 3.920 0.002 Vet = 0.51 M25 3.12 3.26 0.0 31.170 16.611 to 120.0 0.0 0.0 -0.256 PA2 16.28 0.0004 0.0 31.170 0.011 Vet = 0.63 PA2 0.0 3.26 0.0 1.670 16.366 to 120.0 0.0 0.0 0.0 M26 16.28 0.0006 0.0 1.670 0.001 Vet = 0.63 M26 2.98 3.26 0.0 4.170 16.367 to 120.0 0.0 0.0 0.039 M27 19.26 0.0005 0.0 4.170 0.002 Vet = 0.74 M27 3.17 3.26 0.0 5.250 16.408 to 120.0 0.0 0.0 0.069 M28 22.43 0.0006 0.0 5.250 0.003 Vel = 0.86 M28 3.37 3.26 T 20.159 3.170 16.480 to 120.0 0.0 20.159 0.039 FM 25.8 0.0009 0.0 23.329 0.020 Vet = 0.99 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 ,Final ralculations - Hazen-Williams Schmidt Fire Protection Co. Page 10 Viasat Building 14 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 25.80 16.539 K Factor = 6.34 M32 3.58 3.26 0.0 10.920 16.960 to 120.0 0.0 0.0 -0.108 M31 3.58 0.0 0.0 10.920 0.0 Vel = 0.14 M31 3.58 3.26 0.0 14.000 16.852 to 120.0 0.0 0.0 -0.108 M30 7.16 0.0001 0.0 14.000 0.001 Vel = 0.28 M30 3.53 3.26 0.0 12.000 16.745 to 120.0 0.0 0.0 -0.108 M29 10.69 0.0001 0.0 12.000 0.001 Vel = 0.41 M29 3.51 3.26 T 20.159 12.420 16.638 to 120.0 0.0 20.159 -0.108 FM 14.2 0.0003 0.0 32.579 0.009 Vel = 0.55 0.0 14.20 16.539 K Factor = 3.49 FM 40.00 3.26 6E 56.446 69.670 16.539 to 120.0 T 20.159 76.605 7.073 TR2 40.0 0.0019 0.0 146.275 0.274 Vel = 1.54 TR2 0.0 3.26 B 13.44 11.000 23.886 to 120.0 S 21.503 55.102 4.981 BR2 40.0 0.0019 T 20.159 66.102 0.123 Vel = 1.54 BR2 0.0 6.357 E 17.603 7.000 28.990 to 120.0 0.0 17.603 0.433 FLG 40.0 0.0001 0.0 24.603 0.002 Vel = 0.40 FLG 0.0 6.16 E 20.084 5.000 29.425 to 140.0 0.0 20.084 1.949 DI 40.0 0.0001 0.0 25.084 0.002 Vel = 0.43 DI 0.0 5.86 5E 89.466 156.500 31.376 to 150.0 G 3.834 134.199 0.0 UG 40.0 0.0001 S 40.899 290.699 0.021 Vel = 0.48 UG 0.0 7.68 2E 45.11 52.000 31.397 to 150.0 0.0 45.110 0.0 BF1 40.0 0.0 0.0 97.110 0.001 Vel = 0.28 BF1 250.00 8.27 3E 85.404 20.000 31.398 Qa = 250 to 140.0 Zim 0.0 85.404 12.102 *Fixed Loss 12.102 BF2 290.0 0.0006 0.0 105.404 0.062 Vel = 1.73 BF2 0.0 7.98 G 6.041 55.000 43.562 to 150.0 T 52.855 58.895 0.0 SRC 290.0 0.0006 0.0 113.895 0.071 Vel = 1.86 0.0 - 290.00 43.633 K Factor = 43.90 Computer Programs by Hydratec Inc. Revision: 50.52.1 :4. Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego, CA 92123 858-279-6122 Job Name Viasat Building 14 Building Location System : IDF ROOM 2-190 Contract Data File : SFP-916 Viasat Bldg 14 L2 Pre Action IDF Room 2_190.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Schmidt Fire Protection Co. Page 1 Viasat Building 14 Date 4-11-15 HYDRAULIC CALCULATIONS for Project name: Viasat Building 14 Location: Drawing no: Date: 7-18-18 Design Remote area number: IDF ROOM 2-190 Remote area location: Occupancy classification: ORDINARY HAZARD II Density: .20 - Gpm/SqFt Area of application: ENTIRE ROOM - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 2 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 290.029 -GPM Type of system: PRE-ACTION Volume of dry orpreaction system: 8 - Gal Water supply information Date: 4-2-18 Location: Hydrant Directly Adjacent To Site Source: Carlsbad Fire Department @ 44.581 -Psi 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 Date 4-11-15 City Water Supp!y: Demand: Cl - Static Pressure : 96.3 Dl - Elevation : 14.184 C2 - Residual Pressure: 90.9 D2 - System Flow : 40.029 C2 - Residual Flow : 3850 D2 - System Pressure : 44.581 Hose ( Demand) : 250 D3 - System Demand : 290.029 Safety Margin : 51.674 150 140 130 120 R11° 100 -- C2 _______ S90 S80 U70 R6° E5° D 40 30 20 nj 10 • - . 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 Flow Diagram Schmidt Fire Protection Co. Viasat Building 14 20 DV3-.- C I 20 20 1 DV4- D 20 40 40 C - D +- PTR- VLV- PBR2- PA2 40 40 0.6 0.6 0.6 0.6 MI -* LI - L2 -* L3 - L4 .- L5 - L6 - M21 1 0.6 0.6 0.6 I 0.6 I 0.6 0.6 0.6 M2 -, L7 -* L8 -, L9 - LIO- L11 -) M22 1 0.6 0.6 0.6 I 1.2 I 0.6 0.6 M3 -* LI2- L 1- M23 1 0.6 I 1.8 I 0.6 M4 -* M24 1' I 2.41 2.4 I 0.6.1. M5 - M25 I 3 I 0.5 M6 -* M26 I 3.51 36.6 I 0.41 M7 - M27 i r I 3.81 36.2 I 0.11 M8 -. M28 0.9 M9 -. M29 I 2.81 2.8 I 0.9.1. M10- M30 I 1.9! 1.9 I 0.9.1. MII- M31 I 0.91 0.9 I 0.9.1. MM- M32 0.6 1.8 3 3.8 3.8 1.9 1.2 I 2.41 3.5 3.8 2.8 0.9 I 0.61 0.6 0.6 1.8.1. 1. 3 36.6 36.3 M2I- M22-, M23-* M24-, M25-* PA2<-. M26E-. M27<-. M28-. FM 1.2 2.4 37 36.2 0.9 2.8 40 40 40 290 M32- M31(- M30- M29- FM - TR2- BR2(- FLG- DI - UG - BFI- BF2- SRC 1.9 3.8 40 40 40 290 Computer Programs by Hydratec Inc. Revision: 50.52.1 Page 3 Date 4-11-15 Fittings Used Summary Schmidt Fire Protection Co. Page 4 Viasat Building 14 Date 4-11-15 Fitting Legend Abbrev. Name % ~ 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768NXT 3 9 8 17 21 22 50 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 T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 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 Schmidt Fire Protection Co. Page 5 Viasat Building 14 Date 4-11-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 0.2 100 7.0 0.2 100 7.0 DV3 28.75 5.6 12.76 na 20.0 DV4 28.75 5.6 12.79 na 20.03 C 28.75 15.22 na D 28.75 15.26 na PTR2 28.75 15.64 na VLV 20.17 19.78 na PBR2 18.5 20.61 na Ml 28.58 17.77 na Li 28.33 17.87 na L2 28.33 17.87 na L3 28.33 17.87 na L4 28.33 17.87 na L5 28.33 17.87 na L6 28.33 17.87 na M2 28.67 17.73 na L7 28.58 17.77 na L8 28.58 17.77 na L9 28.58 17.77 na L10 28.58 17.77 na Lii 28.58 17.77 na M3 28.92 17.63 na L12 28.83 17.66 na L13 28.83 17.66 na M4 29.17 17.52 na M5 29.42 17.41 na M6 28.75 17.7 na M7 28.92 17.63 na M8 28.58 17.77 na M9 28.25 17.92 na MiO 28.25 17.92 na Mil 28.67 17.74 na M12 28.42 17.84 na PAl 28.33 17.88 na M21 28.33 17.87 na M22 28.58 17.76 na M23 28.83 17.65 na M24 29.0 17.58 na M25 29.08 17.54 na PA2 29.67 17.29 na M26 29.67 17.29 na M27 29.58 17.33 na M28 29.42 17.41 na M32 28.33 17.92 na M31 28.58 17.81 na M30 28.83 17.7 na M29 29.08 17.59 na FM 29.33 17.49 na TR2 13.0 24.83 na BR2 1.5 29.94 na FLG 0.5 30.37 na Dl -4.0 32.32 na UG -4.0 32.34 na BF1 -4.0 32.35 na 250.0 BF2 -4.0 44.51 na SRC -4.0 44.58 na The maximum velocity is 7.44 and it occurs in the pipe between nodes DV4 and D Computer Programs by Hydratec Inc. Revision: 50.52.1 ,Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 6 Viasat Building 14 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 DV3 20.00 1.049 E 1.427 8.500 12.755 K Factor= 5.60 to 100.0 T 3.568 4.995 0.0 C 20.0 0.1824 0.0 13.495 2.461 Vel = 7.42 0.0 20.00 15.216 KFactor= 5.13 DV4 20.03 1.049 E 1.427 8.500 12.792 K Factor = 5.60 to 100.0 T 3.568 4.995 0.0 D 20.03 0.1828 0.0 13.495 2.467 Vel = 7.44 0.0 20.03 15.259 K Factor = 5.13 C 20.00 2.157 0.0 8.000 15.216 to 100.0 0.0 0.0 0.0 D 20.0 0.0054 0.0 8.000 0.043 Vel = 1.76 D 20.03 2.157 E 4.392 14.750 15.259 to 100.0 0.0 4.391 0.0 PTR2 40.03 0.0197 0.0 19.141 0.377 Vel = 3.51 PTR2 0.0 2.157 B 5.27 8.580 15.636 to 100.0 Dvc 7.905 13.175 3.716 VLV 40.03 0.0197 0.0 21.755 0.428 Vel = 3.51 VLV 0.0 2.157 E 6.153 1.670 19.780 to 120.0 0.0 6.153 0.723 PBR2 40.03 0.0139 0.0 7.823 0.109 Vel = 3.51 PBR2 0.0 2.157 5E 30.767 52.250 20.612 to 120.0 2T 24.613 55.380 -4.838 PA2 40.03 0.0140 0.0 107.630 1.511 Vel = 3.51 0.0 40.03 17.285 K Factor = 9.63 Mi -0.58 1.442 7E 26.012 125.580 17.773 to 120.0 T 7.432 33.444 0.108 Li -0.58 0.0 0.0 159.024 -0.006 Vel = 0.11 Li 0.0 1.442 0.0 2.080 17.875 to 120.0 0.0 0.0 0.0 L2 -0.58 -0.0005 0.0 2.080 -0.001 Vel = 0.11 L2 0.0 1.442 0.0 7.420 17.874 to 120.0 0.0 0.0 0.0 L3 -0.58 0.0 0.0 7.420 0.0 Vel = 0.11 L3 0.0 1.442 0.0 10.000 17.874 to 120.0 0.0 0.0 0.0 L4 -0.58 0.0 0.0 10.000 0.0 Vel = 0.11 L4 0.0 1.442 0.0 7.500 17.874 to 120.0 0.0 0.0 0.0 L5 -0.58 0.0 0.0 7.500 0.0 Vel = 0.11 L5 0.0 1.442 0.0 6.000 17.874 to 120.0 0.0 0.0 0.0 L6 -0.58 -0.0002 0.0 6.000 -0.001 Vel = 0.11 L6 0.0 1.442 T 7.432 168.170 17.873 to 120.0 0.0 7.432 0.0 M21 -0.58 0.0 0.0 175.602 -0.007 Vel = 0.11 Computer Programs by Hydratec Inc. Revision: 50.52.1 'Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 7 Viasat Building 14 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 -0.58 17.866 K Factor = -0.14 M2 -0.61 1.442 T 7.432 119.080 17.734 to 120.0 4F 4.955 12.387 0.039 L7 -0.61 0.0 0.0 131.467 -0.006 Vel = 0.12 L7 0.0 1.442 0.0 12.830 17.767 to 120.0 0.0 0.0 0.0 L8 -0.61 -0.0001 0.0 12.830 -0.001 Vel = 0.12 L8 0.0 1.442 0.0 5.170 17.766 to 120.0 0.0 0.0 0.0 L9 -0.61 0.0 0.0 5.170 0.0 Vel = 0.12 L9 0.0 1.442 0.0 3.000 17.766 to 120.0 0.0 0.0 0.0 LIO -0.61 0.0 0.0 3.000 0.0 Vel = 0.12 L10 0.0 1.442 0.0 8.170 17.766 to 120.0 0.0 0.0 0.0 Lii -0.61 0.0 0.0 8.170 0.0 Vel = 0.12 Lii 0.0 1.442 T 7.432 170.500 17.766 to 120.0 0.0 7.432 0.0 M22 -0.61 0.0 0.0 177.932 -0.008 Vel = 0.12 0.0 -0.61 17.758 K Factor = -0.14 M3 -0.60 1.442 T 7.432 145.500 17.626 to 120.0 2E 7.432 17.341 0.039 L12 -0.6 0.0 2F 2.477 162.841 -0.007 Vel = 0.12 L12 0.0 1.442 0.0 1.500 17.658 to 120.0 0.0 0.0 0.0 L13 -0.6 -0.0007 0.0 1.500 -0.001 Vel = 0.12 L13 0.0 1.442 T 7.432 170.920 17.657 to 120.0 2F 2.477 9.909 0.0 M23 -0.6 0.0 0.0 180.829 -0.007 Vel = 0.12 0.0 -0.60 17.650 K Factor = -0.14 M4 -0.61 1.442 2T 14.864 318.250 17.517 to 120.0 2E 7.432 22.296 0.074 M24 -0.61 0.0 0.0 340.546 -0.015 Vel = 0.12 0.0 -0.61 17.576 K Factor = -0.15 M5 -0.57 1.442 9E 33.444 331.500 17.409 to 120.0 2F 2.477 58.217 0.147 M25 -0.57 0.0 3T 22.296 389.717 -0.015 Vel = 0.11 0.0 -0.57 17.541 K Factor = -0.i4 M6 -0.49 1.442 18E 66.887 367.920 17.700 to 120.0 4T 29.728 96.615 -0.398 M26 -0.49 0.0 0.0 464.535 -0.014 Vel = 0.10 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 8 Viasat Building 14 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 -0.49 17.288 K Factor = -0.12 M7 -0.37 1.442 15E 55.739 345.170 17.627 to 120.0 3T 22.296 80.512 -0.286 M27 -0.37 0.0 2F 2.477 425.682 -0.007 Vel = 0.07 0.0 -0.37 17.334 K Factor= -0.09 M8 0.09 1.442 6E 22.296 345.250 17.774 to 120.0 3T 22.296 44.592 -0.364 M28 0.09 0.0 0.0 389.842 0.001 Vel = 0.02 0.0 0.09 17.411 K Factor= 0.02 M9 0.93 1.442 4E 14.864 341.830 17.918 to 120.0 31 22.296 37.160 -0.359 M29 0.93 0.0001 0.0 378.990 0.035 Vel = 0.18 0.0 0.93 17.594 K Factor = 0.22 M10 0.93 1.442 5E 18.58 342.000 17.918 to 120.0 2T 14.864 33.444 -0.251 M30 0.93 0.0001 0.0 375.444 0.035 Vel = 0.18 0.0 0.93 17.702 K Factor = 0.22 Mil 0.95 1.442 2E 7.432 335.250 17.736 to 120.0 21 14.864 24.773 0.039 M31 0.95 0.0001 2F 2.477 360.023 0.035 Vel = 0.19 0.0 0.95 17.810 K Factor= 0.23 M12 0.95 1.442 2E 7.432 335.330 17.844 to 120.0 21 14.864 24.773 0.039 M32 0.95 0.0001 2F 2.477 360.103 0.036 Vel = 0.19 0.0 0.95 17.919 K Factor= 0.22 Ml 0.58 3.26 0.0 2.580 17.773 to 120.0 0.0 0.0 -0.039 M2 0.58 0.0 0.0 2.580 0.0 Vel = 0.02 M2 0.61 3.26 0.0 12.500 17.734 to 120.0 0.0 0.0 -0.108 M3 1.19 0.0 0.0 12.500 0.0 Vel = 0.05 M3 0.61 3.26 0.0 13.000 17.626 to 120.0 0.0 0.0 -0.108 M4 1.8 -0.0001 0.0 13.000 -0.001 Vel = 0.07 M4 0.61 3.26 0.0 9.420 17.517 to 120.0 0.0 0.0 -0.108 MS 2.41 0.0 0.0 9.420 0.0 Vel = 0.09 MS 0.57 3.26 3E 28.223 29.420 17.409 to 120.0 0.0 28.223 0.290 M6 2.98 0.0 0.0 57.643 0.001 Vel = 0.11 M6 0.49 3.26 0.0 15.080 17.700 to 120.0 0.0 0.0 -0.074 M7 3.47 0.0001 0.0 15.080 0.001 Vel = 0.13 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 9 Viasat Building 14 Date 4-11-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C., or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn M7 0.37 3.26 0.0 14.670 17.627 to 120.0 0.0 0.0 0.147 M8 3.84 0.0 0.0 14.670 0.0 Vet = 0.15 M8 -0.08 3.26 0.0 11.080 17.774 to 120.0 0.0 0.0 0.108 PAl 3.76 0.0001 0.0 11.080 0.001 Vet = 0.14 PAl 0.0 3.26 0.0 5.330 17.883 to 120.0 0.0 0.0 0.035 M9 3.76 0.0 0.0 5.330 0.0 Vet = 0.14 M9 -0.93 3.26 0.0 1.250 17.918 to 120.0 0.0 0.0 0.0 MIO 2.83 0.0 0.0 1.250 0.0 Vet = 0.11 MIO -0.94 3.26 2E 18.815 19.670 17.918 to 120.0 0.0 18.815 -0.182 Mil 1.89 0.0 0.0 38.485 0.0 Vet = 0.07 Mu -0.94 3.26 0.0 11.000 17.736 to 120.0 0.0 0.0 0.108 M12 0.95 0.0 0.0 11.000 0.0 Vet = 0.04 0.0 0.95 17.844 K Factor = 0.22 M21 -0.58 3.26 0.0 11.920 17.866 to 120.0 0.0 0.0 -0.108 M22 -0.58 0.0 0.0 11.920 0.0 Vet = 0.02 M22 -0.61 3.26 0.0 11.500 17.758 to 120.0 0.0 0.0 -0.108 M23 -1.19 0.0 0.0 11.500 0.0 Vet = 0.05 M23 -0.61 3.26 0.0 10.000 17.650 to 120.0 0.0 0.0 -0.074 M24 -1.8 0.0 0.0 10.000 0.0 Vet = 0.07 M24 -0.61 3.26 0.0 3.920 17.576 to 120.0 0.0 0.0 -0.035 M25 -2.41 0.0 0.0 3.920 0.0 Vet = 0.09 M25 -0.57 3.26 0.0 31.170 17.541 to 120.0 0.0 0.0 -0.256 PA2 -2.98 0.0 0.0 31.170 0.0 Vet = 0.11 PA2 40.03 3.26 0.0 1.670 17.285 to 120.0 0.0 0.0 0.0 M26 37.05 0.0018 0.0 1.670 0.003 Vet = 1.42 M26 -0.50 3.26 0.0 4.170 17.288 to 120.0 0.0 0.0 0.039 M27 36.55 0.0017 0.0 4.170 0.007 Vet = 1.40 M27 -0.37 3.26 0.0 5.250 17.334 to 120.0 0.0 0.0 0.069 M28 36.18 0.0015 0.0 5.250 0.008 Vet = 1.39 M28 0.09 3.26 T 20.159 3.170 17.411 to 120.0 0.0 20.159 0.039 FM 36.27 0.0016 0.0 23.329 0.037 Vet = 1.39 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 :Final Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 10 Viasat Building 14 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 36.27 17.487 K Factor = 8.67 M32 0.95 3.26 0.0 10.920 17.919 to 120.0 0.0 0.0 -0.108 M31 0.95 -0.0001 0.0 10.920 -0.001 Vel = 0.04 M31 0.94 3.26 0.0 14.000 17.810 to 120.0 0.0 0.0 -0.108 M30 1.89 0.0 0.0 14.000 0.0 Vel = 0.07 M30 0.94 3.26 0.0 12.000 17.702 to 120.0 0.0 0.0 -0.108 M29 2.83 0.0 0.0 12.000 0.0 Vel = 0.11 M29 0.93 3.26 T 20.159 12.420 17.594 to 120.0 0.0 20.159 -0.108 FM 3.76 0.0 0.0 32.579 0.001 Vel = 0.14 0.0 3.76 17.487 K Factor = 0.90 FM 40.03 3.26 6E 56.446 69.670 17.487 to 120.0 T 20.159 76.605 7.073 TR2 40.03 0.0019 0.0 146.275 0.274 Vel = 1.54 TR2 0.0 3.26 B 13.44 11.000 24.834 to 120.0 S 21.503 55.102 4.981 BR2 40.03 0.0019 T 20.159 66.102 0.124 Vel = 1.54 BR2 0.0 6.357 E 17.603 7.000 29.939 to 120.0 0.0 17.603 0.433 FLG 40.03 0.0001 0.0 24.603 0.002 Vel = 0.40 FLG 0.0 6.16 E 20.084 5.000 30.374 to 140.0 0.0 20.084 1.949 DI 40.03 0.0 0.0 25.084 0.001 Vel = 0.43 Dl 0.0 5.86 5E 89.466 156.500 32.324 to 150.0 G 3.834 134.199 0.0 UG 40.03 0.0001 S 40.899 290.699 0.021 Vel = 0.48 UG 0.0 7.68 2E 45.11 52.000 32.345 to 150.0 0.0 45.110 0.0 BFI 40.03 0.0 0.0 97.110 0.002 Vel = 0.28 BF1 250.00 8.27 3E 85.404 20.000 32.347 Qa = 250 to 140.0 Zim 0.0 85.404 12.102 * Fixed Loss = 12.102 BF2 290.03 0.0006 0.0 105.404 0.062 Vel = 1.73 BF2 0.0 7.98 G 6.041 55.000 44.511 to 150.0 T 52.855 58.895 0.0 SRC 290.03 0.0006 0.0 113.895 0.070 Vel = 1.86 0.0 290.03 44.581 K Factor = 43.44 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 Bldg 14 Building Location : 2426 Town Garden Rd. System : IDF ROOM 1-081 Contract : SFP-916 Data File : SFP-916 Viasat Bldg 14 LI Pre Action IDF Room 1-081.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: 7-18-18 Design Remote area number: I DF ROOM 1-081 Remote area location: Occupancy classification: Ordinary Hazard II Density: .2 - GpmlSqFt Area of application: ENTIRE ROOM - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: 5.6k QR-SSU 1550 No. of sprinklers calculated: 2 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 291.113 - GPM @ 40.807 -Psi Type of system: PRE-ACTION Volume of dry or preaction system: 10 - 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 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 : 8.121 C2 - Residual Pressure: 90.9 D2 - System Flow :41.113 C2 - Residual Flow : 4635 D2 - System Pressure : 40.806 Hose ( Demand) : 250 D3 - System Demand :291.113 Safety Margin : 57.250 150 140 [- - 130 - 120 R 11° Cl E 10 : ____ _____ _______ C2 -- s 90 s 80 U70 R6° E50 D2 -- 40 D 30 20 • Dl — ...I I I I 10 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 piagram Schmidt Fire Protection Co. Page 3 Viasat Bldg 14 Date 3-28-18 20 41.1 41.1 41.1 41.1 291.1 DV3€- DV4- PM- PTR4- VLV(- PBR- FLGE- DI €- (JO - BFI(- 8F2€- SRC 41.1 41.1 41.1 41.1 291.1 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. Page 4 Viasat Bldg 14 Date 3-28-18 Fitting Legend Abbrev. Name % 1 11/4 11/2 - 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768NXT 3 9 8 17 21 22 50 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 139O' 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 Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Press.re / Flow Summary - STANDARD Schmidt Fire Protection Co. Page 5 Viasat Bldg 14 Date 3-28-18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DV3 14.75 5.6 12.76 na 20.0 0.2 100 7.0 DV4 14.75 5.6 14.21 na 21.11 0.2 100 7.0 PFM 14.17 18.74 na PTR 14.17 20.02 na VLV 4.5 24.53 na PBR 1.5 26.16 na FLG 0.5 26.6 na Dl -4.0 28.55 na UG -4.0 28.57 na BFI -4.0 28.57 na 250.0 BF2 -4.0 40.74 na SRC -4.0 40.81 na The maximum velocity is 15.26 and it occurs in the pipe between nodes DV4 and PFM Computer Programs by Hydratec Inc. Revision: 50.52.1 ,Final calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 6 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 DV3 20.00 1.049 0.0 8.000 12.755 K Factor= 5.60 to 100.0 0.0 0.0 0.0 DV4 20.0 0.1824 0.0 8.000 1.459 Vel = 7.42 DV4 21.11 1.049 2E 2.855 3.330 14.214 K Factor =5.60 to 100.0 0.0 2.855 0.251 PFM 41.11 0.6915 0.0 6.185 4.277 Vel= 15.26 PFM 0.0 2.067 2E 7.137 43.170 18.742 to 100.0 0.0 7.137 0.0 PTR 41.11 0.0254 0.0 50.307 1.279 Vel = 3.93 PTR 0.0 2.067 B 4.282 8.500 20.021 to 100.0 0.0 4.282 4.188 VLV 41.11 0.0254 0.0 12.782 0.325 Vel = 3.93 VLV 0.0 2.067 B 6.0 3.000 24.534 to 120.0 Dvc 9.0 15.000 1.299 PBR 41.11 0.0182 0.0 18.000 0.327 Vel = 3.93 PBR 0.0 6.357 3E 52.808 11.080 26.160 to 120.0 0.0 52.808 0.433 FLG 41.11 0.0001 0.0 63.888 0.005 Vel = 0.42 FLG 0.0 6.16 E 20.084 5.000 26.598 to 140.0 0.0 20.084 1.949 Dl 41.11 0.0001 0.0 25.084 0.002 Vel = 0.44 Dl 0.0 5.86 5E 89.466 156.500 28.549 to 150.0 G 3.834 134.199 0.0 UG 41.11 0.0001 S 40.899 290.699 0.022 Vel = 0.49 UG 0.0 7.68 2E 45.11 52.000 28.571 to 150.0 0.0 45.110 0.0 BF1 41.11 0.0 0.0 97.110 0.002 Vel = 0.28 BFI 250.00 8.27 3E 85.404 20.000 28.573 Qa = 250 to 140.0 Zim 0.0 85.404 12.100 * Fixed Loss = 12.1 BF2 291.11 0.0006 0.0 105.404 0.063 Vel = 1.74 BF2 0.0 7.98 G 6.041 55.000 40.736 to 150.0 T 52.855 58.895 0.0 SRC 291.11 0.0006 0.0 113.895 0.070 Vel = 1.87 0.0 291.11 40.806 KFactor= 45.57 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 Bldg 14 Building Location : 2426 Town Garden Rd. System MDF ROOM 1-038 Contract : SFP-916 Data File : SFP-916 Viasat Bldg 14 LI Pre Action MDF Room 1-038.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: 7-18-18 Design Remote area number: MDF ROOM 1-038 Remote area location: Occupancy classification: Ordinary Hazard II Density: .2 - Gpm/SqFt Area of application: ENTIRE ROOM - SqFt Coverage per sprinkler: 120 - SqFt Type of sprinklers calculated: 5.6k QR-SSU 1550 No. of sprinklers calculated: 2 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 298.017 -GPM @ 48.901 -Psi Type of system: PRE-ACTION Volume of dry orpreaction system: 4 - 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 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 : 8.155 C2 - Residual Pressure: 90.9 D2 - System Flow : 48.017 C2 - Residual Flow : 4635 D2 - System Pressure : 48.900 Hose ( Demand) : 250 D3 - System Demand : 298.017 Safety Margin : 49.155 150 140 130 p120 R° - Cl E10° C2 -- -- 590 80 u 70 R6° D2 E5° ' 40 30 20 Dl —.I.I.I.I.I.I 10 .. ... I ... . I.... 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N"1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 1Flow çagram Schmidt Fire Protection Co. Viasat Bldg 14 24 DM.- 1 24 DV2.- 2 1' I 24 24 1 I 3 24 48 48 16.3 14.7 11.7 8.8 3.2 2 3 4-PTR4-VLV4-PBP*-PFM--204--FM1--8 *-9 48 48 48 16.3 13.2 10.3 7.3 3.1 7.8 10.8 13.5 14.7 16 34+-35 *-36 *-37 4-38 -39 40 4-41 -LD-42 -FM3-FM 6.3 9.3 12.1 14.7 16 31.7 33.3 36.3 39.2 41.7 38.7 35.9 33.3 204 FM2<- 18 #-. 19 <- 20 21 - 22 - 23 -. 24 -. 26 +- 27 28 -. 29 - 30 - 31 -. 32 +-. FM4 31.7 34.8 37.7 40.7 40.2 37.2 34.6 32.1 1.6 18 - 8 1' 1' I 33. 14.7 I 1.51 19 -, 9 i' t I 34.0 13.2 I 1.51 20 - 10 i I 36. 11.7 1.41 21 -, 11 i' T I 37.y 10.3 I 1.5! 22 - 12 1' I 39. 8.8 I 1.51 23 - 13 I 40.7 Ii 24 -, 14T-, 14 I 1 4.1 I I 3.1 .L 3.11 14T€- 34 1' I 3.1 3.2! 15 35 I 6.3 1.61 26 €- 36 T I 40. 7.8 I 1.51 27 37 T i' I 38j 9.3 I 1.41 28 - 38 T I 371 10.8 I 1.41 29 - 39 1' '1' I 35.9 12.1 I 1.31 30 - 40 1 I 34.0 13.5 I 1.31 31 -. 