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2855 GAZELLE CT; ; AS100136; Permit
City of Carlsbad Sprinkler Permit Permit No: AS100136 Job Address: 2855 GAZELLE CT Permit Type: SPRINK Parcel No: 2091201700 Lot #: 0 Reference No.: Status: ISSUED Applied 10/28/2010 Approved: 10/28/2010 Issued: 10/28/2010 PC #: Inspector: Project Title: ISIS PHARMACEUTICALS SIX FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: SCHMIDT FIRE PROTECTION CO INC 4760 MURPHY CANYON RD SAN DIEGO, CA 92123 858-279-6122 Owner: CARLSBAD OAKS NORTH PARTNERS L P 3575 KENYON ST SAN DIEGO CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 390 0 390 0 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT 0 HYDRAU LI r CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in cc respondence and conformance with ainlic&ic reguiations. The stamping of ShfWnot be held to pern ton of any law,,/ Date PHARMACEUTICALS CALCULATIONS FOR WET PIPE FIRE SPRINKLER SYSTEM 11! ASOOt3 1] These plans have hen reviewed for apparent compliance with the current applicable codes and standards ill force III tie urisdicliiin. The ownerorcohttrac!ol - mziy-i.tiliie \ e in support of an application for a building pCI iii with the espress understanding that this review" rn way relieves the owner orcontractor or their P uo iitessnal.engtneer or anhiiect for sole rssponsibility for lull compliance with said codes and standards. ittcludtuig the building code or for akiy rtsponsihiIty frI deficiencies. errors. omissions orinegligetice itithese plaits whelher or not noicd ii this rëvRw. Date: Reviewer: '9 RECOMMEND APPROVAL RECOMMEND APPROVAL. AS NOTED t FILE COPY - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd. San Diego, Ca. 92123 858-279-6122 Job Name : ISIS PHARMACEUTICALS Building : A Location : 2855 GAZELLE COURT CARLSBAD, CA. 92010 System : 100 Contract : SFP-81 3 Data File : 100.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page 1 ISIS PHARMACEUTICALS Date 10/5/10 Hydraulic Design Information Sheet Se - ISIS PHARMACEUTICALS Date - 10/5/10 ation - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - A System No. - 100 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-5 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15-6' Occupancy - S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - VARIES ( ) Dry Model M E Elevation at Highest Outlet - 14-3" ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 457.5 Press Required - 90 BORl Summary C-Factor Used: 120 Overhead 150 Underground .Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/29/10 Cap. - T Time of Test - 10:15 AM Rated Cap.- Elev.- E Static Press - 120 @ Press - R Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow S Elevation - -14-6" P Location - HYDRANTS ON GAZELLE CT. P L Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH Y CARLSBAD WATER DEPARTMENT AS WITNESS C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled 11 Palletized % Rack H Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water S y Curve (C) Schmidt Fi rotection Page ISIS PHARMACEUTICALS Date 10/5/10 City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 12.776 C2 - Residual Pressure: 99 D2 - System Flow : 457.154 C2 - Residual Flow : 1360 D2 - System Pressure : 104.251 Hose (Adj City) Hose ( Demand ) : 250 D3 - System Demand : 707.154 