41 I I 33.3 Computer Programs by Hydratec Inc. Revision: 50.52.1 Page 3 Date 3-28-18 1Flow Piagram Schmidt Fire Protection Co. Viasat Bldg 14 Page 4 Date 3-28-18 I 1.2 32 <- 42 I I 32.1 I 32.1 48 48 FM4- FM *- TR +- BR - FLG<- DI 48 48 48 298 - UG <- BFI+- BF2- SRC 48 298 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Schmidt Fire Protection Co. Page 5 Viasat Bldg 14 Date 3-28-18 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 139O 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 Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Prsssjire / Flow Summary - STANDARD Schmidt Fire Protection Co. Page 6 Viasat Bldg 14 Date 3-28-18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DV1 14.83 5.6 18.37 na 24.0 0.2 120 7.0 DV2 14.83 5.6 18.39 na 24.02 0.2 120 7.0 1 13.75 21.5 na 2 13.75 21.52 na 3 13.75 21.62 na PTR 13.75 21.8 na VLV 3.67 26.65 na PBR 2.0 27.89 na PFM 13.58 24.34 na 204 13.58 28.99 na FM1 13.58 28.99 na 8 13.58 28.99 na 9 13.58 28.99 na 10 13.58 28.99 na 11 13.58 28.99 na 12 13.58 28.99 na 13 13.58 28.99 na 14 13.58 28.99 na 34 13.58 29.01 na 35 13.58 29.01 na 36 13.58 29.01 na 37 13.58 29.01 na 38 13.58 29.01 na 39 13.58 29.01 na 40 13.58 29.01 na 41 13.58 29.01 na LD 13.58 29.01 na 42 13.58 29.01 na FM3 13.58 29.01 na FM2 13.58 28.99 na 18 13.58 29.0 na 19 13.58 29.0 na 20 13.58 29.0 na 21 13.58 29.0 na 22 13.58 29.0 na 23 13.58 29.0 na 24 13.58 29.0 na 26 13.58 29.0 na 27 13.58 29.0 na 28 13.58 29.0 na 29 13.58 29.0 na 30 13.58 29.0 na 31 13.58 29.0 na 32 13.58 29.0 na 14T 15.5 28.17 na 15 13.58 28.99 na FM4 13.58 29.01 na FM 13.58 29.01 na TR 13.58 29.01 na BR 1.5 34.25 na FLG 0.5 34.69 na Dl -4.0 36.64 na UG -4.0 36.67 na BF1 -4.0 36.67 na 250.0 BF2 -4.0 48.83 na SRC -4.0 48.9 na The maximum velocity is 8.92 and it occurs in the pipe between nodes DV2 and 2 Computer Programs by Hydratec Inc. Revision: 50.52.1 .Final Calculations - Hazen-Williams - 2007 Schmidt Fire Protection Co. Page 7 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 DVI 24.00 1.049 E 1.427 5.420 18.367 K Factor = 5.60 to 100.0 T 3.568 4.995 0.468 1 24.0 0.2555 0.0 10.415 2.661 Vel = 8.91 0.0 24.00 21.496 KFactor= 5.18 DV2 24.02 1.049 E 1.427 5.420 18.393 K Factor = 5.60 to 100.0 T 3.568 4.995 0.468 2 24.02 0.2558 0.0 10.415 2.664 Vel = 8.92 0.0 24.02 21.525 KFactor= 5.18 1 24.00 2.067 T 7.137 5.670 21.496 to 100.0 0.0 7.137 0.0 3 24.0 0.0094 0.0 12.807 0.120 Vel = 2.29 0.0 24.00 21.616 K Factor= 5.16 2 24.02 2.067 T 7.137 2.580 21.525 to 100.0 0.0 7.137 0.0 3 24.02 0.0094 0.0 9.717 0.091 Vel = 2.30 3 24.00 2.067 E 3.568 1.750 21.616 to 100.0 0.0 3.568 0.0 PTR 48.02 0.0338 0.0 5.318 0.180 Vel = 4.59 PTR 0.0 2.067 B 4.282 10.080 21.796 to 100.0 0.0 4.282 4.366 VLV 48.02 0.0339 0.0 14.362 0.487 Vel = 4.59 VLV 0.0 2.157 B 7.384 1.670 26.649 to 120.0 E 6.153 24.613 0.723 PBR 48.02 0.0196 Dvc 11.076 26.283 0.516 Vel = 4.22 PBR 0.0 2.157 SE 30.767 31.750 27.888 to 120.0 1 12.307 43.074 -5.015 PFM 48.02 0.0197 0.0 74.824 1.471 Vel = 4.22 PFM 0.0 2.157 9E 55.38 168.750 24.344 to 120.0 T 12.307 67.687 0.0 204 48.02 0.0197 0.0 236.437 4.646 Vel = 4.22 204 -31.75 6.357 T 37.72 9.580 28.990 to 120.0 0.0 37.720 0.0 FMI 16.27 0.0 0.0 47.300 0.0 Vel = 0.16 FM1 0.0 4.26 0.0 19.080 28.990 to 120.0 0.0 0.0 0.0 8 16.27 0.0001 0.0 19.080 0.002 Vel = 0.37 8 -1.56 4.26 0.0 8.670 28.992 to 120.0 0.0 0.0 0.0 9 14.71 0.0001 0.0 8.670 0.001 Vel = 0.33 9 -1.52 4.26 0.0 7.170 28.993 to 120.0 0.0 0.0 0.0 10 13.19 0.0 0.0 7.170 0.0 Vel = 0.30 10 -1.48 4.26 0.0 9.000 28.993 to 120.0 0.0 0.0 0.0 11 11.71 0.0001 0.0 9.000 0.001 VeI= 0.26 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fir1.l Calculations - Hazen-Williams Schmidt Fire Protection Co. Page 8 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 11 -1.40 4.26 0.0 6.250 28.994 to 120.0 0.0 0.0 0.0 12 10.31 0.0 0.0 6.250 0.0 Vel = 0.23 12 -1.51 4.26 0.0 7.920 28.994 to 120.0 0.0 0.0 0.0 13 8.8 0.0 0.0 7.920 0.0 Vel = 0.20 13 -1.48 4.26 0.0 7.830 28.994 to 120.0 0.0 0.0 0.0 14 7.32 0.0 0.0 7.830 0.0 Vel = 0.16 14 -4.10 4.26 0.0 8.750 28.994 to 120.0 0.0 0.0 0.0 15 3.22 0.0 0.0 8.750 0.0 Vel = 0.07 0.0 3.22 28.994 K Factor = 0.60 34 3.07 6.357 0.0 13.330 29.009 to 120.0 0.0 0.0 0.0 35 3.07 0.0 0.0 13.330 0.0 Vel = 0.03 35 3.22 6.357 0.0 5.750 29.009 to 120.0 0.0 0.0 0.0 36 6.29 0.0 0.0 5.750 0.0 Vel = 0.06 36 1.56 6.357 0.0 8.420 29.009 to 120.0 0.0 0.0 0.0 37 7.85 0.0 0.0 8.420 0.0 Vel = 0.08 37 1.49 6.357 0.0 8.580 29.009 to 120.0 0.0 0.0 0.0 38 9.34 0.0 0.0 8.580 0.0 Vel = 0.09 38 1.43 6.357 0.0 8.580 29.009 to 120.0 0.0 0.0 0.0 39 10.77 0.0 0.0 8.580 0.0 Vel = 0.11 39 1.36 6.357 0.0 7.170 29.009 to 120.0 0.0 0.0 0.0 40 12.13 0.0 0.0 7.170 0.0 Vel = 0.12 40 1.32 6.357 0.0 6.750 29.009 to 120.0 0.0 0.0 0.0 41 13.45 0.0 0.0 6.750 0.0 Vel = 0.14 41 1.27 6.357 0.0 0.920 29.009 to 120.0 0.0 0.0 0.0 LD 14.72 0.0 0.0 0.920 0.0 Vel = 0.15 LD 0.0 6.357 0.0 7.170 29.009 to 120.0 0.0 0.0 0.0 42 14.72 0.0 0.0 7.170 0.0 Vel = 0.15 42 1.23 6.357 T 37.72 18.500 29.009 to 120.0 0.0 37.720 0.0 FM3 15.95 0.0 0.0 56.220 0.001 Vel = 0.16 FM3 0.0 6.357 T 37.72 65.330 29.010 to 120.0 0.0 37.720 0.0 FM 15.95 0.0 0.0 103.050 0.001 Vel = 0.16 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 4-9n.4I 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 15.95 29.011 K Factor = 2.96 204 31.75 6.357 T 37.72 59.000 28.990 to 120.0 0.0 37.720 0.0 FM2 31.75 0.0 0.0 96.720 0.004 Vel = 0.32 FM2 0.0 6.357 T 37.72 19.080 28.994 to 120.0 0.0 37.720 0.0 18 31.75 0.0001 0.0 56.800 0.003 Vel = 0.32 18 1.56 6.357 0.0 8.170 28.997 to 120.0 0.0 0.0 0.0 19 33.31 0.0 0.0 8.170 0.0 Vel = 0.34 19 1.51 6.357 0.0 8.670 28.997 to 120.0 0.0 0.0 0.0 20 34.82 0.0001 0.0 8.670 0.001 Vel = 0.35 20 1.49 6.357 0.0 7.170 28.998 to 120.0 0.0 0.0 0.0 21 36.31 0.0 0.0 7.170 0.0 Vel = 0.37 21 1.39 6.357 0.0 7.170 28.998 to 120.0 0.0 0.0 0.0 22 37.7 0.0001 0.0 7.170 0.001 Vel = 0.38 22 1.51 6.357 0.0 7.920 28.999 to 120.0 0.0 0.0 0.0 23 39.21 0.0 0.0 7.920 0.0 Vel = 0.40 23 1.49 6.357 0.0 6.000 28.999 to 120.0 0.0 0.0 0.0 24 40.7 0.0002 0.0 6.000 0.001 Vel = 0.41 24 1.03 6.357 0.0 20.830 29.000 to 120.0 0.0 0.0 0.0 26 41.73 0.0 0.0 20.830 0.001 Vel = 0.42 26 -1.56 6.357 0.0 8.420 29.001 to 120.0 0.0 0.0 0.0 27 40.17 0.0001 0.0 8.420 0.001 Vel = 0.41 27 -1.50 6.357 0.0 8.580 29.002 to 120.0 0.0 0.0 0.0 28 38.67 0.0001 0.0 8.580 0.001 Vel = 0.39 28 -1.42 6.357 0.0 8.580 29.003 to 120.0 0.0 0.0 0.0 29 37.25 0.0 0.0 8.580 0.0 Vel = 0.38 29 -1.37 6.357 0.0 7.170 29.003 to 120.0 0.0 0.0 0.0 30 35.88 0.0001 0.0 7.170 0.001 Vel = 0.36 30 -1.31 6.357 0.0 6.750 29.004 to 120.0 0.0 0.0 0.0 31 34.57 0.0 0.0 6.750 0.0 Vel = 0.35 31 -1.28 6.357 0.0 8.080 29.004 to 120.0 0.0 0.0 0.0 32 33.29 0.0 0.0 8.080 0.0 Vel = 0.34 32 -1.23 6.357 T 37.72 18.500 29.004 to 120.0 0.0 37.720 0.0 FM4 32.06 0.0001 0.0 56.220 0.003 Vel = 0.32 Computer Programs by Hydratec Inc. Revision: 50.52.1 Eir4 Calculations - Hazen-Williams 11 Schmidt 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 0.0 32.06 29.007 K Factor = 5.95 18 -1.56 2.157 21 24.613 75.420 28.997 to 120.0 6E 36.92 61.533 0.0 8 -1.56 0.0 0.0 136.953 -0.005 Vet = 0.14 0.0 -1.56 28.992 K Factor -0.29 19 -1.51 2.157 21 24.613 75.500 28.997 to 120.0 6E 36.92 61.533 0.0 9 -1.51 0.0 0.0 137.033 -0.004 Vet = 0.13 0.0 -1.51 28.993 K Factor = -0.28 20 -1.48 2.157 3T 36.92 75.673 28.998 to 120.0 5E 30.767 67.687 0.0 10 -1.48 0.0 0.0 143.360 -0.005 Vel = 0.13 0.0 -1.48 28.993 K Factor = -0.27 21 -1.40 2.157 3T 36.92 78.500 28.998 to 120.0 7E 43.073 79.994 0.0 11 -1.4 0.0 0.0 158.494 -0.004 Vet = 0.12 0.0 -1.40 28.994 K Factor = -0.26 22 -1.51 2.157 3T 36.92 75.420 28.999 to 120.0 5E 30.767 67.687 0.0 12 -1.51 0.0 0.0 143.107 -0.005 Vet = 0.13 0.0 -1.51 28.994 KFactor= -0.28 23 -1.48 2.157 31 36.92 78.580 28.999 to 120.0 7E 43.073 79.994 0.0 13 -1.48 0.0 0.0 158.574 -0.005 Vet = 0.13 0.0 -1.48 28.994 K Factor = -0.27 24 -1.03 2.157 21 24.613 75.830 29.000 to 120.0 7E 43.073 67.687 -0.832 141 -1.03 0.0 0.0 143.517 -0.002 Vet = 0.09 141 -3.07 2.157 T 12.307 1.920 28.166 to 120.0 0.0 12.307 0.832 14 -4.1 -0.0003 0.0 14.227 -0.004 Vet = 0.36 0.0 -4.10 28.994 K Factor = -0.76 14T 3.07 2.157 5E 30.767 49.750 28.166 to 120.0 T 12.307 43.074 0.832 34 3.07 0.0001 0.0 92.824 0.011 Vet = 0.27 0.0 3.07 29.009 K Factor = 0.57 15 3.22 2.157 7E 43.073 51.330 28.994 to 120.0 T 12.307 55.381 0.0 35 3.22 0.0001 0.0 106.711 0.015 Vet = 0.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 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 3.22 29.009 K Factor = 0.60 26 1.56 2.157 2T 24.613 123.830 29.001 to 120.0 10E 61.534 86.147 0.0 36 1.56 0.0 0.0 209.977 0.008 Vel = 0.14 0.0 1.56 29.009 K Factor = 0.29 27 1.49 2.157 21 24.613 123.830 29.002 to 120.0 10E 61.534 86.147 0.0 37 1.49 0.0 0.0 209.977 0.007 Vel = 0.13 0.0 1.49 29.009 K Factor = 0.28 28 1.43 2.157 21 24.613 123.830 29.003 to 120.0 IOE 61.534 86.147 0.0 38 1.43 0.0 0.0 209.977 0.006 Vel = 0.13 0.0 1.43 29.009 K Factor = 0.27 29 1.36 2.157 21 24.613 123.830 29.003 to 120.0 10E 61.534 86.147 0.0 39 1.36 0.0 0.0 209.977 0.006 Vel = 0.12 0.0 1.36 29.009 K Factor = 0.25 30 1.32 2.157 21 24.613 123.830 29.004 to 120.0 10E 61.534 86.147 0.0 40 1.32 0.0 0.0 209.977 0.005 Vel = 0.12 0.0 1.32 29.009 K Factor = 0.25 31 1.27 2.157 21 24.613 123.830 29.004 to 120.0 10E 61.534 86.147 0.0 41 1.27 0.0 0.0 209.977 0.005 Vel = 0.11 0.0 1.27 29.009 K Factor = 0.24 32 1.23 2.157 2T 24.613 123.830 29.004 to 120.0 10E 61.534 86.147 0.0 42 1.23 0.0 0.0 209.977 0.005 Vel = 0.11 0.0 1.23 29.009 K Factor = 0.23 FM4 32.06 6.357 T 37.72 47.000 29.007 to 120.0 0.0 37.720 0.0 FM 32.06 0.0 0.0 84.720 0.004 Vel = 0.32 FM 15.96 6.357 E 17.603 19.330 29.011 to 120.0 0.0 17.603 0.0 TR 48.02 0.0001 0.0 36.933 0.004 Vel = 0.49 IR 0.0 6.357 E 17.603 12.000 29.015 to 120.0 1 37.72 55.323 5.232 BR 48.02 0.0001 0.0 67.323 0.007 Vel = 0.49 BR 0.0 6.357 E 17.603 5.000 34.254 to 120.0 0.0 17.603 0.433 FLG 48.02 0.0001 0.0 22.603 0.002 Vel = 0.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 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 Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn FLG 0.0 6.16 E 20.084 5.000 34.689 to 140.0 0.0 20.084 1.949 DI 48.02 0.0001 0.0 25.084 0.002 Vel = 0.52 DI 0.0 5.86 5E 89.466 156.500 36.640 to 150.0 G 3.834 134.199 0.0 UG 48.02 0.0001 S 40.899 290.699 0.029 Vel = 0.57 UG 0.0 7.68 2E 45.11 52.000 36.669 to 150.0 0.0 45.110 0.0 BF1 48.02 0.0 0.0 97.110 0.003 Vel = 0.33 BF1 250.00 8.27 3E 85.404 20.000 36.672 Qa = 250 to 140.0 Zim 0.0 85.404 12.089 * Fixed Loss = 12.089 BF2 298.02 0.0006 0.0 105.404 0.065 Vel = 1.78 BF2 0.0 7.98 G 6.041 55.000 48.826 to 150.0 1 52.855 58.895 0.0 SRC 298.02 0.0006 0.0 113.895 0.074 Vel = 1.91 0.0 298.02 48.900 K Factor = 42.62 Computer Programs by Hydratec Inc. Revision: 50.52.1 NO I f?(-- ~_o (s - 021'?- VIASAT BRESSI RANCH BUILDING 14 PRE-ACTION SYSTEMS LEVEL I - IDF ROOM 1-081, MDF ROOM 1-038 LEVEL 2- IDF ROOM 2-086, IDF ROOM 2-190 MATERIAL DATA SUBMITTAL (E)POTTER The Symbol of Protection RELEASING CONTROL PANEL Dimensions: 18 V4'1 x 14 V2" x 43/41 UL and ULC Listed, FM Approved, NYMEA Accepted, CSFM Approved, CE Marked, and RoHS Compliant. General Description ThePotterModelPFC-4410RC is aflexible multi-hazardreleasing control panel that is well suited for a number of applications. The PFC-4410RC is listed for use withpre-action and deluge sprinkler suppression systems and agent based fire suppression systems. The panel utilizes a microprocessor-based system that has 24 Standard Programs, which covers a majority of installations. The simple to follow Menu Structure programs the entire system in a matter of minutes. In addition to the Standard Programs, the panel allows custom programming to accommodate any installation. Multi-Hazard Operation Four Class B Initiating Circuits Two Class B Supervisory Circuits ** Four Class B Output Circuits Programmable Cross Zoning Supervised Microprocessor 32 Character Alpha-Numeric LCD Display Custom Banner Message and Zone Description text Custom Zone Description Text On Board Menu Driven Programming Controls Releasing Circuits Protected From False Activation Continuous or Timed Discharge 40 Event History Buffer Walktest with Automatic Time-out Alarm, Trouble Supervisory, and Waterfiow relays Optional Class A Initiating Zone and output module 34 character LED supplemental display 24 Standard Programs in Panel Memory Password Protection for all Programming 24 Hour Clock Suitable for agent or water-based extinguishing Programmable pre-discharge timers* One Class B Abort circuit* (Defaults to additional supervisory zone in water based mode.) Four Abort modes* * Available in Chemical mode only ** One zone programmable as abort in chemical mode. The panel is Ninth Edition UL listed, ULC listed, Factory Mutual, California State Fire Marshal (CSFM), New York Materials Equipment Acceptance (MEA) Approved, CE Marked, and RoHS Compliant. The PFC-441 ORC is housed in a durable steel cabinet with removable door and key lock. The panel is available in either a red or white finish and an optional flush mount trim ring is available. The cabinet contains knockouts on the side, back and top of the cabinet to ease installation. In addition, the cabinet will house up to 18 amp-hour batteries that will provide in excess of 90 hours of standby power. Ordering Information Model Number Description Stock Number PFC-4410RC 4 Zone Releasing Control (White Cabinet) 3006144 PFC-4410RC 4 Zone Releasing Control (Red Cabinet) 3006142 PFC-4410RC-PCA Replacement Motherboard 3006230 PFC-TW Bezel for Semi-Flush Mounting (White) 5090157 PFC-TR Bezel for Semi-Flush Mounting (Red) 5090155 BT-80 Battery, 12V 8AH for 24 hour standby (2 Req'd) 5130084 BT-120 Battery, 12V 12AH for 24 hour standby (2 Req'd) 5130090 BT-180 Battery, 12V, 18AH for 90 hour standby (2 Req'd) 5130086 CA2Z 2 Zone Class A Initiating Circuit Module 3006013 CAM Class A Indicating Circuit Module 3005300 ARM-44 Relay Module for PFC-4410RC 3006221 ARM-2 Auxiliary Relay Module 3004725 RA-4410RC Remote Annunciator 3006400 BB-RA-44R Surface Mount Back Box for RA-4410RC (Red) 3006401 Potter Electric Signal Co., LLC • St. Louis, MO • Cust Service: 866-240-1870 • Tech Support: 866-956-1211 • Canada 888-882-1833 www.pottersigna1.com PRINTED IN USA MFG #5401250 - REV C PAGE 1 OF 2 3/14 (D POTTER The Symbol of Protection RELEASING CONTROL PANEL Architects/Engineers Specifications The control panel for the extinguishing agent releasing system shall be a microprocessor based control capable of protecting multiple hazards in one control panel. It shall be Underwriters Laboratories Inc. listed under Standard 864 Ninth Edition and Underwriters Laboratories of Canada for Local Control Units for Releasing Service. The control shall also be approved by Factory Mutual Research Corporation and be compliant with the requirements of NFPA-72 (Local: A, M, SS service types; DAC and NC signaling type) and NFPA12, NFPA12A, NFPA-13, NFPA-15, NFPA-16, NFPA-17, NFPA-17A, NFPA-750, and NFPA-2001. The control shall be housed in an 18 gauge steel cabinet that has a hinged, removable door with a key lock. The finish shall be baked enamel and available in red or off-white with contrasting trim and logo. An optional matching bezel should be available for semi-flush mounting. The cabinet shall have adequate space to house 18 AH standby batteries capable of operating the system for at least 90 hours. The control shall include a fully supervised integral power supply/battery charger capable of providing 200mA to the auxiliary power circuit. It shall also be capable of providing 2.5 Amps to all releasing and notification appliance circuits combined. All initiating, output and auxiliary power circuits shall be power limited. The control shall have a 32 character (16 characters, 2 lines) backlit LCD display and a 34 LED supplemental display. All diagnostic and alarm event information shall be viewable in text form on this display. A field programmable custom banner message with the current date and time shall be displayed when no current alarm or diagnostic information exists. All operational features of the control panel shall be field programmable using menu driven selections on the alpha-numeric display and on board controls. No special programmer will be required and jumpers or switches to configure operational features shall not be permitted. Alarm and trouble indications shall resound when required. The control panel shall be equipped with 24 programs built into the panel memory, 15 for water based extinguishing and 9 for agent extinguishing. In addition, the panel shall have the ability to add custom programs. All programming functions shall be password protected. The control shall have four fully supervised Class B (Style B) initiating circuits capable of supporting the operation of 25 compatible 2-wire smoke detectors on each circuit. The individual circuits shall be selectable through the programming sequence to operate in one of the following modes: Conventional, Waterfiow, Linear Heat Detection (up to 700 ohms per zone), Manual Release, Low Air Alarm, Supervisory, Tamper, Low Air or High Air. Optional Class A modules, CA2Z, may be added for Class A operation. The panel shall have a Low Air Zone that creates a supervisory condition and can be mapped to a release output. The control shall have two fully supervised Class B (Style B) supervisory circuits. These circuits shall be selectable through the programming sequence to operate in one of the following modes: Supervisory, Tamper, Low Air or High Air. The control shall have one fully supervised class B (style B) Abort circuit with 4 different operating modes, ULI, ilU, and NYC, and 30 second. The control shall have four fully supervised Class B (Style Y) output circuits. These circuits shall be selectable through the programming sequence to operate as one of the following: Alarm Notification Appliance, Supervisory Notification Appliance, Trouble Notification Appliance or Releasing. The optional CAM module may be added to convert the outputs to Class A. The panel shall have an RS-485 output and auxiliary power outputs for connection and supervision of up to 4 remote annunciators or an ARM-44 Relay Module and 3 annunciators. The releasing circuits shall be supervised for short circuit conditions and shall be programmable for cross zoning operation when required. The discharge timer for these releasing circuits shall be programmable for times of 7, 8, 9, 10, 20 minutes or continuous. All initiating and output circuits shall be capable of being individually disabled or enabled. In addition, when in the agent extinguishing mode there shall be a pre-discharge timer adjustable from 0-60 seconds from an alarm zone or 0-30 seconds from a manual release zone. The control shall have a test mode that will automatically disable all releasing circuits. The test mode shall operate in such a manner as to automatically reset the initiating circuit and indicating circuits after detecting each alarm condition initiated by the test. All testing shall be recorded in the 40 event history buffer. The test mode will automatically terminate after twenty minutes of inactivity. The control shall have four integral relay contacts rated 3 Amps at 30 VDC for connection to external auxiliary equipment. One relay shall operate when an alarm condition occurs, another when a trouble signal occurs, the third when a supervisory condition occurs, and the fourth during a waterfiow condition. UL and ULC Listed, FM Approved, NYMEA Accepted, CSFM Approved, CE Marked and RoHS Compliant. PRINTED IN USA MFG #5401250 - REV C PAGE 2 OF 2 3/14 0 00 0 CA2Z CA2Z MODULE MODULE NO.2 NO.1 (IF USED) J2 -J2 oamma: rim 1 +1I I1 ol owsm l 10 MIN Mounting SUP+ SUP - ZONE I ZONE ZONE ZONE4 PFC-4410RC PC BOARD (E)POTTER The Symbol of Protection The Model CA2Z Class A Module is designed to be used with the PFC- 4410RC Fire Control Releasing Panel to convert from two (Class B) initiating device circuits to two (Class A) circuits. CA2Z CLASS A INITIATING DEVICE MODULE UL Listed: Option for use with the PFC-4410RC Series Transient Protected Built In 5.1k End Of Line Resistor PC Board Assembly: Mounts to PFC-4410RC Panel stand-offs Stock No. 3006013 The module is to be mounted in the upper right hand corner of the panel. Connection to the panel is made via the 8 pin header mounted on the back side of the CA2Z. CA2Z CA2Z DWG# 3527-I1 Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. #5401025 - REV F PAGE 1 OF 1 8/06 SYSTE 5600 Series Mechanical Heat Detectors System Sensor's 5600 series mechanical heat detectors offer a low-cost means for property protection against fire, and for non-life-safety installations where smoke detectors are inappropriate. \ Features Multiple configurations for installations: - Single- and dual-circuit models - Fixed temp and combination fixed- temp/rate-of-rise 135°F or 194°F ratings. Plain housing for residential installations (Model 5601P) Easy-to-use terminal screws A broad range of back box mounting options: - Single gang - 3.5" and 4-Octagonal - 4" square with square to round plaster ring Reversible mounting bracket Agency Listings Multiple configurations. The 5600 series offers a full-line of configurations to accommodate a broad range of applications. Both single- and dual-circuit models are available for low- and high- temperature ratings with either fixed temperature or combination fixed temperature/rate-of-rise (ROR) activation. The ROR element of the fixed/ROR models is restorable to accommodate field-testing. Installation flexibility. To satisfy a variety of installation needs, the 5600 series easily mounts to single-gang and octagonal back boxes. And these models accommodate four-square back boxes, when used with a square to round plaster ring. The reversible mounting bracket permits both flush- and surface-mount back box installations. Visual identification. The 5600 series provides clear markings on the exterior of the unit to ensure that