Safety Margin : 1.065 150 140 130 120 R° u2 _______ _________ ___________ _____________ 2 _____ E 100 - / / D3 - S 90 s 80 u70 R6° /L E5° 40 - 30 20 10 S --9+- I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings U d Summary Schmidt Fl otection ISIS PHARMACEUTICALS Page* Date 10/5/10 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 2V2 3 -3% 4 5 6 8 10 12 14 -16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Filling generates a Fixed Loss Based on Flow 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 H 45' Grvd-Vic Elbow #11 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Schmidt Fire Protection Page 4 ISIS PHARMACEUTICALS Date 10/5/10 Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. 24.13 0.2 120 7.0 25.29 0.2 120 7.0 26.4 0.2 120 7.0 28.69 0.2 120 7.0 32.87 0.2 120 7.0 35.49 0.2 120 7.0 24.0 0.2 120 7.0 25.16 0.2 120 7.0 26.27 0.2 120 7.0 28.55 0.2 120 7.0 32.95 0.2 120 7.0 35.55 0.2 120 7.0 36.66 0.2 120 7.0 37.19 0.2 120 7.0 37.95 0.2 120 7.0 100 14.33 5.6 18.56 na 101 14.33 5.6 20.4 na 102 14.33 5.6 22.23 na 103 14.33 5.6 26.26 na 104 15.0 5.6 34.46 na 105 15.0 5.6 40.17 na 106 15.0 5.6 18.37 na 107 15.0 5.6 20.19 na 108 15.0 5.6 22.0 na 109 15.0 5.6 25.99 na 110 15.0 5.6 34.63 na 111 15.0 5.6 40.3 na 112 15.0 5.6 42.85 na 113 15.0 5.6 44.1 na 114 15.0 5.6 45.91 na Al 13.5 50.43 na A2 13.5 50.53 na A3 13.5 50.86 na A4 11.5 55.84 na A5 11.5 60.83 na A6 11.5 64.69 na A7 11.5 72.15 na A7.5 11.5 75.05 na A8 11.5 76.43 na A9 11.5 83.41 na TORI 11.5 84.71 na BOR1 3.0 90.01 na FLG 0.5 91.38 na UGI -3.0 92.95 na -3.0 93.44 na ,L -3.0 98.7 na -3.0 98.76 na UG4 -3.0 98.88 na UGS -3.0 98.92 na UG6 -3.0 98.95 na UG7 -14.5 104.18 na SRC -14.5 104.25 na The maximum velocity is 21.65 and it occurs in the pipe between nodes 104 and 105 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt f. "C',or Ftngs Pe Pv Notes int Qt Pf/Ft Eqv. Ln. Total Pf Pn 100 24.13 1.049 0.0 10.000 18.562 K Factor = 5.60 to 120.0 0.0 0.0 0.0 101 24.13, 0.1841 0.0 10.000 1.841 Vel= 8.96 101 25.29 1.38 0.0 10.000 20.403 K Factor = 5.60 to 120.0 0.0 0.0 0.0 102 49.42 0.1825 0.0 10.000 1.825 Vet = 10.60 102 26.40 1.38 0.0 10.000 22.228 K Factor = 5.60 to 120.0 0.0 0.0 0.0 103 75.82 0.4028 0.0 10.000 4.028 Vel = 16.26 103 28.70 1.61 4E 16.0 8.670 26.256 K Factor = 5.60 to 120.0 0.0 16.000 -0.290 104 104.52 0.3443 0.0 24.670 8.493 Vet = 16.47 104 32.87 1.61 0.0 10.000 34.459 K Factor =5.60 to 120.0 0.0 0.0 0.0 105 137.39 0.5710 0.0 10.000 5.710 Vet = 21.65 105 35.49 2.067 IE 5.0 22.170 40.169 K Factor = 5.60 to 120.0 1 10.0 15.000 0.650 Al 172.88 0.2587 0.0 37.170 9.615 Vel = 16.53 0.0 172.88 50.434 KFactor= 24.34 106 24.00 1.049 0.0 10.000 18.367 K Factor = 5.60 S7 120.0 0.0 0.0 0.0 24.0 0.1824 0.0 10.000 1.824 Vet = 8.91 107 25.16 1.38 0.0 10.000 20.191 K Factor = 5.60 to 120.0 0.0 0.0 0.0 108 49.16 0.1807 0.0 10.000 1.807 Vet= 10.54 108 26.27 1.38 0.0 10.000 21.998 K Factor =5.60 to 120.0 0.0 0.0 0.0 109 75.43 0.3989 0.0 10.000 3.989 Vet = 16.18 109 28.55 1.61 4E 16.0 9.340 25.987 K Factor =5.60 to 120.0 0.0 16.000 0.0 110 103.98 0.3410 0.0 25.340 8.640 Vel = 16.39 110 32.95 1.61 0.0 10.000 34.627 K Factor 5.60 to 120.0 0.0 0.0 0.0 111 136.93 0.5675 0.0 10.000 5.675 Vet = 21.58 111 35.55 2.067 1E 5.0 22.170 40.302 K Factor =5.60 to 120.0 iT 10.0 15.000 0.650 A2 172.48 0.2576 0.0 37.170 9.574 Vet = 16.49 0.0 172.48 50.526 K Factor = 24.27 112 36.66 1.61 4E 16.0 9.340 42.847 K Factor =5.60 to 120.0 0.0 16.000 0.0 113 36.66 0.0496 0.0 25.340 1.256 Vel = 5.78 113 37.19 1.61 0.0 10.000 44.103 K Factor 5.60 to 120.0 0.0 0.0 0.0 114 73.85 0.1811 0.0 10.000 1.811 Vel= 11.64 I14 37.94 2.067 1 5.0 22.170 45.914 K Factor = 5.60 120.0 1 10.0 15.000 0.650 A3 111.79 0.1155 0.0 37.170 4.292 Vet = 10.