the proper detector is being used. Alphanumeric characters identify the activation method, as well as the temperature rating, in Fahrenheit and Celsius degrees. Fixed temperature models are identified FX, while combination fixed/ rate-of-rise units are marked FX/ROR. The 5600 series also provides a post-activation indicator in the form of a collector. When the detector is activated, the collector drops from the unit, making it easy to identify the unit in alarm. Specifications Mechanical heat detector shall be a System Sensor 5600 series model number listed to Underwriters Laboratories UL 521 for Heat Detectors for Fire Protective Signaling Systems. The detector shall be either a single-circuit or a dual-circuit type, normally open. The detector shall be rated for activation at either 135°F (57°C) or 194°F (90°C), and shall activate by means of a fixed temperature thermal sensor, or a combination fixed temperature/rate-of-rise thermal sensor. The rate-of-rise element shall be activated by a rapid rise in temperature, approximately 15°F (8.3°C) per minute. The detector shall include a reversible mounting bracket for mounting to 31/2-inch and 4-inch octagonal, single gang, and 4-inch square back boxes with a square to round plaster ring. Wiring connections shall be made by means of SEMS screws that shall accommodate 14-22AWG wire. The detector shall contain alphanumeric markings on the exterior of the housing to identify its temperature rating and activation method. The rate-of-rise element of combination fixed temperature/rate-of-rise models shall be restorable, to allow for field-testing. The detectors shall include an external collector that shall drop upon activation to identify the unit in alarm. Maximum Installation Temperature 5601P, 5603, 5621, and 5623: 100°F(38°C) 5602, 5604, 5622, and 5624: 150°F (65.6°C) Operating Humidity Range 5 to 95% RH non-condensing Dimensions with mounting bracket Diameter: 4.57 inches (11.6cm) Height: 1.69 inches (4.3cm) Alarm Temperature 5601P, 5603, 5621, and 5623: 135°F (57°C) 5602, 5604, 5622, and 5624: 194°F (90°C) Weight 6 oz. (170 grams) Rate-of-Rise Threshold 15°F (8.3°C) rise per minute (models 5601 F, 5602, 5621, and 5622 only) Mounting 31/2-inch octagonal back box 4-inch octagonal back box Single gang back box 4-inch square back box with a square to round plaster ring Operating Voltage! Contact 6-125VAC / 3A Ratings 6-28VDC I 1A 125VDC / 0.3A 25OVDC 101A Innut Terminals 14-22 AWG C amw C 5601 P 5602, 5622 5603, 5623 5604,S624 5621 Ordering Information Afon 5601 P Single None 135°F (57°C) Fixed Temperature / Rate-of-Rise 50 feet x 50 feet (15.24m x 15.2m) 5602 Single Lettering 194°F (90°C) Fixed Temperature / Rate-of-Rise 50 feet x 50 feet (15.24m x 15.2m) 5603 Single Lettering 135°F (57°C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5604 Single Lettering 194°F (90°C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5621 Dual Lettering 135°F (57°C) Fixed Temperature / Rate-of-Rise 50 feet x 50 feet (15.24m x 15.2m) 5622 Dual Lettering 194°F (90°C) Fixed Temperature/ Rate-of-Rise 50 feet x 50 feet (15.24m x 15.2m) 5623 Dual Lettering 135°F (57°C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5624 Dual Lettering 194°F (90°C) Fixed Temperature *NOTE: Refer to NFPA72 guidelines for spacing reductions when ceiling heights exceed 10 feet. 25 feet x 25 feet (7.62m x 7.62m) '..._$ SYSMEM 3825 Ohio Avenue • St. Charles, IL 60174 02013 System Sessor, Phone: 800-SENSOR2 • Fax: 630-377-6495 Product specifications subject to change without notice. Visit systemsensorcom for current product information, including the latest version of this data sheet. www.systemsensor.com SPDS30001 • 7/13 MT4-115-WH SERIES MT-12124 SERIES MT STROBE Series MT and MT Strobe Multitone Electronic Appliances Description: The Wheelock Series MT and MT Strobe Multitone electronic appliances offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. The Code-3 Horn and tone patterns are engineered to comply with N EPA/ANSI Temporal Pattern specifications without requiring additional equipment. With MT and MT Strobe appliances, one alarm appliance meets most of your signaling needs. The MT strobes can be synchronized using the Wheelock DSM Sync Modules, Wheelock Power Supplies or other manufacturers panel incorporating the Wheelock Patented Sync Protocol. The MT Strobes are designed for ADA applications while meeting or exceeding the latest requirements of NFPA 72, ANSI 117.1, UFC and UL Standard 1971 as well as meeting ADA requirements concerning photosensitive epilepsy. Each MT and MT Strobe appliance has two installer selective sound output levels: STANDARD dBAand HIGH dBA. Non-strobe versions provide selectable voltage capability in one unit, 12VDC or 24VDC. Strobe versions are specific for either 12VDC or 24VDC and all models may be used with filtered or unfiltered (full-wave- rectified) input voltages. Separate input terminals are available, shunt wires are provided to enable both tone and strobe to operate simultaneously from a single input. The Series MT Multitone Strobe appliances are UL Listed for indoor wall mount applications under Standard 1971 for Signaling Devices for the Hearing Impaired and under Standard 464 for Audible Signaling Appliances. Features: Approvals include: UL Standard 1971, UL Standard 464, California State Fire Marshal (CSFM), New York City (MEA), Factory Mutual (FM) and Chicago (BFP) See approvals by model in Specifications and Ordering Information Designed to meet or exceed ADNNFPNUFC/ANSI Standards and Accessibility Guidelines Complies with OSHA 29, Part 1910.165 Series MT appliances have IN and OUT wiring terminations that accept two #12 to #18 American Wire Gauge (AWG) wires at each terminal. Inputs are polarized for compatibility with standard reverse polarity type supervision One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels Code-3 Horn and Tone meet ANSI/N EPA temporal pattern for standard emergency evacuation signaling Audible and strobe can operate from a single NAC circuit or from separate NAC circuits with any of the (8) eight audible sounds MT Strobe models are available with Wheelock patented MCW Multi-Candela strobes with field selectable candela settings at 15/30/75/110cd or with single candela 1575cd strobes. Synchronize using the Wheelock Sync Modules or panels with built-in Wheelock Patented Sync Protocol Selectable input voltage on non-strobe versions. Strobe versions are factory set for either 12 or 24VDC, with wide- Listed voltage range, filtered (DC) and FWR No additional trimplate required for flush mounting For Weatherproof MTWP See Data Sheet S9004 0 01 <@> MEA APPROVED E5946 151-92-E 7135-0785:118 (MT4) 7125-0785:155 (MT1 NOTE: All CAUTIONS and WARNINGS are identified by the symbol A. All warnings are printed in bold capital letters. A WARNING: PLEASE READ THESE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: Strobes are designed to flash at 1 flash per second minimum over their "Regulated Voltage Range" (16-33v for 24VDC units and 8-17.5v for 12VDC units). Regulated Voltage Range is the newest terminology used by UL to identify the listed voltage range. All candela ratings represent minimum effective Multitone Strobe intensity based on UL Standard 1971. MT Strobe models are UL Standard 1971 Listed for indoor use with a temperature range of 32°F to 120°F (0°C to 49°C) and maximum humidity of 93% ±2%. The MT-1 2/24, MTWP and MT4 models and listed for outdoor use at -31°F to 150°F (-35°C to 66°C) and maximum humidity of 95% (See Data Sheet S9004 or Installation Instruction Sheet P84150 for more detail on MTWP). MTWP and MT4 strobes are listed under UL 1638. MT Audible is UL Standard 464 Listed. Alarm Tones TONE ALARM TONES PATTERN DESCRIPTION HORN BROADBAND HORN (Continuous) BELL 1560 Hz MODULATED (0.07 sec. ON/Repeat) MARCH TIME HORN HORN (0.25 sec. ON/0.25 sec. OFF/Repeat CODE-3 HORN HORN (ANSI S3.41 Temporal Pattern) CODE-3 TONE 500 Hz (ANSI S3.41 Temporal Pattern) SLOW WHOOP 500-1200 Hz SWEEP (4.0 sec. ON/0.5 sec. OFF/Repeat) SIREN 600-1200 Hz SWEEP (1.0 sec. ON/Repeat) Hl/LO 1 1000/800 Hz (0.25 sec. ON/Alternate) Table 1: dBA and Current Ratings for Multitone Audible Portion RMS Current (amps) dBA @ lOft (UL Reverberant) 24 VDC 12 VDC 120 VAC 24 VDC 12 VDC 120 VAC HI Output STD Output HI Output STD Output HI Output STD Output HI Output STD Output HI Output STD Output HI Output STD Output @ 24 VDC UL max* @ 24 VDC UL max" @ 24 VDC UL max* @ 24 VDC UL max* UL max* - UL max* Horn 0.074 0.108 0.033 0.044 0.145 0.176 0.023 0.034 0.050 0.042 92 87 90 77 85 82 Bell 0.040 0.053 0.018 0.024 0.077 0.095 0.014 0.020 0.041 0.039 86 80 85 69 82 75 March Time 0.067 0.104 0.033 0.038 0.109 0.142 0.023 Horn 0.034 0.050 0.040 89 84 89 74 85 79 Code-3 Horn 0.069 0.091 0.026 0.035 0.100 0.142 0.023 0.034 0.050 0.042 88 83 88 73 82 75 Code-3 Tone 0.061 0.075 0.026 0.035 0.088 0.105 0.015 0.021 0.042 0.040 85 80 84 70 79 75 Slow Whoop 0.069 0.098 0.028 0.037 0.100 0.142 0.025 0.035 0.050 0.042 90 89 89 75 85 82 Siren 0.080 0.104 0.027 0.036 0.122 0.152 0.021 0.030 0.045 0.041 89 84 89 75 85 82 HI/LO 0.044 0.057 0.020 0.026 0.089 0.114 0.018 0.026 0.042 0.039 86 81 86 71 82 79 Table 2: Strobe Current Ratings RMS Current (amps) Model MT-121575 MT-241575 MTWP-2475 MT-24MCW Candela 1575cd 1575cd 180cd 15cd 30cd 75cd ilocd @ 24VDC 0.152 0.060 0.094 0.041 0.063 0.109 0.140 UL max* 0.255 0.090 0.138 0.060 0.092 0.165 0.220 Note: If the strobe and audible operate on the same circuit, add the strobe current from Table 2 to the audible current from Table 1. * RMS current ratings are per UL average RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16-33v for 24v units). For strobes the UL max current is usually at the minimum listed voltage (16v for 24v units). For audibles the max current is usually at the maximum listed voltage (33v for 24v units). For unfiltered FWR ratings, see installation instructions. Wiring Diagrams (for all models) MT SIGNAL AUDIBLE SIGNAL AND STROBE OPERATE INDEPENDENTLY PRECEDING - - APPLIANCE OR FROM 10 NEXT APPLIANCE, EOLR OSM, COOPER WA EE LOCK POWER SUPPLIES FACP SIGNAL PRECEDING AUDIBLE OR PEEP FROM PRECEDING POCK DSK OR COOPEIEWTXEELOC POWER SUPPUES OR PREP + TO NEXT - OUDIRLOOB EOLE TO NEXT COLA AUDIBLE SIGNAL AND STROBE OPERATE IN UNISON. RED AND BLACK SHUNT-WIRES ARE SUPPLIED. FROM PRECEDING + TO NEXT APPLIANCE RED APPLIANCE OR EOLR OR FACP + -1 0 STROBE AUDIBLE STROBE AUDIBLE Specifications and Ordering Information Model Number Order Code Input Voltage Rated Candela Mounting Options* Agency Approvals UL MEA CSFM FM BFP MT-1 2/24-R 5023 12/24 - D,E,F,L,M,O,P,R X X X X X MT-1 2I24-W 5024 12/24 - D,E,F,L,M,O,P,R X X X X X MT241575WFR# 8422 24 15(75onAXIS) D,E,F,L,M,O,P,R X X X X - MT-24MCW-FR 3301 24 15/30/75/110 D,EEF,L,M,O,P,R X - X - - MT-24MCW-FW 3303 24 15130175/110 D,E,F,L,M,O,P,R X - X - - MT24MCWAR*** 3304 24 15/30/75/110 D,E,F,L,M,O,P,R X - X - - MT121575WFR# 8421 12 15(75onAXIS) D,E,F,L,M,O,P,R X X X X - MT-121575W-NW 9747 12 15(75onAXIS) D,E,F,L,M,O,P,R X X X X - MTWP2475WFR** 8420 24 180 @ 77-F (25-C) M X X X X - MTWP2475WNW** 9744 24 180 @ 77°F (25°C) M X X X X - MT4-115-R 6223 120 VAC - D,E,J,K,N,O,R X X X - X MT4-115-S 6142 120 VAC - D,E,J,K,N,O,R X X X - X MT4-115-WH-VFR 6224 120 VAC 15 D,E,J,K,N,O,R X X X - X MT4-12/24-R 5308 12/24 - D,E,J,K,N,O,R X X X X - MT4-12/24-S 7997 12/24 - D,E,J,K,N,O,R X X X X - NOTE: **MTWP2475W is Weatherproof and rated for 180 Cd @ 77°F (25°C). See Data Sheet S9004 or Installation Instruction P84150. ***For additional information on mounting please refer to Data Sheet S7000. # 1575 strobes are UL Listed for 15cd with 75cd on AXIS. Series WH Strobe is listed for UL Standard 1638 only. See Instruction Sheet P83160. "A" Stands for Agent Lettering. '¼ARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" P82467 MT-12/24, P84155 MT w/Strobe P84150 MTWP WEATHERPROOF "GENERAL INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS DO UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING: TOTAL CURRENT REQUIRED BY ALL APPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOLTAGE RANGE. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE STROBE ON CODED OR INTERRUPTED CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBE MAY NOT FLASH. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION, APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed, operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ). Architects and Engineers Specifications The notification appliance shall be a Wheelock Series MT audible/visual appliance or equivalent. Notification appliance shall be electronic and use solid state components. Electromechanical alternatives are not approved. Each electronic appliance shall provide eight (8) field selectable alarm tones. The tones shall consist of: HORN, BELL, MARCH TIME HORN, CODE-3 HORN, CODE-3 TONE, SLOW WHOOP, SIREN and HI/LO. Tone selection shall be by durable dip switch assembly and not clips or jumpers. The Multitone Audible appliance shall be UL Listed under Standard 464 for Audible Signal Appliances. The audible and the strobe shall be able to operate from a single NAC circuit while producing any of these tones. The appliance shall provide two output sound levels: STANDARD and HIGH dBA. The HIGH dBA setting shall provide a minimum 5 dBA increase in sound output at nominal voltage. The HIGH anechoic dBA measurement at 10 feet at the alarm HORN SETTING shall be 99 dBA minimum. Operating voltages shall be either 12 VDC or 24 VDC using filtered power or unfiltered power supply (full-wave-rectified). All models shall have provisions for standard reverse polarity type supervision and IN/OUT field wiring using terminals that accept #12 to #18 AWG wiring. Combination audible/visual appliances shall incorporate a Xenon flashtube enclosed in a rugged LexanO lens or equivalent with solid state circuitry. Strobe shall produce a flash rate of one (1) flash per second minimum over the voltage range. The MT strobe intensity shall be rated per UL and Listed under Standard 1971 for Signaling Devices for the Hearing Impaired for 1575cd multi-candela with field selectable 15/30/75/110 candela settings. The 1575 candela strobe shall be specified when 15 candela or with 75 candela intensity on-axis is required. Strobe Models shall incorporate circuitry for synchronized strobe flash and shall be designed for compatibility with Wheelock DSM Sync Modules, Wheelock Power Supplies or other manufacturers panels with built-in Wheelock Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the module fails to operate (i.e., contacts remain closed), the strobes shall revert to a non-synchronized default flash rate. Strobe activation shall be via independent input or from the same input circuit as the audible. The combination audible/visual appliances shall be installed indoors and may be surface or flush mounted. They shall mount to standard electrical hardware requiring no additional trimplate or adapter. The aesthetic appearance shall not have any mounting holes or screw heads visible when the installation is completed. The appliance shall be finished in a textured red color. The Series MT-12/24, MTWP and MT4 appliances may be installed indoor or outdoor with the proper back box. NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Wheelock Inc. standard terms and conditions. WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3 YEAR WARRANTY S2000 MT 06/11 Wheelock® (MThCJ SAFEPATH WAVEITS Notification ®POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 nun) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK- 1, Stock No. 1500001. UL, ULC, and FM Approved Sizes Available: 6' (150mm), 8' (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 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 Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8 (200) 12VDC MBA-8-12 1750080 .12A 90 77 10 (250) 12VDC MBA-10-12 1750060 .12A 92 78 6 (150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8 (200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8 (200) 120VAC PBA1208 1 1808120* .05A 99 84 10 (250) 120VAC PBA12010 1 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. I AWARNING I In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-l. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, • Phone: 866-572-3005/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MPG. #5400776 - REV Y- 1 PAGE 1 OF 2 01/13 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance 5 3/4" (146) Til ISIS" (J)POTTER The Symbol of Protection BELLS PBA-AC & MBA-DC Bells Dimensions Inches (mm) Fig. 1 101, 8" F (2 01) (200) 6" (150) 211/16" (68) Wiring (rear view) Fig. 3 A.C. BELLS WHITE (IN) WHITE (OUT) FROM CONTROL PANEL OR PRECEDING BELL BLACK(OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. DWG# 776.) NOTES: I. WHEN USING AC BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC SELLS. OWIN fló.3 OW(S) 776.2 4 1/4" (lOS) Installation The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). A WARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. #5400776 - REV Y-1 PAGE 2 OF 2 01/13 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7165-0328:0170 Page 1 of 1 CATEGORY: 7165 -- FIRE ALARM CONTROL UNIT (COMMERCIAL) LISTEE: Potter Electric Signal Col 609 Park 370 Place, Hazelwood, 63042 United States Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillWpottersignal.com DESIGN: Model PFC-4410RC and PFC-4410ARC fire alarm control units. Automatic, manual, noncoded, local, remote station, central station, releasing device, wateruiow and sprinkler supervisory service. Refer to listee's data sheet for additional detailed product description and operational considerations. Minimum system components: PFC-4410RC Control Unit PFC-4410ARC Control Unit with LED annunciator Suitable for use with the following modules: RA4410RC, CA2Z, CAM, ARM-1, ARM-2, *ARM44 and SG-32. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes & ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, electrical rating and UL label. APPROVAL: Listed as fire alarm control units when use with separately listed electrically and functionally compatible initiating and indicating devices. Suitable for high-rise applications when used with separately listed voice evacuation systems. Refer to listee's Installation Instruction Manual for details. These control units do not generate a Temporal Pattern Signal. If the distinctive three-pulse Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition is required, the control unit must be used with appliances that can generate the temporal pattern signal. Model PFC-4410RC control unit meets the requirements of UL Standard 864, 9th edition. Model PFC-4410ARC control unit meets the requirements of UL Standard 864, 8th edition. NOTE: Combined with 7170-0328:171 *Rev 06-18-10 fm This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not ?i. an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2018 Listing Expires June 30, 2019 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7135-0328:0119 Page 1 of 1 CATEGORY: 7135--AUDIBLE DEVICES LISTEE: Potter Electric Signal Col 609 Park 370 Place, Hazelwood, 63042 United States Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillWpottersignal.com DESIGN: Models SB624-153075, 5B624-75110, PBA246, PBA248, PBA2410, PBA1206, PBAI208, PBA12O1O, *pBD..126 *pBD..128 *pBD.1210 *pBD..246 *pBD..248 * PBD-2410 vibrating bells. Suitable for outdoor use when used with Model BBK-1 backbox. Models are AC or DC powered and available in 6", 8" and 10'. Models MBA-6, -8 and -10 bells, suitable for outdoor use when used with Model BBX-1 backbox. Refer to listee's data sheet for detailed product description and operational considerations. RATING: PBA-246, -248, -2410: 24 VAC PBA-1206, -1208-12010: 120VAC MBA-6,-8,-10: 12or24VDC *pBD.126 -128, -1210: I2VDC, .12A *PBD..246 -248, -2410: 24VDC, .06A INSTALLATION: In accordance with listee's printed installation instruction, applicable codes & ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL label. APPROVAL: Listed as audible devices for use with separately listed compatible fire alarm control units. If this appliance is required to produce a distinctive three-pulse Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition, the appliance must be used with a fire alarm control unit that can generate the temporal pattern signal. Refer to manufacturer's Installation Manual for details. *Revision 01-31-2017 dcc This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2018 Listing Expires June 30, 2019 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE 1) LISTING No. 7270-1653:0167 Page 1 of 1 CATEGORY: 7270 -- HEAT DETECTOR LISTEE: System Sensor, Unincorporated Div of Honeywell Int'l lnc.3825 Ohio Ave, St. Charles, IL 60174 Contact: Vladimir Kireyev (203) 484-6277 Fax (203) 484-7309 Email: Vladimir.KireyevhoneywelI.com DESIGN: Models 5601, 5601 P, 5602, 5621, and 5622 combination fixed-temperature and rate-of-rise type and Models 5603, 5604, 5623, and 5624 fixed-temperature mechanical heat detectors. Refer to listee's data sheet for detailed product description and operational considerations. RATING: Models 5601, 5601P, 5603, 5621, & 5623 have a fixed temperature of 135°F. Models 5602, 5604, 5622, & 5624 have a fixed temperature of 194°F. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes & ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, temperature/electrical rating, and UL label. APPROVAL: Listed as heat detectors for use with separately listed compatible fire alarm control units. Refer to listee's Installation Instruction Manual for details and UL directory for dimensions. NOTE: Formerly 7270-1209:227 06-20-05 This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2018 Listing Expires June 30, 2019 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION 7MIW4~ OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7125-0785:0155 Page 1 of 1 CATEGORY: 7125 -- FIRE ALARM DEVICES FOR THE HEARING IMPAIRED LISTEE: Cooper Wheelock Inc.7246 16th St. E., Ste. 105, Sarasota, FL 34243 Contact: Tom Conover (941) 487-2336 Email: thomas.conover@cooperindustries.com DESIGN: Models MT Multitone Sync *horn/strobes Models may be followed by 12 or 24 for voltage, followed by strobe/candela rating, followed by W for wall mount. Units may be followed by suffixes to designate lens lettering and plate color. The series can provide one of eight tone outputs. Model MT-24MCW, may be followed by a letter indicating enclosure color. Refer to listee's data sheet for additional detailed product description and operational considerations. RATING: Electrical: 12 voltage: 8-17.5 VDC 24 voltage: 16-33 VDC Flash rate: 60 flashes/mm Candela: Models 1575: 15cd (75cd on axis) Models 75:75cd Models MCW: 15cd, 30cd, 75cd or 1 10c INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances, and in a manner acceptable to the authority having jurisdiction. For wall mount only. MARKING: Listee's name, model number, electrical/candela rating, and UL label. APPROVAL: Listed as *horn/strobes suitable for the hearing impaired when used in conjunction with separately listed electrically compatible fire alarm control units. For indoor use only. For synchronized strobes, Models SM-12/24, or DSM-12/24 Sync Module (CSFM Listing No. 7300-0785:132) must be used. Refer to manufacturer's Installation Manual for details. These units can produce a distinctive three-pulse Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition. *Rev. 05-25-10 bh This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2018 Listing Expires June 30, 2019 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division Fire Protection Products Worldwide Contacts I www.tyco-fire.com Preaction System with DV-5 Deluge Valve Single Interlock, Supervised - Electric Actuation 1-1/2 thru 8 Inch (DN40 thru DN200) General Description The TYCO DV-5 Supervised Single In- terlock Preaction System with Elec- tric Actuation (Fig. 1) utilizes automatic sprinklers and a supplemental detec- tion system. The supplemental detec- tion system is typically comprised of 24 VDC heat detectors, smoke detectors, manual pull stations, etc. Actuation of the detection system automatically operates (releases) the DV-5 Deluge Valve, allowing water to flow into the sprinkler piping system and to be dis- charged from any sprinklers that may be open. In accordance with the requirements of the National Fire Protection Asso- ciation, a preaction system employing more than 20 automatic sprinklers is to have the sprinkler piping automati- cally supervised to monitor the overall integrity of the system. In the case of a Supervised Single Interlock Preac- tion System, a Riser Check Valve (that does not require the use of priming wa- ter) provides an air check so that the system can be automatically pressur- ized with a nominal supervisory air or nitrogen pressure of 10 psi (0,69 bar). A supervisory low pressure alarm switch that is set to transfer its contacts at nominally 5 psi (0,34 bar), on decreas- ing pressure, is utilized to indicate whether there are any abnormal leaks in the sprinkler system piping. Loss of air pressure from the system as a re- sult of a damaged sprinkler or broken piping will not cause the DV-5 Valve to open - the air pressure is for supervi- sory alarm only. Typically, the system designer selects the detection components for a single interlock preaction system that will re- spond to a fire sooner than the auto- matic sprinklers. Consequently, the system will experience a minimal de- lay in water delivery over that for a wet pipe sprinkler system because the sys- tem will have begun to fill with water before a sprinkler operates. Supervised single interlock preaction systems are generally used to protect areas where there is danger of serious water damage that might result from damaged automatic sprinklers or pip- ing. Typically, such areas include com- puter rooms, storage areas for valuable artifacts, libraries, and archives. Single interlock preaction systems are also effectively used to protect prop- erties where a pre-alarm of a possible fire condition may allow time for fire ex- tinguishment by alternate suppression means, prior to a sprinkler discharge. In the event the fire cannot otherwise be extinguished, the preaction sprinkler system will then perform as the primary fire protection system. The DV-5 Deluge Valve (described in Technical Data Sheet TFP1305) is a diaphragm style valve that depends upon water pressure in the Diaphragm Chamber to hold the Diaphragm closed against the water supply pressure. When the DV-5 Valve is set for service, the Diaphragm Chamber is pressurized through the trim connections from the inlet side of the system's main control valve, such as an O.S.&Y. gate valve or butterfly valve (Fig. 1). Operation of an electrical detection de- vice such as a heat sensitive thermo- stat, smoke detector, or electrical man- ual control station signals the deluge valve releasing panel to energize the Solenoid Valve. In turn, the energized Solenoid Valve opens to release wa- ter from the Diaphragm Chamber fast- er than it can be replenished through the 1/8 inch (3,2 mm) restriction pro- vided by the Model ASV-1 Automatic Shut- Off Valve in the diaphragm sup- ply connection (Item 5 - Fig. 3A, also described in Technical Data Sheet TFP1384). This results in a rapid pres- sure drop in the Diaphragm Chamber to below the valve trip point. The wa- ter supply pressure then forces the Diaphragm open, permitting water to flow into the system piping, as well as through the Alarm Port to actuate the system alarms. As water flows into the system, the pi- lot chamber of the Model ASV-1 Auto- matic Shut-Off Valve (Item 5 - Fig. 3A) becomes pressurized and the ASV-1 automatically shuts off the diaphragm chamber supply flow to the DV-5 Di- aphragm Chamber. Shutting off the diaphragm chamber supply flow pre- vents the DV-5 Diaphragm Chamber from becoming re-pressurized, there- by preventing inadvertent closing of the DV-5 during a fire (as may be the case should the Solenoid Valve become de- energized after its initial operation). Continued on Page 4 Page 1 of 14 OCTOBER 2014 TFPI420 TFPI42O Page 2 of 14 1 - DV-5 Deluge Valve 2 - Main Control Valve (NO.) 3 - Diaphragm Chamber Supply Control Valve (NO.) 4 - Local Manual Control Station 5 - Automatic Sprinklers 6 - Heat Detectors, Smoke Detectors, etc. (Fire Detection) 7 - Water Supply Pressure Gauge 8 - Diaphragm Chamber Pressure Gauge 9 - System Drain Valve (NC.) 10 - Main Drain Valve (N.C.) (Shown at Rear of Valve) 11 - Diaphragm Chamber Automatic Shut-Off Valve 12 - Waterflow Pressure Alarm Switch (Shown at Rear of Valve) 13 - Water Motor Alarm (Optional) 14 - Solenoid Valve 15 - Deluge Valve Releasing Panel 16 - Riser Check Valve 17 - Supervisory Air Pressure Gauge 18 - Automatic Supervisory Air/Nitrogen Supply 19 - Supervisory Low Pressure Alarm Switch FIGURE 1 (1 OF 2) SUPERVISED SINGLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC ACTUATION SYSTEM SCHEMATIC (FRONT VIEW) TFPI 420 Page 3 of 14 1 - DV-5 Deluge Valve 2 - Main Control Valve (NO.) 3 - Diaphragm Chamber Supply Control Valve (N.O.) 4 - Local Manual Control Station (Shown at Front of Valve) 5 - Automatic Sprinklers 6 - Heat Detectors, Smoke Detectors, etc. (Fire Detection) 7 - Water Supply Pressure Gauge (Shown at Front of Valve) 8 - Diaphragm Chamber Pressure Gauge (Shown at Front of Valve) 9 - System Drain Valve (NC.) 10 - Main Drain Valve (NC.) 11 - Diaphragm Chamber Automatic Shut-Off Valve (Shown at Front of Valve) 12 - Waterilow Pressure Alarm Switch 13 - Water Motor Alarm (Optional) 14 - Solenoid Valve 15 - Deluge Valve Releasing Panel 16 - Riser Check Valve 17 - Supervisory Air Pressure Gauge (Shown at Front of Valve) 18 - Automatic Supervisory Air/Nitrogen Supply 19 - Supervisory Low Pressure Alarm Switch FIGURE 1(2 0F2) SUPERVISED SINGLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC ACTUATION SYSTEM SCHEMATIC (REAR VIEW) TFPI 420 Page 4 of 14 LOW AIR PRESSURE WATERFLOW ALARM PRESSURE SWITCH PREACTION ALARM CHECK SINGLE SWITCH INTERLOCK VALVE \ ELECTRIC ACTUATION IM TR 7 NOTES: 1. SEE FIGURE 3, PER VALVE SIZE AS APPLICABLE, FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS AND COMPONENT PART NUMBERS. 1 2. TRIM SHOWN FULLY ASSEMBLED; COMPONENTS SUCH AS GAUGES / DV-5 AND SWITCHES MAY REQUIRE DELUGE ASSEMBLY IN TRIM AT VALVE VALVE INSTALLATION. SYSTEM GROOVED SHUT-OFF COUPLING VALVE FIGURE 2 DV-5 PRE-TRIMMED DELUGE VALVE, ELECTRIC ACTUATION EMM The TYCO DV-5 Supervised Single In- terlock Preaction System with Electric Actuation Trim described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of the related 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 UL and C-UL Listed FM Approved Deluge Valve DV-5 Riser Check Valve Model CV-1 FR NOTE: 1-1/2 inch (DN40) risers utilize a 2 inch (DN50) Model C V-i FR Riser Check Valve connected to the 1-1/2 inch (DN40) DV-5 Deluge Valve by a 2 x 1-1/2 inch Figure 716 Reducing Coupling. Valve Trim The Supervised Single Interlock Pre- action System with Electric Actuation Trim (Fig. 3A or 3B) forms a part of the laboratory listings and approvals. The trim is necessary for proper operation of the DV-5 Valve. Each package of trim includes the fol- lowing items: Water Supply Pressure Gauge Diaphragm Chamber Pressure Gauge Diaphragm Chamber Connections Manual Control Station Main Drain Valve System Drain Valve Alarm Test Valve Automatic Drain Valve System Air Pressure Gauge Air Supply Connections Low Air Pressure Supervisory Switch Waterflow Pressure Alarm Switch (PSi 0-2) The following items are included in the Pre-trimmed Valve Assembly and can be ordered separately for the valve trim: Model BFV-N Butterfly Valve Figure 577 Grooved Coupling To ease field assembly of the trim ar- rangement, the trim components are provided partially assembled as shown in Figure 3B. The trim arrangement is provided with galvanized or black nipples and fittings. The galvanized trim is intended for non-corrosive or corrosive conditions, whereas the black trim is principally in- tended for use with AFFF systems. NOTE: When the system pressure is greater than 175 psi (12,1 bar), provi- sion is to be made to replace the stan- dard order 300 psi (20,7 bar) Water Pressure Gauges, shown in Figure 3A or 38 with separately ordered 600 psi (41,4 bar) Water Pressure Gauges. Detection System In order for a single interlock preaction system to be hydraulically calculated as a wet pipe system, as opposed to a dry pipe sprinkler system, the detection system must be designed to operate sooner than the automatic sprinklers on the sprinkler piping. The Supervised Single Interlock Pre- action System with Electric Actuation Trim provides for electric operation of the DV-5 Valve by a detection system consisting of electrical devices such as heat sensitive thermostats, smoke de- tectors, and/or electric manual pull sta- tions. Information on the various types of separately ordered Solenoid Valves that may be used with this trim pack- age is given in Technical Data Sheet TFP2180. Nominal installation dimen- sions for the Supervised Single Inter- lock Preaction System with Electric Ac- tuation Trim are shown in Figure 4. NOTEs: Approval by Factory Mutual is contin- gent on the use of an FM Approved 24VDC Solenoid Valve (P/N 52-287-1- 024 or P/N 52-287-1-124). FM only ap- proves solenoid valves for use in non- hazardous locations. Consult with the authority having ju- risdiction regarding installation cri- teria pertaining to electric actuation circuitry. The Supervised Single Interlock Pre- action System with Electric Actuation Trim is provided with a Model ASV-1 Automatic Shut-Off Valve (Item 5 - Fig. 3A); consequently, the release circuit of the releasing panel need only pro- vide the standard ten minutes of alarm condition intended to energize the So- lenoid Valve. After the ten minute dura- tion, should the Solenoid Valve become de-energized and closed (especially while operating under battery back-up), the Automatic Shut-Off Valve will have already automatically closed thereby preventing the DV-5 Diaphragm Cham- ber from becoming re-pressurized and preventing an inadvertent closing of the DV-5 during a fire event. Continued on Page 10 TFPI 420 Page 5 of 14 NO. DESCRIPTION 01','. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge. . 2 92-343-1-005 2 1/4" Gauge Test Valve .................1 46-005-1-002 3 Model MC-1 Manual Control Station ......I 52-289-2-001 4 Model AD-1 Automatic Drain Valve .......1 02-793-2-004 Model ASV-1 Automatic Shut-Off Valve ... 1 92-343-1-021 6 Waterflow Pressure Alarm Switch, Model PSI 0-2....... ................. 1 25710 7 1/2" Ball Valve ..... . .................2 46-050-1-004 8 1/2" Spring Loaded Check Valve .........1 92-322-1-002 1/2" Y-Strainer ......................1 52-353-1-005 10 3/4" Swing Check Value................ 1 46-049-1-005 11 3/4" Angle Valve .....................1 46-048-1-005 12 Drip Funnel Connector................. 1 92-211-1-005 13 Drip Funnel Bracket ...................1 82-211-1-003 14 Drip Funnel .......................... I 92-343-1-007 15 3/32" Vent Fitting .....................1 92-032-1-002 16 1/4"x18" Tubing .....................1 CH 17 1/2" Tubing Connector.................1 CH 18 1/2"x12" Tubing .....................1 CH 19 1/4" Plug............................I CH 20 3/4" Plug ......... ............. ...... 1 CH 21 1/2" Union ........................... 5 CH 22 3/4" Union ........................... 1 CH 23 1/4" 90" Elbow ...... ... .............. I CM NO. DESCRIPTION 01'?. P/N 24 1/2" 90' Elbow .......................7 CH 25 3/4" 90" Elbow .......................1 CH 26 3/4" 01/2" 90" Elbow .................. 1 CH 27 1/2" Tee ............................3 CH 28 1/2"x1/4"x1/2" Tee..................3 CH 29 3/4" Tee ............................1 CH 30 3/4"x112"v3/4" Tee . ................. 2 CH 31 1/4" x Close Nipple .................... 2 CM 32 1/2" x Close Nipple ...................3 CM 33 1/2"x1-1/2" Nipple ...................Ii CH 34 1/2" 02" Nipple ......................1 CM 35 1/2"x2-1/2" Nipple ...................3 CM 36 1/2"x5" Nipple ......................2 CM 37 1/2"x7" Nipple ......................1 CM 38 Select Nipple per Table ................1 CM 39 Select Nipple per Table ................1 CM 40 3/4" x 1-1/2" Nipple ...................6 CH 41 3/4"x2"Nippin ......................1 CM 42 3/4" x4" Nipple ......................1 CM P1 250 pul/ 1750 kPa Air Pressure Gauge - . -. 1 92-343-1-012 P2 1/4" Gauge Test Valve .................1 46-005-1-002 P3 Low Air Pressure Alarm Switch, Model PS10-2 ........................ 1 25710 NO. DESCRIPTION 01'?. P/N P4 1/4" Pressure Relief Valve ..............1 92-343-1-019 P5 1/2" Swing Check Valve ................ 1 46-049-1-004 P6 1/2" Globe Valve .....................1 46-047-1-004 P7 3/4" Angle Valve ................. ..... I 46-048-1-007 P8 1/4" Plug............................3 CH P9 1/2" 0 1/4" Reducing Bushing ...........1 CM P10 1/2" Union...........................1 CM P11 112"90'Elbow .......................1 CH P12 1/2" Cross ...... .... ................. 1 CH P13 1/2"x1/2"x1/4" Tee .................. 1 CM P14 t"c3/4"vl/2"Tee ...................1 CM P15 1/4"n3" Nipple ......................1 CH P16 1/2"v1-1/2" Nipple ...................5 CM P17 1/2"02-1/2" Nipple, . ................. 1 CM P18 3/4"x1-1/2" Nipple ...................1 CM Pig 1"02" Nipple ........................I CH El Solenoid Valve Ordered Separately Refer to Per Data Sheet TFP2180 ...............1 Data Sheet 62 1/2" Tubing Connector.................1 CH E3 1/2" 024" Tubing .....................1 CH E4 1/2" 01-1/2" Nipple ...................1 CH COMPONENTS INCLUDED ONLY IN PRE-TRIMMED VALVE ASSEMBLIES: Al Model CV-1 FR Check Valve. 2" (DNSO) ... 1 59-590-1-020 A2 Butterfly Valve. Power Ball 300: 1-1/2"(DN40) ........................1 51024A 2"(DN50) ...........................I 51021A AS Figure 577 Coupling: 1-1/2"10N401 ........................1 57715ACP 2" ()N58) ...........................1 57720ACP A4 Coupling for 1-1/2' (DN40) DV-5: Figure 716 Reducing Coupling. 2" n 1-1/2. 1 7162015ES Coupling for 2" (DN50) DV-5: Figure577 Coupling, 2" ................1 57720ACP I Nipple I Select Appropriate Nipple Sizes I Number I I per DV-5 Deluge Valve Size 1 -1/2" (DN40) 2" (0N58) 38 I 112"xclose l/2"02" I 39 I 1/2"u5" I 112"n5-1/2" ] 28 30 20 L1 35 31 LOCATION 41 FOR OPTIONAL ELECTRICALLY SUPERVISED 33 N.O. ALARM CONTROL VALVE Pio 6 P16 Pi P 15 P12 26 T~I 16 40 P17 33 P18 P8 rAl- 4,0'T pig 14 29 PLUG 9, UNUSED .1 40 PORTS 40 40 10 P8 40 40 22 30 P8 24 11 42 35 fin 1. Supervised Single Interlock 21 6 El (ORDERED E3'4 SEPARATELY) 1 ) 4 E2 E4 36 21 32 21 33 27- 24 39 35 24 24 27 33 32 33 28 37 '3 0" 9 8 33 /5 21 PreaCtion Trim with Electric Actuation is comprised of 36 32 /34 Items 1-42 plus Items P1-P19 3 33 18 and Items E2-E4. Item El 33 31 33 17 ordered aeparaetly. Items 1'\ 28 2" (DN50) 24 24 Al -A4 included only in 23 31 GROOVE x GROOVE 21 pre-trimmed valve assemblies DV-5 DELUGE VALVE as applicable; otherwise SHOWN NOTES: ordered separately. 33 4, See Figure 2 of TFP1 305 for All Fittings and Nipples are Deluge Valve Port identification. galvanized (Standard Order). 7 5. Route all Tubing to Drip Funnel, CH: Common Hardware. Item 14. FIGURE 3A (1 0F3) 1-1/2 AND 2 INCH (DN40 AND DN50) DV-5 SUPERVISED SINGLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC ACTUATION TRIM EXPLODED VIEW TFPI42O Page 6 of 14 NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge.. 2 92-343-1-005 2 1/4 Gauge Test Valve -----------------1 46-005-1-002 3 Model MC-1 Manual Control Station ------1 52-289-2-001 4 Model AD-1 Automatic Drain Valve -------1 52-793-2-004 5 Model ASV-1 Automatic Shut-Oft Valve ... 1 92-343-1-021 6 Watertt ow Pressure PJarnr Switch, Model PS1O-2 ........................ 1 25710 7 1/2" Ball Valve .......................2 46-050-1-004 8 1/2" Spring Loaded Check Valve .........1 92-322-1-002 9 1/2" V-Strainer .......................1 52-353-1-005 10 3/4" Swing Check Valve----------------1 46-049-1 -SOS 11 1-1/4 Angle Valve ....................1 46-048-1-007 12 Drip Funnel Connector................. 1 92-211-1-005 - 13 Drip Funnel Bracket ...................1 92-211-1-003 14 Drip Funnel ..........................1 92-343-1-007 - 15 3/32" Vent Fitting .....................1 92-032-1-002 16 1/4 mg .....................1 CH 17 1/2" Tubing Connector.................1 OH P16 P4 P16 P13 P16 P11 P10 P5 P3 Pi 41 25 33 sr 6 P16 P9 P16 P15 P2 15 P12 27 4 (GREEN 16 P16 - P8 1 _14 2 NO. DESCRIPTION QTY. P/N 36 1/2" 04" Nipple ----------------------1 OH 37 112"x4-1/2" Nipple -------------------1 CH 38 1/2"x5" Nipple ......................1 OH 391/205-1/2" Nipple ...................I OH 40 1/2"07"Nipple. ......................2 CH 41 3/4"xl-1/2"Nipple -------------------5 CH 42 3/4" 02" Nipple ----------------------1 CM 43 1-1/4" 02" Nipple.....................1 CM 44 1-1/4" 04" Nipple---------------------1 CM P1 250 psi' 1750 kPu Air Pressure Gauge - -. - 1 92-343-1-012 P2 1/4" Gauge Test Valve -----------------1 46-005-1-002 P3 Low Air Pressure Alnrrn Switch, Model PS1O-2 ........................ 1 25710 P4 1/4" Pressure Relief Valve ..............1 92-343-1-019 P5 1/2" Swing Check Valve ................ 1 46-049-1-004 P6 1/2" Globe Valve .....................1 46-047-1-004 P7 1-1/4" Angle Valve ....................1 46-048-1-007 P8 1/4" Plug............................3 OH P9 1/2" a 1/4" Reducing Bushing ...........1 CM P10 1/2" Union ........................... 1 OH P11 1/2"90"Elbow .......................1 OH P12 1/2" Cross---------------------------1 OH P13 1/2"al/2"al/4" Tee. . ................ 1 OH P14 1-1/4"x1-1/4"x1/2"Tero ..............1 CM P15 1/4"x3"Nippla ......................I OH P16 1/2" 01-1/2" Nipple ...................8 CM P17 1-1/4 x2" Nipple---------------------1 OH P18 1-1/4" 03" Nipple.....................1 CM El Solenoid Valve Ordered Separately Refer to Per Data Sheet TFP2180 ---------------1 Data Sheet E2 1/2" Tubing Connector ................. I OH 03 1/2" u 24" Tubing .....................1 CM E4 1/2" n 1-1/2" Nipple ...................1 CM COMPONENTS INCLUDED ONLY IN PRE-TRIMMED VALVE ASSEMBLIES: Al Model CV-1 FR Check Valve, 3" (DN80) ... 1 59-590-1-030 A2 Medet BFV-N Butterfly Valve, 3" (DN90) ... 1 59300F030N A3 Figure 577 Coupling, 3" (DN80) 2 57730ACP NO. DESCRIPTION OTY P/N 18 1/2"x18"Tubing ---------------------1 CH 19 1/4" Plug ............................ 1 OH 20 3/4" Plug ........................ .... I OH 21 1/2 Union ......... .................. 5 OH 22 3/4" Union ........................... 1 OH 23 1/4'90* Elbow .......................1 OH 24 1/2" 98" Elbow .......................7 OH 25 3/4" a 1/2" 90" Elbow .................. I OH 26 1-1/4" 90" Elbow.. ....... . ............ 1 OH 27 1/2" Tee ----------------------------3 OH 28 1/2o1/4"xl/2"Tee-- ................ 3 CH 293/4" Tee ----------------------------1 OH 30 3/4"o1/2"53/4" Too .................. 2 CH 31 1/4" x Close Nipple .................. ..2 OH 32 1/2" o Close Nipple .................... 2 CH 33 1/2"n1-1/2" Nipple ...................13 OH 34 1/2"n2-1/2" Nipple -------------------1 CH 35 1/2"x3-1/2" Nipple ...................1 CM 30 13 20 P7 El P18 PLUG (ORDERED P14 UNUSED E3 SEPARATELY) PORTS 34 29 E2 E4 LOCATION 41 22 P8 - Al 39 21 33 21 42 FOR OPTIONAL 41 36 33 ELECTRICALLY 41 P8 27 SUPERVISED 33 10 0 24 40 N.O. ALARM 24 41 -"-- 24 24 CONTROL 30 A3 27 VALVE 33 33 33 26 28 7 43 44 40 11 ,- 5 33 3 -- - NOTES: 38 21 8 21 Supervised Single Interlock 19 2 AS 24 35 32 Preaction Trim with Electric - 18 Actuation is comprised of 37 A2 33 17 Items 1-44 plus Items P1-P18 33 24 24 and Items E2-E4. Item El 31 28 33 33 ordered separaetly. Items Al-A3 included only in 23 31 21 pre-trimmed Valve assemblies 3 (DN80) as applicable; otherwise GROOVE X GROOVE NOTES: ordered separately. DV-5 DELUGE VALVE 33 SHOWN 4. See Figure 2 of TFP1 305 for All Fittings and Nipples are Deluge Valve Port identification. galvanized (Standard Order). 7 5. Route all Tubing to Drip Funnel, CH: Common Hardware. Item 14. FIGURE 3A (2 OF 3) 3 INCH (DN80) DV-5 SUPERVISED SINGLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC ACTUATION TRIM EXPLODED VIEW TFPI 420 Page 7 of 14 NO. DESCRIPTION OTr'. P/N 1 300 psi! 2000 kPa Water Pressure Gauge. 2 1/4' Gauge Test Valve .................1 . 2 92-343-1-005 46-005-1-002 3 Model MC-1 Manual Control Station ......1 52-289-2-001 4 Model AD-1 Automatic Drain Valve .......1 52-793-2-004 5 Model ASV-1 Automatic Shut-ad Valve ... 1 92-343-1-021 6 Watertlow, Pressure Alarm Switch, Model P510-2. ..... .................. 1 25710 7 1/2" Ball Valve .......................2 46-050-1-004 8 1/2" Spring Loaded Check Valve .........I 92-322-1-002 1/2' V-Strainer .......................1 52-353-1-005 10 3/4" Swing Check Valve ........ ........I 46-049-1-005 ii Item No. Not Used 12 2 Angle Valve .......................1 46-048-1-009 13 Drip Funnel Connector.................1 92-211-1-005 14 Drip Funnel Bracket ...................1 92-211-1-003 15 Drip Funnel. ..... .................... 1 92-343-1-007 16 3/32" Vent Fitting .....................1 92-032-1-002 17 1/4" 024" Tubing .....................1 OH 18 1/2" Taking Connector. . . . . . . . . . . ...... 1 OH 19 t!2"024"Tubing .... ................. I OH 20 1/4" Plug ............................ 1 OH 21 3/4" Plug ...................... ......1 OH 22 1/2" Union ........................ ...5 OH 23 1"Union ............................1 OH 24 1!4 90" Elbow .......................I OH 25 1/2" 90" Elbow .......................7 CH 261!2"Too ............................3 OH 28 27 P14 21 17 LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE NO. DESCRIPTION DiV P/N 27 1!2'o1/4"x1!2" Tee .............. .... 3 CH 28 3!4"v1/2"03!4 Tee..................2 OH 29 1"a1!2"95"Elbow ...................1 OH 30 i"03!4"xl"Tee .....................1 OH 31 2" 90" Elbow.........................1 CU 32 1/4" 0 Close Nipple .................... 2 OH 33 1/2" s Close Nipple .................... 2 OH 34 1!2'x1-1/2" Nipple ...................10 OH 35 1/2" a 2-1/2" Nipple ...................2 CH 36 1!2'x3' Nipple ......................1 CH 37 1!2'x5' Nipple ......................2 CH 38 1/2" 06" Nipple ......................1 OH 39 1/2'x7' Nipple ......................2 CU 40 Select Nipple per Table ................1 CU 41 Select Nipple per Table ................1 CH 42 Select Nipple per Table ................1 OH 43 3/4'ol-1/2"Nipple ...................I OH 44 3/4' 02' Nipple ......................1 OH 45 Select Nipple per Table ................1 OH 46 l's Close Nipple .....................2 OH 47 I" 03" Nipple ........................1 CU 48 Item No. Not Used 49 2' 03" Nipple ........................2 OH P1 250 psi! 1750 kPa Air Pressure Gauge . . . . 1 92-343-1-012 P2 1/4" Gauge Test Valve .................1 46-005-1-002 P3 Low Air Pressure Alarm Switch, Model PSi 0-2........................1 25710 P6 P4 NO. DESCRIPTION QTY. P/N P4 1/4" Pressure Relict Valve ..............1 92-343-1-019 P5 1/2" Swing Check Valve................1 46-049-1-004 P6 1/2" Globe Valve .....................1 46-047-1-004 P7 2" Angle Valve .......................I 46-048-1-009 P8 1/4" Plug............................3 OH P9 1/2" o 1/4" Reducing Bashing ...........1 CH P10 1/2" Union ........................... 1 OH P11 1/2" 90" Elbow .......................1 OH P12 1/2" Cross........ ........ ........... I OH P13 1!2"o112's1/4' Tee .................. I CH Pt42'x2'xl/2"Tee .....................1 OH P15 1/4'x 3" Nipple ......................1 OH P16 1/2'x 1-1/2' Nipple ...................6 OH P17 2' 03' Nipple........................2 OH El Solenoid Valve Ordered Separately Refer Is Per Data Sheet TFP2180 ...............1 Data Sheet E2 1/2" Tubing Connector. ... ............. I OH E3 1/2" 024" Tubing .....................t OH 64 1/2"x1-1/2" Nipple ...................1 OH COMPONENTS INCLUDED ONLY IN PRE-TRIMMED VALVE ASSEMBLIES: Al Model CV-IFR Check Valve: 4' (DN105) ..........................1 59-590-1-040 6" (DN150) ..........................1 59-590-1-060 8' (DN200) ..........................1 59-690-1-080 A2 Model BFV-N Butterfly Valve: 4" (DN100) ..........................1 59300F040N 6"N150I .............. ............ I 59305F060N 8" (DN200) ............ .............. I 59300F085N A3 Figure 577 Coupling: 4 (DN100) ..........................2 57740A0P 6" (DN150) ..........................2 57765ACP a' (ON200) ..........................2 57780A0P Nipple No. Select Appropriate Nipple Sizes per DV-5 Deluge Valve Size 4" IDNI00I 6" (DN150) 8" (DN200) 40 l/2"02-1!2" 1!2"x5-1/2" 1/2"x8-1/2" 41 1/2"x2" 1!2"x3" 1!2'53-1!2" 42 1/2" 06-1/2" 1/2" 07-1/2" 1/2" 09" 45 3/4" 0 2-1/2" 3/4" 03-1/2" 3/4" 04-1/2" 27 P16 ij Pit __ 0 P10' 6 P16 P10 16 P16 (GREEN P12 ) TINT) 17 P16 _,qWVb_ P13 i6 110~1 _P3 Pi 46 29 26 13 W), PLUG UNUSED P17 PORTS —30 23 P8 4 15 14 43 1 F1, P11 10 46 IN 45 47 us -_ 40 fa'-% 31 fl 9 49 5 12 8 (ORDERED E3 ':_ El ---' SEPARATELY) 11~ E4 38 22 41 22 34 26 35 25 34 NOTES: 39 9 Supervised Single Interlock Preaction Trim with Electric 33 25 Actuation is comprised of 2:2 A3 :: Items 1-49 plus Items P1-P17 A2 _-34 25 34 18 25 and Items E2-E4. Item El -34 34 ordered separaetly. Items 32 ó22 Al -A3 included only in pre-trlmmed valve assemblies 24 32 as applicable; otherwise NOTES: ordered separately. GROOVE X GROOVE 34 4. See Figure 2 of TFP1 305 for All Fittings and Nipples are DV-5 DELUGE VALVE " I I-. L 11 Deluge Valve Port identification. N \) galvanized (Standard Order). SHOW 7 5. Route all Tubing to Drip Funnel, CH: Common Hardware. Item 15. FIGURE 3A (3 OF 3) 4,6, AND 8 INCH (DNIOO, DNI50 AND DN200) DV-5 SUPERVISED SINGLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC ACTUATION TRIM EXPLODED VIEW TFPI42O Page 8 of 14 NOTES: Use only 2' (DN50) Model CV-1 FR Riser Check Valve in 1-1/2 (DN40) and 2 (DN50) assemblies. Use CV-1 FR Valve size equal to mating DV-5 Valve in larger assemblies. Nipples 1-4 vary in length relative to DV-5 size. Select per table. All other nipples packed unassembled shall be installed per appropriate trim exploded view, Figure 3A Part 1, 2, or 3. Install subassemblies in alphabetical order. See Figure 2 of TFP1 305 for Deluge Valve Port identification. Route all Tubing to Drip Funnel. Nipple Select Appropriate Nipple Sizes per DV-5 Deluge Valve Size _ Number 1-1/2 (DN4O) 2 (DN50) 3 (DN80) 4" (DN100) 6' (DN150) 8' (DN200) 1 1/2 xClose 1/2 x2' 1/2 xl-1/2" 1/2' x2-1/2' 1/2" x5-1/2' 1/2 x8-1/2' 2 1/2'xClose 1/2xClose 1/2' xl-1/2" 1/2x2" 1/2"x3 1/2"x3-1/2' 3 1/2" x5" 1/2' x5-1/2' 1/2' x7' 1/2' x6-1/2' 1/2" x7-1/2" 1/2 x9' 4 3/4"x1-1/2' 3/4"x1-1/2' 3/4' xl-1/2' 3/4"x2-1/2" 3/4' x3-1/2' 3/4"x4-1/2" System Main Drain Size 3/4' NPT 3/4 NPT 1-1/4' NPT 2" NPT 2' NPT 2 NPT Main Drain Size 3/4' NPT 3/4 NPT 1-1/4' NPT 2" NPT 2' NPT 2 NPT VENT FITTING SYSTEM LOW AIR (GREEN TINT) AIR SUPPLY PRESSURE CONTROL VALVE ALARM SWITCH WATERFLOW (NORMALLY PRESSURE OPEN) 1/2 INCH NPT ALARM SWITCH CONNECTION 3/4 INCH NPT AUTOMATIC DRIP FUNNEL FOR SYSTEM CONNECTION FOR DRAIN WITH 1-1/4 oo AIR SUPPLY SOLENOID VALVE, WATER MOTOR B VALVE INCH NPT ORDERED SEPARATELY 1/2 INCH ALARM NIPPLE CONNECTION SYSTEM (NORMALLY CLOSED) CONDUIT LOCATION 4 TO DRAIN AIR SUPPLY PRESSURE CONNECTION FOR ELECTRIC / PLUG GAUGE DETECTION" F OR OPTIONAL F ELECTRICALLY UNUSED SUPERVISED SYSTEM PORTS " RISER N.C. ALARM MAIN DRAIN CHECK VALVE NIPPLE CONTROL CONNECTION (NOTE 1) VALVE (SIZED PER TABLE) NIPPLE SYSTEM MAIN AUTOMATIC NIPPLE 3 1 DRAIN VALVE (NORMALLY SHUT-OFFUT-OFF VALVE MAIN CLOSED) DIAPHRAGM DRAIN VALVE OPEN) CHAMBER (NORMALLY E PRESSURE PGAUGE CLOSED) ALARM TEST VALVE A (NORMALLY 0 MANUAL CLOSED) D CONTROL 0 STATION SYSTEM DIAPHRAGM WATER c 4' (DN100) CHAMBER SUPPLY SUPPLY FLANGE x GROOVE CONTROL VALVE PRESSURE DV-5 DELUGE (NORMALLY GAUGE MAIN DRAIN VALVE SHOWN 1/2 INCH NPT OPEN) CONNECTION CONNECTION FROM (SIZED PER TABLE) WATER SUPPLY FIGURE 3B 1-1/2 THRU 8 INCH (DN40 THRU DN200) DV-5 SUPERVISED SINGLE INTERLOCK PREACTION WITH ELECTRIC ACTUATION TRIM OPERATIONAL COMPONENTS SEMI-PREASSEMBLED TRIM EXPLODED ARRANGEMENT TFPI42O Page 9 of 14 Valve Nominal Installation Dimensions in Inches and (mm) Size A B C D E F G H J K L M N 1-1/2 7.00 8.88 13.00 10.50 20.50 4.00 5.81 5.81 3.00 7.00 4.00 14.81 4.02 (DN40) (177,8) (225,4) (330,2) (266,7) (520,7) (101,6) (147,6) (147,6) (76,2) (177,8) (101,6) (376,2) (102,1) 2' 7.13 9.13 13.00 10.50 21.06 3.13 6.00 6.00 3.00 7.00 3.13 15.38 4.09 (DN50) (181,0) (231,8) (330,2) (266,7) (535,0) (79,4) (152,4) (152,4) (76,2) (177,8) (79,4) (390,5) (103,9) 3" 7.81 10.44 14.50 10.50 25.00 1.69 6.69 6.69 4.25 7.00 0.25 21.13 3.85 (DN80) (198,4) (265,1) (368,3) (266,7) (635,0) (42,9) (170,0) (170,0) (108,0) (177,8) (6,4) (536,6) (98,0) 4' 10.00 11.75 17.88 10.50 29.13 1.75 6.50 8.56 6.25 7.13 0.38 25.38 4.56 (DN100) (254,0) (298,5) (454,0) (266,7) (739,8) (44,5) (165,1) (217,5) (158,8) (181,0) (9,5) (644,5) (116,0) 6" 11.38 14.31 18.75 10.50 31.94 3.50 7.88 9.94 6.25 7.13 1.56 29.63 5.86 (DN150) (289,0) (363,5) (476,3) (266,7) (811,2) (88,9) (200,0) (252,4) (158,8) (181,0) (39,7) (752,5) (149,0) 8" 12.00 16.00 21.25 10.50 36.75 1.75 10.75 10.63 6.25 7.13 7.13 36.50 5.26 (DN200) (304,8) (406,4) (539,8) (266,7) (933,5) (44,5) (273,1) (269,9) (158,8) (181,0) (181,0) (927,1) (134,0) * MINIMUM CLEARANCE. A* B - - C D'-- ci E* P1L 1f H I I I M P-d1 F\I fl6/ I ' IIot ('rI Ifc) 'I L 1 }oXff II o) I K LEFT VIEW FRONT VIEW FIGURE 4 1-1/2 THRU 8 INCH (DN4O THRU DN200) DV-5 SUPERVISED SINGLE INTERLOCK PREACTION WITH ELECTRIC ACTUATION TRIM NOMINAL INSTALLATION DIMENSIONS TFPI 420 Page 10 of 14 System Air Pressure Requirements The supervisory air (nitrogen) pressure is to be 10 ± 2 psi (0,69 plus or minus 0,07 bar). The use of a higher supervi- sory pressure is subject to approval by the authority having jurisdiction, and it should be understood that the use of a higher supervisory pressure may in- crease water delivery time. The use of a lower supervisory pressure may pre- vent clearing the alarm of the Supervi- sory Low Pressure Alarm Switch (Item P3 - Fig. 3A), which is factory set to alarm at 5 ± 1 psi (0,34 ± 0,07 bar) on decreasing pressure. The supervisory air supply pressure of 10 ± 2 psi (0,69 ± 0,07 bar) can be provided by any of the following methods. Refer to the ap- plicable data sheet for laboratory ap- proval information. Model G16AC812 (self contained) Automatic Supervisory Air Supply described in Technical Data Sheet TFP1 620. A maximum 200 psi (13,8 bar) plant air supply in combination with the Model AMD-1 Air Maintenance De- vice described in Technical Data Sheet TFP1221. A maximum 3000 psi (206,9 bar) ni- trogen cylinder in combination with the Model AMD-3 Nitrogen Mainte- nance Device described in Technical Data Sheet TFP1241. NOTE: The dew point of the air or ni- trogen supply for a system exposed to freezing conditions must be maintained below the lowest ambient temperature to which the system piping will be ex- posed. Introduction of moisture into the system piping can create ice build- up that could prevent proper operation of the system. The Supervisory Low Pressure Alarm Switch (Item P3 - Fig. 3A) is factory set at 5 ± 1 psi (0,34 ± 0,07 bar) on de- creasing pressure. The Pressure Relief Valve (Item P4- Fig. 3A) is factory set to fully open at 25 ± 2 psi (1,72 ± 0,14 bar) and it begins to crack open at a pres- sure of about 18 psi (1,24 bar). Friction Loss The nominal pressure loss versus flow data for the DV-5 Deluge Valve plus Riser Check Valve is provided in Graph A. Installation General Instructions Proper operation of the DV-5 Deluge Valve depends upon its trim being in- stalled in accordance with the instruc- tions given in this technical data sheet. Failure to follow the appropriate trim diagram may prevent the DV-5 Valve from functioning properly, as well as void listings, approvals, and the manu- facturer's warranties. 1-1/2 inch (DN40) risers utilize a 2 inch (DN50) Riser Check Valve in combina- tion with the 1-1/2 inch (DN40) DV-5 Deluge Valve. The DV-5 Valve must be installed in a readily visible and accessible location. The DV-5 Valve associated trim must be maintained at a minimum tempera- ture of 40°F (4°C). Heat tracing of the DV-5 Valve or its associated trim is not permitted. Heat tracing can result in the formation of hardened mineral deposits that are ca- pable of preventing proper operation. The DV-5 Deluge Valve is to be in- stalled in accordance with the follow- ing criteria: Step 1. All nipples, fittings, and de- vices must be clean and free of scale and burrs before installation. Use pipe thread sealant sparingly on male pipe threads only. Step 2. The DV-5 Valve must be trimmed in accordance with Figure 3A or 3B. Step 3. Care must be taken to ensure that check valves, strainers, globe valves, etc. are installed with the flow arrows in the proper direction. Step 4. Drain tubing to the Drip Funnel must be installed with smooth bends that will not restrict flow. Step 5. The main drain and Drip Funnel drain may be interconnected provided a check valve is located at least 12 inches (300 mm) below the Drip Funnel. Step 6. Suitable provision must be made for disposal of drain water. Drain- age water must be directed such that it will not cause accidental damage to property or danger to persons. Step 7. Connect the Diaphragm Cham- ber Supply Control Valve to the inlet side of the system's Main Control Valve in order to facilitate setting of the DV-5 Valve (Ref. Figure 4). Step 8. Unused pressure alarm switch connections must be plugged. Step 9. A suitable automatic supervi- sory air (nitrogen) supply, as described in the Technical Data section, is to be installed in accordance with the appli- cable technical data sheet and set for 10 ± 2 psi (0,69 ± 0,14 bar). Step 10. A desiccant dryer, when re- quired for the supervisory air supply, is to be installed between a drip leg and the Model AMD-1 Air Maintenance De- vice or between the Model G16AC812 Automatic Supervisory Air Supply and the Preaction Trim. Step 11. The Supervisory Low Pres- sure Alarm Switch is to be wired to the supervisory alarm initiating circuit of an alarm panel. Step 12. Conduit and electrical con- nections are to be made in accordance with the requirements of the authority having jurisdiction and/or the National Electric Code. Step 13. Before a system hydrostatic test is performed in accordance with NFPA 13 system acceptance test re- quirements, the DV-5 Diaphragm Chamber is to be depressurized; the Automatic Drain Valve (Item 4, Fig. 3A) is to be temporarily replaced with a 1/2 inch NPT plug, the 3/32 inch Vent Fit- ting (16 - Fig. 3A) is to be temporarily replaced with a 1/4 inch NPT plug, and the Diaphragm Cover Bolts must be uniformly and securely tightened using a cross-draw sequence. After tighten- ing, double-check to make certain that all of the Diaphragm Cover Bolts are securely tightened. Valve Setting Procedure Steps 1 through 12 are to be performed when initially setting the DV-5 Deluge Valve after an operational test of the fire protection system, or, after system operation due to a fire. Step 1. Close the Main Control Valve. Step 2. Close the Diaphragm Cham- ber Supply Control Valve, the Dry Pilot Line Air Supply Control Valve, and the Supervisory Air Supply Control Valve. Step 3. Open the Main Drain Valve, System Drain Valve, and all auxiliary drains in the system. Close the System Drain Valve and auxiliary drain valves after water ceases to discharge. Leave the Main Drain Valve open. Step 4. Depress the plunger of the Au- tomatic Drain Valve to verify that it is open and that the DV-5 Valve is com- pletely drained. Continued on Page 12 TFPI 420 Page 11 of 14 1Il Y[UIl() '•I ii .i• Ills 'ill Ill •isl •si sIll ...I.II1UIIIIIiI1LI u.ii.....uua.....u..r...ra.uuuiuu.uuuuuuuu.au.uu.ui1•••.u.uu.v..0 MINI MMMWMMEM N NUNN IiIiIiIiIiIiiIii•IIAiIWIUIIiIIiUIiIiiiiiiUUIIII4iUUUUIIiiiI!iIi•I NOMMM , .1 • loom I "'m 00 millimmmmomomm Moon %A11111010=10 00111 ME ME- IFA NO- MOM= , • s . I' IIHU•••IIIA1•U••••U••UUIINIIJiIi••A•••UU•••••UUUI••••I i I munmen. fl ..UMMOM flH••UUUUHVIUI••••UUflhlIUiIHhIIUiiIIIII••UIIiiIl••UUVA ..a....••.n .....ONE p. ••uuu • .uu ...I.____. MOMMIMMM FA IIIla...uw Ed FAMOMMMS .•U• ' .UUUU•uuuIVI U•IllUI••UU W4••U on =0•U•M•••••UWA MENCIAMMO • 5 Il • • 111 uuuui•••u•r•uw•.u..... IIUII••U••VA•••U•U• ommonAMENNEENsommom ' ••• .i lIUSm SO SO no U•• WWI ••• MOW • • a uiiiu••••uuw•••u•uuu• 4•• ••• ' IL .i.ii..ii...•iiui•••,uiuuri 1, .•u••••uiu• •• g...••i........,.....uurAu.... s • • 1111111 ..iii•ra...i.......uuu..wai AU• 1111111 uiu.uiiu.utuuuuuuuuu•uuau OFAMEMENERNMENEEN • iIiiii•Ii!iiUII•UIUUiU!AUi iiiiiruiuiuu••uuuiuiii•riuii !iuIuIuIIIuu.r....ud.uu...u. iiuiuiuiiu..i.....uiuui..... • uup•••u•••••••w4•••wA•uuu•uuuuIIuur4••• MIN • • • I!llI•PU••Ul••••••Ur••uwuUUUuIIIIIlW4•••U i ,......___.. uuuuuuuuuuu•uuuiuwu••uuruuuuuuuuuiuuuumuiuuu IIUUUUUIII•UUUUUUdUi•UUV•U.IUIUiI.III.II•4.•U •••.•.u.... mommosommmsm v....u.u..... II!il.I..IIII....U.r4IIIU..UIUIIIIIIIIIIIIViUUU • !ilhIUUIUUIIIUUUV4lIUIUW1UIIIIUIIIIIIIIIW1IIII .UUUiuUuU.UUUi!A' s s; t.Uuilil•u•••uuu•WUUu•uri••uu••uuuuuPuIIII••••uvuu••uuuuuu••• uu•uu • uuni••u••uu•uuu•ru••••u•••uuuuuuuuuuu•••uiuu••u• MOM 0 MEMO 'AMC .. .: .1.0 .1.1.0.101CFACE MUCCE21100110o EMM ••• cc nonsonnoor flfl fl•••••••M•S••u•fl•n ••• 000 u.monII-MIS ......r---.u...----!A..•.•..l..uplll--..•...----....•u----- IsIs ______•' approx mateS I loss, based on the e%azen and A II S II I I TFPI 420 Page 12 of 14 Step 5. Clean the Strainer in the Dia- phragm Chamber Supply connection by removing the clean-out plug and strainer basket. The Strainer may be flushed out by momentarily opening the Diaphragm Chamber Supply Con- trol Valve. Step 6. Reset the actuation system. Manual Actuation - Push the operat- ing lever up; however, do not close the hinged cover at this time. Electric Actuation - Reset the electric detection system in accordance with the manufacturer's instructions to de- energize the Solenoid Valve. Step 7. Open the Diaphragm Chamber Supply Control Valve and allow time for full pressure to build up in the Dia- phragm Chamber. Step 8. Operate (open) the Manu- al Control Station to vent trapped air from the Diaphragm Chamber. If nec- essary, first open the hinged cover, and then fully pull down on the operating lever. Slowly close the operating lever by pushing it up after aerated water ceases to discharge from the Manual Control Station drain tubing. Close the hinged cover and insert a new break rod in the small hole through the top of the enclosing box. Step 9. Inspect the drain connections from the Manual Control Station and Solenoid Valve. Any leaks must be cor- rected before proceeding to the next step. Step 10. Verify the ability for the DV-5 Diaphragm to hold pressure as follows: With the diaphragm chamber pres- surized per Step 8, temporarily close the Diaphragm Chamber Sup- ply Control Valve, and then monitor the Diaphragm Chamber Pressure Gauge for a drop in pressure. If a drop in pressure is noted, the DV-5 Diaphragm is to be replaced and/or any leaks must be corrected before proceeding to the next step. If the Diaphragm Chamber Pressure Gauge does not indicate a drop in pressure, re-open the Diaphragm Chamber Supply Control Valve and proceed to the next step. Step 11. Replace operated automatic sprinklers on the system piping and then open the Supervisory Air Supply Control Valve and allow the system to automatically re-establish its nominal air pressure of 10 psi (0,68 bar). Ob- serve the Automatic Drain Valve for leaks. If there are leaks, determine/cor- rect the cause of the leakage problem within the Riser Check Valve. NOTE: In order to prevent the pos- sibility of a subsequent operation of an over-heated solder type automat- ic sprinkler, any solder type automat- ic sprinklers that were possibly ex- posed to a temperature greater than their maximum rated ambient must be replaced. Step 12. Slowly open the Main Con- trol Valve. Close the Main Drain Valve as soon as water discharges from the drain connection. Observe the Auto- matic Drain Valve for leaks. If there are leaks, determine/correct the cause of the leakage problem. If there are no leaks, the DV-5 Valve is ready to be placed in service and the Main Control Valve must then be fully opened. NOTES: When the Main Control Valve is opened, the pressure on the Dia- phragm Chamber may increase. This increase in pressure is normal. If the pressure is greater than 250 psi (17,2 bar), the pressure is to be relieved by partially and temporarily opening the Manual Control Station; however, do not allow the pressure as indicated on the Diaphragm Chamber Pressure Gauge to drop below the supply pres- sure shown on the Water Supply Pres- sure Gauge since this action may result in tripping of the DV-5 Valve. After setting a fire protection system, notify the proper authorities and advise those responsible for monitoring pro- prietary and/or central station alarms. Care and Maintenance The following procedures and inspec- tions must be performed in accor- dance with this section, in addition to any specific requirements of the NFPA, and any impairment must be immedi- ately corrected. 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 systems must first be obtained from the proper au- thorities and all personnel who may be affected by this action must be notified. The owner is responsible for the in- spection, 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. 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. NOTICE Some of the procedures outlined in this section will result in operation of the associated alarms. Consequently, notification must first be given to the owner and the fire department, central station, or other signal station to which the alarms are connected. Annual Operation Test Procedure Proper operation of the DV-5 Valve (i.e., opening of the DV-5 Valve as during a fire condition) must be verified at least once a year as follows: Step 1. If water must be prevented from flowing beyond the riser, perform the following steps. Close the Main Control Valve. Open the Main Drain Valve. Open the Main Control Valve one turn beyond the position at which water just begins to flow from the Main Drain Valve. Close the Main Drain Valve. Step 2. Test the Deluge Valve Releas- ing Panel in accordance with the man- ufacturer's instructions to energize the Solenoid Valve. NOTE: Be prepared to quickly perform Steps 3, 4, and 5 if water must be pre- vented from flowing beyond the riser. Step 3. Verify that the DV-5 Valve has tripped, as indicated by the flow of wa- ter into the system. Step 4. Close the system's Main Con- trol Valve. Step 5. Close the Diaphragm Cham- ber Supply Control Valve, the Dry Pilot Line Air Supply Control Valve, and the Supervisory Air Supply Control Valve. Step 6. Reset the DV-5 Deluge Valve in accordance with the Valve Setting Procedure. Quarterly Waterflow Alarm Test Procedure Testing of the system waterflow alarms must be performed quarterly. To test the waterflow alarm, open the Alarm Test Valve, which will allow a flow of water to the Pressure Alarm Switch and/or Water Motor Alarm. Upon sat- isfactory completion of the test, close the Alarm Test Valve. TFPI 420 Page 13 of 14 Quarterly Supervisory Low Pressure Alarm Test Procedure Proper operation of the Supervisory Low Pressure Alarm Switch must be performed quarterly as follows: Step 1. Crack open the System Main Drain Valve for the Riser Check Valve (Item P7, Figure 3A) to slowly relieve su- pervisory air pressure from the system. Verify that the Supervisory Low Pres- sure Alarm Switch is operational and that the low pressure set point is ap- proximately 5 psi (0,34 bar). Step 2. Close the System Main Drain Valve (Item P7, Figure 3A) and allow the system supervisory pressure of 10 ± 2 psi (0,69 ± 0,14 bar) to be automatical- ly re-established. The Supervisory Low Pressure Alarm Switch should return to its "normal" condition. Pressure Relief Valve Maintenance Over-pressurization of the system pip- ing with air will result in the opening of the Pressure Relief Valve (Item P4, Fig. 3A). If the Relief Valve continues to bleed air after the system pressure has been reduced to its normal su- pervisory pressure range of 10 ± 2 psi (0,69 ± 0,14 bar), most likely debris has become lodged in the seating area. To help clean the seating area, slowly pull up on the ring at the top of the Relief Valve to allow a full flow of air through the Relief Valve, and then release the ring to allow the Relief Valve to snap closed. Repeat the cleaning procedure as necessary. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure The DV-5 Deluge Valve with Single In- terlock Preaction Electric Actuation trim can be ordered pre-trimmed or non-assembled as separate items. For non-assembled the following items must be ordered separately: DV-5 Deluge Valve CF-1 FR Riser Check Valve Couplings Single Interlock Preaction Electric Actuation Trim, Semi-Preassembled Supervisory Air Supply Dry Pilot Air Supply Accessories NOTE: 1-1/2 inch (DN40) risers utilize a 2 inch (DN50) Model C V-i FR Riser Check Valve connected to the 1-1/2 inch (DN40) DV-5 Deluge Valve by a 2 x 1-1/2 inch Figure 716 Reducing Coupling. Replacement Trim Parts Specify: (description) for use with DV-5 Deluge Valve, P/N (see Figure 3A) Deluge Valve (Select One) P/Ns are for American Standard Groove x Groove Connections, and Threaded Ports. For other configu- rations refer to Technical Data Sheet TFP1 305. Specify: (size) DV-5 Groove x Groove Deluge Valve, P/N (specify): 1-1/2 Inch .................P/N 52-477-1-919 2 Inch ....................P/N 52-477-1-910 3 Inch ....................P/N 52-477-1-912 4 Inch ....................P/N 52-477-1-913 6 Inch ....................P/N 52-477-1-915 8 Inch ....................P/N 52-477-1-916 Riser Check Valve (Select One) P/Ns are for American Standard Grooved Connections. For other con- figurations refer to Technical Data Sheet TFP950 for the Groove x Groove Model CV-1FR Riser Check Valve. Specify: (size), Model CV-1 FR Groove x Groove Riser Check Valve, P/N (specify): 2 Inch ...................P/N 59-590-1-020 3 Inch ...................P/N 59-590-1-030 4 Inch ...................P/N 59-590-1 -040 6 Inch ...................P/N 59-590-1-060 8 Inch ...................P/N 59-590-1-080 NOTE: For 1-1/2 inch (DN40) risers, use the 2 inch (DN50) Riser Check Valve. Coupling (Select One) P/Ns are for American Standard Grooved Connections. For other con- figurations and finishes refer to Tech- nical Data Sheet TFP1830 orTFPi880. A coupling to attach the Riser Check Valve to the outlet of the Deluge Valve must be separately ordered. Specify: (Size), (Figure #), painted, (description), P/N (specify). For 1-1/2 inch risers, or- der an additional Reducing Coupling for the outlet of the 2 inch Riser Check Valve. 2 x 1-1/2 Inch Figure 716 Painted Reducing Coupling.... P/N 7162015ES 2 Inch Figure 772 Painted Rigid Coupling ........P/N 77220ASC 3 Inch Figure 772 Painted Rigid Coupling ........P/N 77230ASC 4 Inch Figure 772 Painted Rigid Coupling ........P/N 77240ASC 6 Inch Figure 772 Painted Rigid Coupling ........P/N 77260ASC 8 Inch Figure 772 Painted Rigid Coupling ........P/N 77280ASC Preaction Trim (Select One) Specify: (Size and finish - galvanized is standard) Semi-Preassembled Su- pervised Single Interlock Preaction System With Electric Actuation Trim for DV-5 Deluge Valves, P/N (specify): 1-1/2 & 2 Inch Galvanized . . . P/N 52-478-2-119 1-1/2 &2 Inch Black.........P/N 52-478-1-119 3 Inch Galvanized ..........P/N 52-478-2-116 3 Inch Black ...............P/N 52-478-1-116 4, 6 & 8 Inch Galvanized .....P/N 52-478-2-113 4, 6 & 8 Inch Black ..........P/N 52-478-1-113 Supervisory Air Supply (Select One) A device capable of maintaining a nom- inal system air or nitrogen pressure of nominal 10 psi (0,69 bar) must be sepa- rately ordered. Specify: (Model and de- scription), P/N (specify): Model AMD-1 Air Maintenance Device (TFP1221) ..........P/N 52-324-2-002 Model AMD-3 Nitrogen Maintenance Device (TFP1241) ..........P/N 52-328-2-001 Model G16AC812 Automatic Supervisory Air Supply (TFP1620) .......P/N 52-150-1-001 Solenoid Valve (Select One) A Solenoid Valve compatible with the anticipated maximum water supply pressure must be ordered separately. Refer to Technical Data Sheet TFP2180 for other voltage ratings and NEMA classifications. Specify: 24 VDC, NEMA 2, 4, and 4X, (specify 175 or 250 psi) Solenoid Valve, P/N (specify): 175 psi ...................P/N 52-287-1-024 250 psi ...................P/N 52-287-1-124 Pre-Trimmed DV-5 Assembly with Butterfly Valve Specify: (size), G x G End Connection, Pre-Trimmed DV-5 Assembly with But- terfly Valve, P/N (specify): 1-1/2 Inch G x G ...........P/N 52-916-0-1AP 2 Inch G x G ..............P/N 52-926-0-1AP 3 Inch G X G..............P/N 52-936-0-1AP 4 Inch G x G ..............P/N 52-946-0-1AP 6 Inch G x G ..............P/N 52-966-0-1AP 8 Inch G x G ..............P/N 52-986-0-1AP Pre-Trimmed DV-5 Assembly without Butterfly Valve Specify: (specify size), (specify) End Connection, Pre-trimmed DV-5 As- sembly without Butterfly Valve, P/N (specify): 3 Inch F x G ..............P/N 52-936-2-1AP 4 Inch F x G ..............P/N 52-946-2-1AP 6 Inch F x G ..............P/N 52-966-2-1AP 8 Inch F x G ..............P/N 52-986-2-1AP Accessories (As Needed) Specify: (description), P/N (specify): 600 psi Water Pressure Gauge...................P/N 92-343-1-004 Model WMA-1 Water Motor Alarm (TFP921)...........P/N 52-630-1-001P TFP142O Page 14 of 14 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tymm Fire Protection Products >. 2 CL 2 11 El w m I- w (I) 0 0 2 -J -I m o ull Moose Tube® is a customer focused, LO 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.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 2 3 Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. r <9> I APPROVED hc] 4;ONM 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 Tubes reserves the right to change product specifications without notice and without incurring obligation. c®us LISTED <> APPROVED A', 0 NM NFPA. SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 1-1/4 1L _ 1660 - 1442 1L 9TijLi ii lbs/ft 1[ 2518 L 61 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 3.053 61 2 J 2 375 i57 627 ]F64 lbs/ft - 4223 37 - 2.875 2.635 4.92 3.53 lbs/ft - 5.893 30 3 3500 [ 32601[ 354 J 16s/ft1 4 - 4.500 4.260 2.50 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR WEIGHT/FT WEIGHT - SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 1174 r 1.66b 1J86 r 122ibs/ft _T°9 1§18 1-1/2 1.900 -- 1.610 1.00 2.72 lbs/ft 3.602 1 2.375 2067j[ 100 V 3.66 lbs/ft 1 5.114 21/2* 2.875 2.468 1.00 5.80 lbs/ft 7.875 L 3* JL 3soo L 3068 JL1I 00 7 58 s/ft 110.783 4* 4.500 - 4.026 - 1.00 10.80 lbs/ft 16.316 *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. A (® For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grande, AZ Dallas,TX Masurt OH BULL. MODBU TUECCMPANV 63017 Bull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM A123 standards. All products are stencilled to meet FM & UL specifications. 70 51 44 30 30 19 19 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 7.0). GL SPECIFICATIONS NPS NOM ID UL THREADED CRR GL GL Sch:dulo GI. r Schedule Mega [_Nomlnal L Pcs /Lift 40 Thread 1 1.103 1.049 061 1.00 1.00 1.370 91 1Ya 1.448 1.380 0.39 1.00 1.00 1.761 61 11/2 1.688 1.610 0.31 1.00 1.00 2.033 61 2 2.153 2.067 0.25 1.00 1.00 2.686 37 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). (9 C& APPROVED FM Approved and Fully Listed Sprinkler Pipe Wheatland Tubes MLT and GL steel fire sprinkler pipe are FM Approved for wet systems and are UL® and C-UL Listed and FM Approved for wet, dry and preaction deluge systems. Approvals and Specifications Both products meet or exceed the following standards: ASTM A795, Type E, Grade A for fire sprinkler applications up to 300 psi working pressure Threaded and welded fittings are approved in accordance with NFPA® 13 Manufacturing Protocols MLT and GL are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings MLT, like all Wheatland black steel fire sprinkler pipe, receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. GL has a galvanized OD and is readily paintable. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. MLT SPECIFICATIONS NPS NOM ID - -- 1I MLT 1r Schedule 40 if 1 1.103 1.049 1% 1.448 1.380 1'/2 1.688 1.610 2 2.153 2.067 ULTHREADED CRR MLT Schedule Mega Nominal 1 MLT 40 j{ Thread wt./ft. Pcs./Lift 0.61 1.00 1.00 1.370 91 0.39 1.00 1.00 1.761 61 0.31 1.00 1.00 2.033 61 0.25 1.00 1.00 2.686 37 PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: L MLT LI GL WFS-012318 700 South Dock Street infowheatland.com Sharon, PA 16146 wheatland.com P 800.257.8182 Follow us on Twitter: = 71A 71C lfltr, t Wheatland Tube A DIVISION OFZEKEU1AN INDUSTRIES 05 o8 - a, c LI_i C Li_i = = C. In 111 cc C TO E FIGURE I1.Is ELBOW Nominal Center I Approx. Size to End Wt. Ea. In1LtN(mm) In1mm /R./MM LbsJKg 2 2.375 2% 1.7 50 60.3 70 0.8 21/2 2.875 3 2.6 65 73.0 76 1.2 3 3.500 3% 3.5 80 58.9 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 6/8 25.6 200 219.1 175 11.6 All are Ductile Iron. C TO E C TOE '' =1 C FIGURE 7460 II Nominal O.D. Center Approx. Size to End Wt. Ea. -- /n./DN(rnm) InJmm In1mm LbsiKg 2 2.375 2% 2.5 50 60.3 70 1.1 21/2 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 61/a 35.2 200 219.1 175 16.0 Il are Uuctile Iron. ICCJTL OK wijrjrjrsij1II = 0 0 0 0 = 05 0. 0 C.) c®us FIG. 7450 USTEE APPROVED For Listings/Approval Details and Limitations, visit our website at vwsw.anvilintl.cOin or 900 Short Pattern Elbow contact an AnviP Sales Representative. 55 The Gruvlok® Fire-Rite" short pattern 90" 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. FIGURE 7450 90' ELBOW SHORT PATTERN F i - PRESSURE DRO 18 8 inch 16 inch CL CL 14- ----4 inch 12 3inch . 10 ...2t/2 inch 8 6 4 0 0 5 10 15 20 Flow Rate (ftJsec.) ents of ruvlok short pattern fittings exceed the headloss requirem N FPA 13.] For Fig. 7450 90" grooved end elbows use the value shown. Note. Above values are shown for Schedule 40 pipe to be consistent with industry practices. FIG. 7460 Short Pattern Tee I 6 + ...... . .............2inch .. * --I-----------t--- , * + * -r j0f.D. 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. FIGURE 746.ii SHORT gPATTERN iFITTING .l*.1.UJt 11']z.]t 18 8 inch Ct 16- 0. --•6 inch 9L CL ----4 inch 12- 3inch M 10- 2'/2 inch 8- 2inch 6 4- 0 2- 5 10 15 20 Flow Rate (ftfsec.) IGwvl0k short pattern fittings exceed the headloss requirements of NFPA 13.1 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. 75 (1-717\. Z .2 FI(GO 70011. Flexible Coupling 2 -1. The Gruvlok® Fig. 7001 Coupling forms a flexible grooved end I0I pipe joint connection with the versatility for a wide range of LJ P 1 I applications. Services include mechanical and plumbing, process piping, mining and oil field piping, and many others. The coupling 4 - = C0 design supplies optimum strength for working pressures to 1000 . . PSI (69 bar) without excessive casting weight. The flexible design eases pipe and equipment installation while . oa providing the designed-in benefit of reducing pipeline noise and . . > C, vibration transmission without the addition of special components. >- To ease coupling handling and assembly and to assure consistent quality, sizes 1" through 14" couplings have two 180" segment .' a housings, 16" have three 120" segment housings, and 18" through 24" c @UL us ':zS::: . sizes have four 90" segment housings, while the 28" O.D. and 30" usm APPROVED O.D. couplings have six 60" segment housings. The 28" O.D. and ForLrnbngs/Approvai Details and Umhaflans I vtsit our websiteatw.anviiintl.camor g?ci 30" O.D. are weld-ring couplings. contact anAnvd' Sales Representative. LC-)J rri a' c I j [MATERIAL SPECIFICATIONS I BOLTS: Grade "0" Fluoro-Elastomer (Blue color code) SAE J429, Grade 5, Zinc Electroplated Size Range: 1-12" (C style only) I . ISO 898-1, Class 8.8, Zinc Electroplated followed by a Yellow Chromate Dip 20'F to 300'F (Service Temperature Range)(-29"C to 149"C) Recommended for high temperature resistance to oxidizing acids, = HEAVY HEX NUTS: ASTM A563, Grade A, Zinc Electroplated petroleum oils, hydraulic fluids, halogenated hydrocarbons and = ISO 898-2, Class 8.8, Zinc Electroplated followed by a Yellow Chromate Dip lubricants. Grade "L" Silicone (Red color code) STAINLESS STEEL BOLTS & NUTS: 30455 bolts and nuts are available as a standard option. Size Range: 1" - 12" (C style only) 9 (31655 are available for special order). -40'F to 350'F (Service Temperature Range)(-40"C to 177'C) , I Recommended for dr hot air and some high temperature chemical HOUSING: services. Contact an Anvil Representative for availability. Ductile Iron conforming to ASTM A 536, Grade 65-45-12 I (' GASKET TYPE: - COATINGS: C Style (1" - 30") I = Rust inhibiting paint - Color: ORANGE (standard) Flush Gap (1" -24") Hot Dipped Zinc Galvanized (optional) - - - Other Colors Available (lE: RAL3000 and PAL9000) LUBRICATION: For other Coating requirements contact an Anvil Representative. Standard I CO C Gruvlok XtremelM (Do Not use with Grade "L") GASKETS: Materials - ° Properties as designated in accordance with ASTM D 2000 WORKING PRESSURE, END LOAD, PIPE END SEPARATION & r Grade "EP" EPDM (Green and Red color code) DEFLECTION FROM CENTER LINE: -40'F to 250'F (Service Temperature Range)(-40"C to 121'C) Based on standard wall steel pipe with cut or roll grooves in accordance Recommended for water service, diluted acids, alkalies solutions, with Gruvlok specifications. See technical data section for design factors. oil-free air and many other chemical services. L P NOT FOR USE IN PETROLEUM APPLICATIONS. r = 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' 0 C LL 0 Grade "T" Nitrite (Orange color code) Fig. 7001 with Fig. 7001 with -20'F to 180"F (Service Temperature Range)(-29'C to 82"C) Standard Gasket Flush Gap Gasket Recommended for petroleum applications. Air with oil vapors and vegetable and mineral oils. .2 ,.,-s NOT FOR USE IN HOT WATER OR HOT AIR - --,--- 25 l -7 IF; APPROVED dells and Llrnitauons, ew.anvilintl.COm Or ,a Representative. The Fig. 7401 Rigidlok Coupling allows for a maximum working pressure of 750 psi (51.7 bar) when used on standard wall roll or cut grooved pipe. Grade "T" Nitrite (Orange color code) -20'F to 180'F (Service Temperature Range)(-29'C to 82CC) Recommended for petroleum applications, air with oil vapors and vegetable and mineral oils. NOT FOR USE IN HOT WATER OR HOT AIR Grade "0" Fluoro-Etastomer (Blue color code) Size Range: 1" -12" (C style only) 20'F to 300F (Service Temperature Range)(-29'C to 149'C) Recommended for high temperature resistance to oxidizing acids, petroleum oils, hydraulic fluids, halogenated hydrocarbons and lubricants. Grade "L" Silicone (Red color code) Size Range: 1" -12" (C style only) -40'F to 35(TF (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: C Style (1" - 24") Flush Gap (1" -24") LUBRICATION: Standard Gruvlok XtremeTM (Do Not use with Grade 'L") IIicL'1Is'RG®ED1E11D1PI11E iTL OK 110 FIEGO 7401 Rigidlok® Coupling The Fig. 7401 Rigidlok Coupling is an ideal connector for service and applications that require a rigid connection. The Fig. 7401 Rigidlok coupling utilizes a technologically advanced housing design that conforms to and grips the pipe. 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. 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 provides a rigid pipe connection allowing pipe hanging practices per ASME B31 pipe codes. [MATERIAL SPECIFICATIONS BOLTS: SAE J429, Grade 5, Zinc Electroplated /50 898-1, Class 8.8, Zinc Electroplated followed by Yellow Chromate Dip HEAVY HEX NUTS: ASTM A563, Grade A, Zinc Electroplated /50 898-2 Class 8.8, Zinc Electroplated followed by a Yellow Chromate Dip STAINLESS STEEL BOLTS & NUTS: 304SS bolts and nuts are available as a standard option. (316SS are available for special order). HOUSING: Ductile Iron conforming to ASTM A 536, Grade 65-45-12 COATINGS: Rust inhibiting paint - Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) 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. For hot water applications the use of Gruvlok Extreme Temperature lubricant is recommended. NSF-61 Certified for cold and hot water applications up through 121 wwTanviliii1!jO)7fri4J -. Worldwide I tqcu Contacts www.tyco-fire.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 applicable, 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 TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. 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. Page 1 of 4 EEM The TYCO 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 Number (SIN) TY313......Upright 5.61K, 1/2"NPT TY323......Pendent 5.6K, 1/2'NPT Technical Data Approvals Refer to Table A 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 Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/psj½ (80,6 LPM/bar½) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black 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 FEBRUARY 2018 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 recognized 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. 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 STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR *SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* 5 iIi!!!!P t 7/16 I (111,11 mm) I NOMINAL _______ : MAKE-IN (50,mm) 2" ________ (50,8 mm) (34,9 mm) WRENCH FLATS 1/2° NPT** DEFLECTOR* 2-7/8 (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE 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 bubble 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) 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 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 Pendent 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. 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 sprinkler 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 finishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. ^WRENCH 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 TFPI72 Page 3 of 4 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; otherwise, non- operation in the event of a fire or inad- vertent operation 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.) 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. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon 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 2-7/8 DIA. (73,0 mm) 2-1/4 DIA. FACE OF (57,2 mm) 5/8' (15,9 mm) SPRINKLER FITTING FLUSH 3/8±5/16 I (9,5±7,9 mm) _j I'- MOUNTING 1/8' SURFACE - (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-FRB PLATE 3/4' (19,1 mm) FIGURE 4 SERIES TY-FRB 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 5/16±1/4' 1/2" (12,7 mm) (7,9±6,4 mm) \ r572 #(3,72/8.mm) mm) FLUSH ' J I MOUNTING SURFACE/ 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 TFPI72 Page 4 of 4 SPRINKLER FINISH (See Note 7) FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTERC 135°F (57°C) Orange UPRIGHT 155°F (68°C) Red 175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6 PENDENT (TY323) 200°F (93°C) Green 5.6 112"NPT 286°F (141°C) Blue ________________ 135°F (57°C) Orange RECESSED PENDENT (TY323) Figures 48 and 5b 1,2,3,4 155-F (68-C) Red 175°F (79°C) Yellow 200°F (93°C) Green Notes: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-0I-E. VdS Approved (For details, contact TYCO Fire Protective Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 15 (1/2" NPT) 5/8" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS I P/Na77_XX)(_X_)O(X I n= ME PLATED Notes: a. Eastern Hemisphere sales only TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION I SPRINKLER j_ FINISH 1 NATURAL BRASS PURE WHITE (RAL9010)a - POLYESTER SIGNAL WHITE (RAL9003) - POLYESTER JET BLACK (RAL9005) POLYESTER I TEMPERATURE _[ RATINGS 135 135-F (57-C) 155 155-F (68-C) 175 175-F (79-C) 200 1 200°F (93°C) 286 286°F (141°C) SIN 370 I 5.6K UPRIGHT (1/2NPT) I TY313 371 1 5.6K PENDENT (1/2" NPT) I TY323 Notes: a. Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 /J 02018 Johnson controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson 40111 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered tradamurk, t National Fire Prvtenlivn Acsnniatian; TEFLON Ice registered trademark of DuPont Controls %-Clag 0 Fire Protection Products Worldwide Contacts www.tyco-fire.com Model CV-IFR Grooved-End Riser Check Valves 2 to 12 Inch (DN50 to DN300) General Description The TYCO Model CV-1FR Grooved- End Riser Check Valve is a compact and rugged swing-type unit that al- lows water flow in one direction and prevents flow in the opposite direc- tion. A resilient elastomer seal fac- ing on the spring-loaded clapper ensures a leak-tight seal and non- sticking operation. The Model CV-1 FR Riser Check Valves are designed to minimize water hammer caused by flow reversal. The Model CV-1FR Riser Check Valve is furnished with grooved ends and can be installed using GRINNELL Grooved Couplings or GRINNELL Figure 71 Flange Adapters. The Model CV-1FR Riser Check Valves have been designed with a removable cover for ease of field main- tenance. These valves can be installed horizontally (with cover in the upward position) or vertically with the flow in the upward direction. Refer to Figure 6. To facilitate their use in wet-type auto- matic sprinkler system risers, the Model CV-1 FR Riser Check Valves are provid- ed with threaded outlets for pressure gauges and a drain connection. They provide a more compact and economi- cal alternative to an alarm check valve where a water motor alarm is not re- quired. Provisions must be made for a local alarm using an approved flow switch (not included). The Model CV-1 FR Riser Check Valve is also Listed for use in conjunction with the TYCO DV-5 Deluge Valve in Preaction Systems under air pressure without the use of prime water. The Model CV-1 FR Riser Check Valves are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. WITIONM The Model CV-1FR Riser Check Valve described herein must be installed and maintained in compliance with this document and with the applicable stan- dards of the National Fire Protection Association, in addition to the stan- dards of any authorities having juris- diction. Failure to do so may impair the performance of this device. Never remove any piping component nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired de- vice performance. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. Contact the installing contractor or manufacturer with any questions. Technical Data Approvals UL, C-UL Listed FM Approved Sizes 2 to 12 Inch (DN50 to DN300) Maximum Working Pressure 300 psi (20,7 bar) Valve Assembly Finish Red, non-lead paint C@ APPROVED Installation The Model CV-1FR Riser Check Valves are to be installed in accordance with this section: The arrow cast on the Body must point in the direction of the flow. Valves installed vertically must be positioned with the flow in the up- ward direction. Valves installed horizontally must be positioned with the Cover facing up. Refer to Figure 6. Grooved-end pipe couplings used with the Model CV-1FR Riser Check Valve must be installed in accordance with manufacturer's instructions. NOTE: Valves should be installed a reasonable distance downstream from pumps, elbows, expanders, reducers, or other similar devices to extend the valve life. Standard piping practices call for a minimum of five (5) times the pipe diameter for general use. Page 1 of 6 JULY 2014 TFP950 TFP95O Page 2 of 6 A B 1/4" NPT L D _ Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Torque Weight Lbs. ANSI O.D. K Lbs.-ft. (kg) Inches Inches A B C D E F J Inches (Nm) DN (mm) NPT 2 2.375 6.75 4.38 1.96 2.57 3.25 4.37 1.56 1 18 9.0 DN50 (60,3) (171,5) (111,3) (49,8) (65,3) (82,3) (111,0) (39,6) (25) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.12 1.73 1-1/4 39 10.0 DN65 (73,0) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,9) (54) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.12 1.72 1-1/4 39 10.0 DN65 (76,1) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,7) (54) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.12 1.72 1-1/4 39 11.0 DN80 (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (130,0) (43,7) (54) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 5.78 2.12 2 50 25.0 DN100 (114,3) (245,6) (169,7) (96,5) (92,2) (115,4) (146,8) (53,8) (69) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DN125 (139,7) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DM25 (141,3) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 165.1 - 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (165,1) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (168,3) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 10.50 2.43 2 120 66.0 DN200 (219,1) (355,6) (257,6) (169,4) (140,2) (138,7) (266,7) (61,7) (164) (30,0) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.75 3.38 2 130 109.7 DN250 (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (273,1) (85,9) (178) (49,4) 12 12.750 21.0 14.28 9.93 7.27 7.62 10.00 3.13 2 130 151.0 DN300 (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (254,0) (795) (178) (68,0) FIGURE 1 MODEL CV-1FR RISER CHECK VALVES NOMINAL DIMENSIONS 1 TFP95O Page 3 of 6 4,15 17 16 . Al*wa— . frw~b" 2" -8" 2 10" - 12" 75 (DN50-DN200) (DN250 - DN300) VIEW A 3 5 13 11 4,15 All/ 18 1,15 SEE ETAILB 6 2" -8" 10 - 12 (DN5O-DN200) (DN250 - DN300) DETAIL B Detail Part Material Qty. Detail Part Material City. Detail Part Material Qty. 1 Body Ductile Iron 1 6 Clapper EPDM 14 Locknut Stainless Facing 'E" Grade Steel - 2 Cover Ductile Iron 1 7 Spring Steel Stainless 1 15 Adhesive Thread Sealer AR Cover Gasket Nitrite Rubber - 8 Hinge Shaft Stainless Steel 1 16 Nameplate Aluminum 1 Hex Cap Steel, Zinc AR Retaining Stainless AR 17 Rivet Steel 2 Screw Plated Ring Steel Clapper 2--8 Stainless - 11 Retention Stainless - 1 18 Spacer Stainless 1 (DN50-200) Steel Bolt Steel Steel Clapper 10--12- Ductile Iron 13 Retaining Stainless 1 1 (DN250-300) - Disc Steel FIGURE 2 MODEL CV-1FR RISER CHECK VALVES ASSEMBLY ' uIlI) 111 MIN •jsj, sI,Is j• * i • * I I • .1. (slilsil IIIIiIi .111,11 i,I,IiI, ;111UUUUft1 Iá......11th I•....•IiHHliUW Iã••••IlI ib Ilihi u•uuuuuuu MM MM rg•••u• WWI Sm •1110111011111 ••uu• IF, ••u••uA••IuIuII 11=40:051511:00100011111FAIR MM ME ••'1•v1 _________ FA MOM F1010010011012001 logo WINNIFNERMWAMON INEWIMMIN ....WAI$a.Pa.u.uuuIIuI.......vA..uu.rA•u••••.•uu1uuuuulIIs•uur4•uuJ••u mamom"E"M Malmo MEN 'A - ,A...,1lul...uu.u'iuuuuJIuuIuIuuu,auuu'a.... No _R...•f4aA•lIIflhIJ....IMI ON AM MEN JD 11IIII 11111 lion IN ME II 000101110110100 ? : AN • S •_ ~'i ••••'4u••v••u•uuIsurs••••r4u•••uua••Au4s..uu.uuu•••u Si • ,, • _ .NEMMMWA , ,• • •_• MMMM _ I ______ d•••••u•ur••I•uuu•uiuuPuuhI••r•u•II••••IIiu•u••••••••luaI!lIIIIu•uuuu•••••••• III SIICIiISESIIiSI Is Its off TFP95O Page 4 of 6 A 13 — D FIGURE 4 MODEL CV-IFR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 1 DN50 (60,3) (171,5) (149,1) (82,6) (241,9) 2-1/2 2.875 8.00 6.66 3.87 10.80 1-1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 - 8.00 6.66 3.87 10.80 1 -1/4 DN65 (76,1) (203,2) (169,2) (98,3) (274,3) 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 - 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 - 11.50 8.50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (215,8) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) TFP95O Page 5 of 6 P/N 59-591-1-020 2 Inch (DN50) NO. DESCRIPTION QTY P/N 1 300 psi/ 2000 kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4' Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 CH 4 1' Angle Valve .........1 46-048-1-006 5 1/4 x2" Nipple........1 CH 6 1/4 x5" Nipple........1 CH 7 1" x 3" Nipple .......... 1 CH P/N 59-591-1-030 2-1/2 Inch (DN65) through 3 Inch (DN80) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4 Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 CH 4 1-1/4 Angle Valve......1 46-048-1-007 5 1/4 x2" Nipple ........ 1 CH 6 1/4' x 5" Nipple........1 CH 7 1-1/4" x3" Nipple ......1 CH P/N 59-591-1-080 4 Inch (DN100) through 12 Inch (DN300) NO. DESCRIPTION QTY. P/N 1 300 psi! 2000 kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4" Gauge Test Valve . .2 46-005-1-002 3 1/4" Plug .............2 CH 4 2" Angle Valve .........1 46-048-1-009 5 1/4 x2" Nipple........1 CH 6 1/4" x5" Nipple........1 CH 7 2 x3" Nipple .......... 1 CH NOTES: MAIN All Fittings and Nipples are DRAIN VALVE galvanized (Standard Order). (NORMALLY CH: Common Hardware. CLOSED) \ SYSTEM PRESSURE GAUGE 1 SUPPLY PRESSURE GAUGE RISER CHECK VALVE X2 FIGURE 5 MODEL CV-1FR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET LET OUTLET COVER FLOW INLET FLOW VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-1FR RISER CHECK VALVES INSTALLATION TFP95O Page 6 of 6 Care and Maintenance Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local re- quirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Model CV-1FR Check Valves Specify: Size and P/N (below). 2(DN50) ...............P/N 59-590-1-020 2-1/2(DN65) ............ P/N 59-590-1-025 76,1 mm (DN65) .........P/N 59-590-1-076 3(DN80) ...............P/N 59-590-1-030 4(DN100) ..............P/N 59-590-1-040 13917 mm (DN125) .......P/N 59-590-1-139 5"(0N125) ..............P/NJ 59-590-1-050 165,1 mm (DN150) .......P/N 59-590-1-165 6" (DN15O) ..............P/N 59-590-1-060 8(DN200) ..............P/N 59-590-1-080 10'(DN250) .............P/N 59-590-1 -100 17' (DN300) .............P/N 59-590-1-120 Model CV-1FR Riser Check Valve Trim Assembly Specify: Size and P/N (below). 7'(DN50) ...............P/N 59-591-1-020 2-1/7'(DN65) ............ P/N 59-591-1-030 76,1 mm (DN65) .........P/N 59-591-1-030 3(DN80) ...............P/N 59-591-1-030 4(DN100) ...............P/N 59-591-1-080 139,7 mm (DN125) .......P/N 59-591-1-080 5" (DN125) ..............P/N 59-591-1-080 165,1 mm (DN150) .......P/N 59-591-1-080 6'(DN150) ..............P/N 59-591-1-080 8"(DN200) ..............P/N 59-591-1-080 10(DN250) .............P/N 59-591-1-080 17'(DN300) .............P/N 59-591-1-080 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqcu Fire Protection Products c®u$ LISlE' Set Screw and Locknut Included Beam Clamps TOLCOTM Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Size Range: Fig. 65 - 1/2"..13 rod sizes, and 5/8"-11 rod sizes Fig. 65XT - /8"-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2'13 rod will support thru 8" (200mm) pipe Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C 0 E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65-1/2 1/2"_13 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) 65-/ /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1I2 11/4" (31.7) 55 (24.9) 65-5/8 11/4" (31.7) 55 (24.9) TOLCO Fig. 65XT - Reversible Steel C-Type Beam Clamp 3f4" (19.0mm) Throat Opening Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cUlus) and FM Approved (FM) for up to 4" (100mm) pipe. Designed to meet or exceed requirements of FM DS 2-0 and NFPA 13. 3/4 (19.0) (25.4) I (397) c®u$ ljSTEO' APPROVED Set Screw and Locknut Included (22.2) (349) Part For Approx. WI/be No. Rod Size Lbs. (kg) 65X1 /"-16 28.0 (12.7) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 14 B-Line series Fire Protection Solutions c®Us LISTED (14.3) Fig. 69-31 Beam Clamps TOLCOTM Fig. 69 - Beam Clamp Retaining Strap Size Range: /8'-16 thru /4'-1O rod 4" (101.6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex nut for the Fig. 69 or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm). Lengths over 16" (406mm) are not UL Listed Part No. Dia. D in. (mm) For Use With Length B3033-3/8, B3034-3/8, B3031-3/8, 69-3/8-1/2-11. see Detail A 65-/8, 65XT-3/8, 66-/8 Specify 133033-1/2, B3034-1/2,65-1/2,66-1/2 69-5/6-11. 11/16" (17.5) B3033-5/8,65-5/a, 66-/8 Specify 69-3/4-L 1 /16" (20.6) B3033-/4 Specify 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 17 Eaton Seismic Bracin TOLCO Fig. 41 - Longitudinal In-Line Sway Brace Attachment (UL Listed) Size Range: 2' (50mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance [i] C@ us USTED Set Belt & Hardware Included Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8' (200mm) pipe. For FM Approval information refer to FM Approved page 75. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the "braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. Eaton Part No. Pipe Size in. (mm) A in. (mm) C in. (mm) D in. (mm) Bolt Size Max. Rec. Load (cULus) lbs. (kN) Approx. Wt./100 lbs. (kg) 41-2 (50) 5/8" (136.5) 21/16" (52.4) 21/16" (52.4) 1/2"_13 2015 (8.96) 243 (110.2) 41-21I2 21/2" (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/2"13 2015 (8.96) 253 (114.7) 4L-3 (80) 7" (177.8) 2/4' (69.8) 31/16' (77.8) 1/2"_13 2015 (8.96) 268 (121.5) 41.-4 (100) 81/2" (215.9) 3/8" (85.7) 311/16" (93.7) 1/2"13 2015 (8.96) 348 (157.8) 41-5 5' (125) 93/4" (247.6) 3/8" (98.4) 4/8' (1111) 1/2"13 2015 (8.96) 380 (172.3) 41-6 (150) 111/2" (292.1) (127.0) 51/8" (130.2) 1/2 .13 2015 (8.96) 640 (290.3) 4L-8 8" (200) 131/4" (336.5) 55/9" (142.8) 5/8" (142.9) 1/f13 2015 (8.96) 728 (330.2) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 74 B-Line series Fire Protection Solutions C us LISI1D OPM Set Bolt Included Mounting Hardware Is Not Included K Seismic Bracin TOLCO Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" (UL Listed) Size Range: One size fits bracing pipe 1' (25mm) thru 2' (50mm), B-Line series 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 (2016) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe' and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 3000, 4L, 4LA, 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). 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 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A, 4L, 4LA, 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-Ga Ivan ized or Stainless Steel. Contact customer service for alternative finishes. Fig. 1001 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 B race Fig. 980 Fig. 980 Fig. 980 Lateral Brace Longitudinal Brace Fig. 48 shown Part Mtg. Hdw. Mounting Hole Max. Design Approx. Number Size A B 0 Load (cULus) W000 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 98O-/8 /8" (9.5) 51/4" (133.3) 1/8" (47.6) 13/32" (10.3) 2015 (8.96) 149 (67.6) * 1/2" (12.7) 51/4" (133.3) 1/8" (47.6) 17/32" (13.5) 2015 (8.96) 148 (67.1) 98O-/8 5/8O (15.9) 51/4" (133.3) 1I8" (47.6) 11/16" (17.5) 2015 (8.96) 147 (66.7) 980-/4 3/4" (19.0) 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 2015 (8.96) 146 (66.2) * Standard size. Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages AL-11 thru AL-21. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 60 B-Line series Fire Protection Solutions OPM AS) us, 'USTED Cone Point Set Bolts A Set Bolts Included '.ry Cone Point Set Bolt B UL Horizontal Design Load Maximum Design Load Across Beam 2015 lbs. (8.96kN) Maximum Design load Along Beam 2015 His. (8.96kN) 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. NEPA 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. y 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. 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 OPM APPROVED Seismic Bracing TOLCO Fig. 1001 - Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1' (25mm) thru 8" (200mm) (PS. Pipe size used for bracing: 1' (25mm) and 11/4 (32mm) Schedule 40 (PS. 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 Electro-Galvanized. 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. Pipe Size in. (mm) Part Number & Approx. Wt.I100 1" (24mm) Brace Pipe 11I4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - For Sch. 1, Sch. 10. & Sch. 40 Pipe Allowable Horizontal Capacity (Ibi) Per Installation 1,2.3 300-44° 45°-59° 60°-14° 750 900 Lbs. NN) Lbs. (kN) Lbs. NN) Lbs. (kN) (25) 1001-1 X 100.0 (45.3) 1001-1 X11I4 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) 1001-11/4 X 11/4 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2"(40) 1001-11I2 X 1 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1230(5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) (50) J 1001-2 X 108.0 (49.0) 1001-2 X 11I4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2"(65) 1001-2'/2X1 138.6 (62.8) 1001-21I2X 11!4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) (80) J 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29). (100) 1001-4 X 160.9 (73.0) 1001-4 X 11I4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) J 1001-6X1 190.0 (86.2) 1 1001-6 X 11I4 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/T 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 kFig.~1~001 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 Pipe Hangers TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCOTM Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCO Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: c,®us Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe A Overall Height USTER APPROVED Material: Steel, Pie-Galvanized B Function: For fire sprinkler and other general piping purposes. Knurled Center of pipe to top of knurled hanger rod nut swivel nut design permits hanger adjustment after installation. 0 Top of pipe to bottom of hanger rod nut. Features: 1/2" (15mm) thru 2" (50mm) sizes have flared edges for ease of P1. Fig. /. installation on all pipe types and protects CPVC plastic pipe from 200 1/2 & 2W3/4 abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes 0 keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. A For 1/2" (15mm) and 3/4" (20mm) sizes with non-captured knurl nuts order Fig. 200S /44 Approvals: Underwriters Laboratories listed (1/2" )15mm) thru 8" (200mm)) Fig. 200-21/2 to 200-8 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig. Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). 200_1 to Conforms to Federal Specifications WW-H-1 71 E & A-A-11 192A, Type 10 200-2 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) 4W 400, Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or 200M 10-11/2 Fig. 200C Fig. 200F Fig. 200 Fig. 200& Fig. 200S 200C-11/2 shown 200E-11/2 shown shown with captured nut shown with 1" thru 2" sizes only non-captured nut Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt./100 Part No.** in. (mm) in. mm" in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 200-1/2 1/2" (15) /8"-16 M8 or MIO 31/8' (79.4) 2/8" (66.1) 111/32' (34.1) 400 (1.18) 11 (5.0) 200-/4 3/4" (20) /8"-16 MB or M10 31/8° (79.4) 21/2" (63.5) 11/16" (21.0) 400 (1.18) 11 (5.0) 200-1 1" (25) /8"-116 M8 or M10 3/8° (85.7) 2/8" (66.7) 11/8° (28.6) 400 (1.78) 12 (5.5) 200-11/4 11/4" (32) /8"-16 MB or M10 33/4' (94.0) 2/8" (73.0) 1/32" (29.3) 400 (1.78) 13 (5.9) 200-11/2 11/2" (40) /8"-16 MB or M10 3/8' (98.4) 2/8" (73.0) 1/16" (30.2) 400 (1.78) 14 (6.4) 200-2 2" (50) /8"-16 MB or M10 41/2" (114.3) 3" (16.3) 1/16" (30.2) 400 (1.78) 15 (6.9) 200_21/2 21/2" (65) /8"-16 M10 5/8" (142.9) 41/8' (104.7) 1/1" (36.5) 600 (2.67) 27 (12.3) 200-3 3" (75) /8"-16 M10 57/8" (149.1) 4° (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) 200-31/2 31/2' (90) /8'-16 M10 7/8° (187.3) 51/4' (133.3) 2/16" (55.(3) 600 (2.67) 34 (15.6) 200-4 4" (100) /8"-16 M10 7 /8" (187.3) 5" (127.0) 1/8" (34.9) 1000 (4.45) 35 (16.0) 200-5 5" (125) 1/2"..13 M12 91/8° (231.8) 61I4" (158.1) 311/32" (84.9) 1250 (5.56) 66 (30.2) 200-6 6" (150) 1/2"..13 M12 101/8' (251.2) 53/4" (171.4) 2/32" (56.3) 1250 (5.56) 73 (33.4) 200-8 8" (200) 1/2"_13 M12 131/8" (333.4) 8/4" (222.2) 3/32" (81.7) 1250 (5.56) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton 3/8" 8293957 SVVXP35 X-Press 35 1798(l6ga) 80 (Luminaire) .059" _416.)icpble),__ SAMMYX.PRESS@ Installs into Metal Deck, Purlin, or Tubular Steel The Sammy X-Press expands to provide direct vertical attachment in: - light gauge steel deck or purfin (22 ga. - 1/8"). Installs in seconds with Sammy X-Press It® Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. "" wtch a vdeo demo,,st,a50n www.itwbulldex.comJ 1/4" 8181922 )(P200 Sammy 1146 (22 ga) 185 (Luminaire) .027" 125" 25 125 Metal Deck X-Press 200 250 (Luminaire) .056" 850(2W Pipe) .027 4. 3/8" 8150922 XP 20 Sammy 1146(229a) 185 (Luminaire) .027'" 940 (2' Pipe) .029' X-Press 20 250 (Luminaire) .056" 1475 (4' Pipe) .104" .125" 25 125 Metal Deck 283 (Conduit & Cable) 029" 1509(4" Pipe) .069" .® 3/8' 8153922 XP Sammy 1783 (16 ga) 185 (Luminaire) .029" 940 (2 Pipe) .029" 125" 25 125 Purlin X-Press 35 <> 250 (Luminaire) .056" 1475 (4Pipe) .194" 416 (Conduit & Cable) .059" Pm-Pour Structural Concrete@ 3000 psi Méviibici (Pre-Pour) 3/8" 8150922 XP2O X-Pmss20 Sammy 1146 (22 ga) 850 (2Ya Pipe 25 125 ) Post-Pour Range II LWC5 35 PCF (lbs/ft3) Metal Deck Pre-Pour Structural Concrete @3000 psi Post-Pour Range Ii LWCS 35 PCF (IbsI It') I The Sammy X-Press Sidewinder expands to provide horizontal attachment in: - 16 ga - 3/16" steel - purtin, tubular steel. Installs in seconds with Sammy X-Press tn Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof (SWXP) deck, tubular steel, or vapor baster fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. a aideS da,nonstratioo '4J,'www.iiwbuildex.comJ awsiFACruRED USA 14 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 a 3.3.7.1 Product description KWIK HUS-EZ I (KH-EZ I) anchors are comprised of a body with an internally threaded hex washer head. The anchor is manufactured from carbon steel and is heat treated. It has a minimum 0.0003 inch (8 pm) zinc coating in accordance with DIN EN ISO 4042. The internally threaded head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. Applicable base materials include normal-weight concrete, structural lightweight concrete and lightweight concrete over metal deck. Guide specifications Screw anchors shall be KWIK HUS-EZ I as supplied by Hilti, Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated to a minimum thickness of 8 pm. Anchors shall be installed using a drill bit of same nominal diameter as anchor. Product features Suitable for cracked and uncracked normal-weight and lightweight concrete, and lightweight concrete over metal deck. Suitable for seismic and nonseismic loads. Quick and easy to install. Thread design enables quality setting and exceptional load values in wide variety of base material strengths. Anchor is fully removable Anchor size is same as drill bit size. Suitable for reduced edge distances and spacing. 3.3.7.2 Material specifications KWIK HUS-EZ I anchors are manufactured from carbon steel. The anchors are bright zinc plated to a minimum thickness of 8 pm. 3.3.7.3 Technical data 3.3.7.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ESR-3027 and the equations of ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR- 3027 are not contained in this section, but can be found at www.icc-es.org or at www.hilti.com. 3.3.7.1 Product description 3.3.7.2 Material specifications 3.3.7.3 Technical data 3.3.7.4 Installation instructions 3.3.7.5 Design guidelines 3.3.7.6 Ordering information Listinas/ApDrovals ICC-ES (International Code Council) ESR-3027 City of Los Angeles Research Report No. 25897 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 internal threaded diameter anchor -- ttflflUTQFW2*tiaflJfllt APPROVED Independent code evaluation lBC®/ IRC® 2015 IBC®/ IRC® 2012 l BC" / IRC® 2009 lBC®/ IRC® 2006 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 329 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table I - Hilti KWIK HUS-EZ I specifications1'2 Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter d bit in. 1/4 Nominal embedment h00, in. 1-5/8 2-1/2 Effective embedment hef in. 1.18 1.92 Minimum hole depth h0 in. 2 2-7/8 Installation torque Ti. ft-lb (Nm) 18 (24) Wrench size in. 7/16 1 Tinst is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details wrench size da he I anch - - hnom 00~1 ho dbft Table 2 - Hilti KWlK HUS-EZ I design strength with concrete/ pullout failure in uncracked concrete' 2,3,4,5 Nominal Nominal Tension - 4N0 Shear - On anchor embed. f',=2,500 psi I = 3,000 psi I = 4,000 psi I , = 6,000 psi f' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f', =6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 1 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) / 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete I pullout failure in cracked concrete' 2,3,4.5 Nominal Nominal Tension - N0 Shear - 4N anchor embed. f',=2,500 psi f',=3,000 psi f' = 4,000 psi f' = 6,000 psi Ic 2,500 psi f = 3,000 psi f = 4,000 psi f = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 300 315 345 390 765 835 965 1,180 1 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) / 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) See section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 5 and 6 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Table 4 - Steel design strength for Hilti KWIK HUS-EZ I anchors"2 Nominal anchor Nominal internal Tensile3 Shear4 Seismic shear' diameter thread diameter 4N (PVWsa in. in. lb (kN) lb (kN) lb (kN) 1/4-20 3,680 815 365 1/4 UNC (16.4) (3.6) (1.6) 3/8-16 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I anchors are to be considered brittle steel elements. 3 Tension 4N = tftA Nt as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with <0.64'A00 , f 0 as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4' 0.60 A 0 futa as noted in ACI 318-14 Chapter 17. See Section 3.1.8.7 for additional information on seismic applications. 330 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 5 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in uncracked concrete12 Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear' I toward edge from edge factor in shear4 uncracked concrete fAN 1N lAy fl, f, 1HV______ Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 1 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 1 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 _______ 1.00 0.68 0.62 1.00 0.60 _______ 1.00 n/a n/a 3 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.88 n/a - - 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a E 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a CD 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 T 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 5 (127) _______ 0.93 _______ _______ 0.80 0.70 _______ 0.89 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 Ca 10 (254) 0.89 1 CL 11 (279) 0.93 12 (305) 1 0.97 14 (356) 1 1.00 Table 6 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in cracked concrete"2 Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear' I toward edge from edge factor in shear' cracked concrete fAN f4 lAy 11V 1R1 'HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 hnom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 1 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.89 n/a 3-1/2 (89) 0.99 0,80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 1 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 .- CO 4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 5 (127) 0.93 0.80 0.70 0.89 C) 0) 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.98 (178) -7 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 a 10 (254) 0.90 11 (279) 0.94 12 (305) 0.98 14 (356) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fA, assumes an influence of a nearby edge. If no edge exists, then fAV = IAN- 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f HV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of section 3.3.6 to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 331 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2,3,4,5,6,7 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension -(pN Shear - Tension - Shear - On anchor thread embed. f= 3,000 Ps = 4,000 psif,= 3,000 psif',= 4,000 psif 3,000 psif= 4,000 psif= 3,000 Ps = 4,000 Ps diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 545 595 610 610 670 730 610 610 1/4-20 (41) (2.4) (2.6) (2.7) (2.7) (3.0) (3.2) (2.7) (2.7) UNC 2-1/2 1,220 1,410 610 610 1,275 1,470 610 610 (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) 1 / ______ 1-5/8 545 595 915 915 670 730 915 915 3/8-16 (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) UNC 2-1/2 1,220 1,410 915 915 1,275 1,470 915 915 (64) (5.4) (6.3) (4.1) (4.1) (5.7) (6.5) (4.1) (4.1) Table 8 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' .2,3,4,5,6,7A Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - N0 Shear - 4V Tension - N0 Shear - On anchor thread embed. f' c = 3,000 psi ', = 4,000 psif' = 3,000 psif = 4,000 psif= 3,000 psif = 4,000 psif = 3,000 psi f',= 4,000 Ps diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 280 305 610 610 330 360 610 610 1/4-20 (41) (1.2) (1.4) (2.7) (2.7) (1.5) (1.6) (2.7) (2.7) UNC 2-1/2 605 700 610 610 635 735 610 610 (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1/4 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) UNC 2-1/2 605 700 915 915 635 735 915 915 (64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Section 3.1.9.4 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h,,, (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N,ei = 0.75. 8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.44 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.85 See Section 3.1.8.6 for additional information on seismic applications. 332 Hilti, Inc. (US) 1-800-879-8000 1 www.hiiti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiiti.com I Anchor Fastening Technical Guide Ed. 17 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Figure 2- Installation of Hilti KWIK HUS-EZ I (KH-EZ I) in soffit of concrete over steel deck floor and roof assemblies Mm. 3/4" C') Minimum 20 gauge steel deck (typical) Min. 1-1/4 -[ Villi. IL kLYRIU611 Lower flute (ridge) 1 Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum concrete cover above the drilled hole is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. 3.3.7.3.2 Canadian Limit State design Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESR-3027. These tables are followed by factored resistance tables. The factored resitance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.com. Table 9 - Steel resistance for Hilti KWIK HUS-EZ I N carbon steel screw anchor"2 Nominal Internal anchor thread Tensile Shear4 Shear4 diameter diameter N. V,, V req in. (UNC) lb (kN) lb (kN) lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) (3.3) (1.5) 3,370 725 620 1/4 3/8-16 (15.0) (3.2) (2.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements. 3 Tensile N,r = A,,N cps f, R as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with <A,, 4, 0.6 f.t. R as noted in CSA A23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with V,q < A,, 'D, 0.6 f,, R as noted in CSA A23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.hitti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 333 I 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 10 - Hilti KWIK HUS-EZ I design information in accordance with CSA A23.3-14 Annex D1 Iii Design parameter Symbol Units Nominal anchor diameter Ref 1/4 3.3-14 Anchor O.D. d0 in. 1/4 (mm) (6.4) Effective embedment h., in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment2 h 0,,, in. 1-5/8 2-1/2 (mm) (41) (64) in. 3-1/4 4-1/8 Minimum concrete thickness h min (mm) (83) (105) in. 2.00 2.78 Critical edge distance Cac (mm) (51) (71) Minimum spacing at critical edge distance 5rnin.cac in. 1.5 (mm) (38) Minimum edge distance Cmin in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h0 in. 2 2-7/8I (mm) (51) (73) Minimum specified ultimate strength f psi 125,000 (N/mm2) (862) in 0.045 Effective tensile stress area AseN (29.0) Steel embed. material resistance factor for reinforcement - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 D.5.3 Resistance modification factor for shear, steel failure modes3 R - 0.65 D.5.3 lb 3,370 Factored steel resistance in tension N r D.6.1.2 (kN) (15.0) lb 750 Factored steel resistance in shear V D.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic Vsareq (kN) (1.5) lb 725 Factored steel resistance in shear V, D.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete kcnc, - 10 D.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete kccr - 7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked conc.4 LVc.N - 1.0 D.6.2.6 Anchor category - - 3 1 1 D.5.3 (c) Concrete material resistance factor - 0.65 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 0.75 1.00 D.5.3 (C) Condition B5 lb 665 1,645D.6.3.2 Factored pullout resistance in 20 MPa uncracked concrete Npruncr (kN) (3.0) (7.3) Factored pullout resistance in 20 MPa cracked concrete Nprcr lb 340 815 D.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked concrete6 N5 lb 275 815 D.6.3.2 (kN) (1.2) (3.6) Design information in this table is taken from ICC-ES ESR-3027, dated December, 2015, tables 2, 3, and 4, and converted for use with CSA A23.3-14 Annex D. See figure 1 of this section. The KWIK HUS-EZ I is considered a brittle steel element as defined by CSA A23.3-14 Annex D section D.2. For all design cases, ip = .0. The appropriate coefficient for breakout resistance for cracked concrete (k00) or uncracked concrete must be used. For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. For all design cases, 4P 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESR-3027 for additional information. 334 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363.4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure H in uncracked concrete' 1,3,4,.5 Nominal Tension - N Shear - V __________ f' = 20 MPa I = 25 MPa I = 30 MPa IC = 40 MPa I = 20 MPa f = 25 MPa I = 30 MPa I = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 665 710 750 820 805 900 985 1,135 (30) (41) (3.0) (3.2) (3.3) (3.6) (3.6) (4.0) 1 / 1.92 2-1/2 1,645 1,840 2,015 2,325 2,225 2,490 2,725 3,145 (49) (64) (7.3) (8.2) (9.0) (10.3) (9.9) (11.1) (12.1) (14.0) Table 12 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure H in cracked concrete1'234'5 Nominal Tension - N Shear - V __________ I = 20 MPa f'c = 25 MPa f = 30 MPa f' = 40 MPa f' = 20 MPa I = 25 MPa I' = 30 MPa I = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 340 360 385 415 565 630 690 795 (30) (41) (1.5) (1.6) (1.7) (1.9) (2.5) (2.8) (3.1) (3.5) 1 / 1.92 2-1/2 815 915 1,000 1,155 1,560 1,740 1,910 2,205 (49) (64) (3.6) (4.1) (4.4) (5.1) (6.9) (7.7) (8.5) (9.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 to 6 as necessary. Compare to the steel values in table 9. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, k = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - N,ie = 0.75 See section 3.1.8.7 for additional information on seismic applications. 3.3. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 335 I 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 13 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck 1,2,3,4,5,6,7 iii Nominal Installation in lower flute Installation in upper flute internal Tension - N r Shear - V r Tension - N Shear - V Nominal thread Nominal ___________ fc = 20 MPa f = 30 MPa fc = 20 MPa f = 30 MPa f' = 20 MPa I = 30 MPa f = 20 MPa f'c = 30 MPa anchor diameter embed. diameter in. depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' Z3,4,5,6,7,8 H Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - Nr Shear - V Tension - Nr Shear - Vr anchor thread embed. I = 20 MPa IC = 30 MPa IC = 20 MPa IC = 30 MPa f'c = 20 MPa IC = 30 MPa I = 20 MPa IC = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. I in. (mm) kN kN kN kN kN kN kN kN 1-5/8 300 340 365 415 1/4-20 (41) (1.3) (1.5) 475 475 (1.6) (1.8) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1-5/8 300 340 365 415 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h 0,,, (nominal embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N,Co, = 0.75. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions: For the 1/4x1-5/8 anchor - 0.45 For the 1/4x2-1/2 anchor - = 0.85 See Section 3.1.8.7 for additional information on seismic applications. 3.3.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - Hilti KWlK HUS-EZ I (KH-EZ) tested load values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 UNC 1-5/8 1,475 2-1/2 4 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. 336 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en españoi 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 kWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ I) allowable stress design values for installations into hollow core concrete panels' .2 Hanger rod size Mm. effective embedment h in. Allowable load3 Ultimate load Tension lb Shear lb 4,1 Tension lb Shear lb 4,1 1/4-20 UNC 1-3/8 455 485 1,810 1,930 3/8-16 UNC 755 3,025 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm admissible anchor location. 2 Minimum compressive strength of prestressed concrete is 7,000 psi. Published ultimate loads represent the average results conducted in local base materials. Due to variations in materials and dimensionl configurations, on-site testing is required to determine the actual performance. 3 Allowable loads calculated with a factor of safety of 4 4 The bottom of the shear plane adjacent to the top of the coupler. 5 Shear values controlled by the steel strength of the screws used to fasten the shear fixture to the KH EZ-1 Screw Anchor. The minimum tensile strength of the screw was 125 ksi. Shear design values should consider the screw or threaded rod steel strength. Figure 3 - Installation of Hifti KWlK HUS—EZ I (KH-EZ I) in hollow core concrete 3.3.7.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.hilti.com. Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.7.5 Ordering information' Internal thread Internal thread Hole Minimum Description diameter length diameter embedment Qty/ box KH-EZ 1/4x1-5/8 11/4 1/4 3/8 1/4 1-5/8 100 KH-EZ 1/4x2-1/211/4 1/4 3/8 1/4 2-1/2 100 KH-EZ 1/4x1-5/8 13/8 3/8 7/16 1/4 1-5/8 100 KH-EZ 1/4x2-1/213/8 3/8 7/16 1/4 2-1/2 100 1 All dimensions in inches. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 337