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Notes Wint Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 111.79 50.856 KFactor= 15.68 Al 172.88 4.26 0.0 12.000 50.434 to 120.0 0.0 0.0 0.0 A2 172.88 0.0077 0.0 12.000 0.092 Vel = 3.89 A2 172.48 4.26 0.0 12.000 50.526 to 120.0 0.0 0.0 0.0 A3 345.36 0.0275 0.0 12.000 0.330 Vel = 7.77 A3 111.79 4.26 1J 21.067 58.830 50.856 to 120.0 ii 9.217 30.284 0.866 A4 457.15 0.0462 0.0 89.114 4.116 VeI= 10.29 A4 0.0 4.26 1 4.608 103.500 55.838 to 120.0 0.0 4.608 0.0 A5 457.15 0.0462 0.0 108.108 4.993 VeI= 10.29 AS 0.0 4.26 2H 9.217 74.420 60.831 to 120.0 0.0 9.217 0.0 A6 457.15 0.0462 0.0 83.637 3.864 Vel = 10.29 A6 0.0 4.26 61 55.302 106.040 64.695 to 120.0 0.0 55.302 0.0 A7 457.15 0.0462 0.0 161.342 7.452 Vel = 10.29 0.0 4.26 IH 4.608 58.290 72.147 4 0.5 120.0 0.0 4.608 457.15 0.0462 0.0 0.0 62.898 2.905 Vel = 10.29 A7.5 0.0 4.26 1H 4.608 15.920 75.052 to 120.0 ii 9.217 13.825 0.0 A8 457.15 0.0462 0.0 29.745 1.374 Vel = 10.29 A8 0.0 4.26 41 36.868 114.290 76.426 to 120.0 0.0 36.868 0.0 A9 457.15 0.0462 0.0 151.158 6.982 Vel = 10.29 A9 0.0 6.357 71 88.014 110.625 83.408 to 120.0 0.0 88.014 0.0 TORi 457.15 0.0066 0.0 198.639 1.306 Vel = 4.62 TORi 0.0 6.357 lFsp 0.0 8.500 84.714 to 120.0 1 12.573 84.241 4.681 * Fixed loss BORI 457.15 0.0066 1J 31.433 92.741 0.610 Vel = 4.62 is 40.235 BOR1 0.0 6.357 31 37.72 6.710 90.005 to 120.0 0.0 37.720 1.083 FLG 457.15 0.0066 0.0 44.430 0.292 Vel = 4.62 FLG 0.0 8.27 1E 28.468 8.500 91.380 to 140.0 0.0 28.468 1.516 UG1 457.15 0.0014 0.0 36.968 0.051 Vel = 2.73 UG1 0.0 7.98 3F 40.774 274.500 92.947 to 150.0 1 27.183 67.956 0.0 BKFL 457.15 0.0014 0.0 342.456 0.492 Vel = 2.93 KFL 0.0 7.98 3E 81.548 39.000 93.439 ____ 150.0 iT 52.855 140.443 5.000 * Fixed loss = 5 457.15 0.0014 1G 6.041 179.443 0.258 Vel = 2.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt C" or Ftngs Pe Pv Notes 0f. int Of Pf/Ft Eqv. Ln. Total Pf Pn UG2 -227.68 9.79 1G 6.747 345.000 98.697 to 150.0 iT 67.474 74.221 0.0 UG3 229.47 0.0001 0.0 419.221 0.062 Vet = 0.98 UG3 0.0 9.79 4F 59.378 745.000 98.759 to 150.0 1G 6.747 66.125 0.0 UG4 229.47 0.0001 0.0 811.125 0.121 Vet = 0.98 UG4 0.0 9.79 1E 29.689 270.000 98.880 to 150.0 0.0 29.688 0.0 UG5 229.47 0.0001 0.0 299.688 0.044 Vet = 0.98 UG5 0.0 9.79 1G 6.747 177.000 98.924 to 150.0 0.0 6.747 0.0 UG6 229.47 0.0002 0.0 183.747 0.028 Vet = 0.98 0.0 229.47 98.952 K Factor= 23.07 UG2 477.69 9.79 1E 29.689 405.000 98.697 Qa = 250 to 150.0 1G 6.747 36.435 0.0 UG6 477.69 0.0006 0.0 441.435 0.255 Vel = 2.04 UG6 229.46 9.79 iT 67.474 111.500 98.952 to 150.0 2G 13.495 95.814 4.981 UG7 707.15 0.0012 1 14.844 207.314 0.246 Vet = 3.01 G7 0.0 9.79 0.0 60.000 104.179 46 C 150.0 0.0 0.0 0.0 R 707.15 0.0012 0.0 60.000 0.072 Vet = 3.01 0.0 707.15 104.251 K Factor= 69.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd. San Diego, Ca. 92123 858-279-6122 Job Name : ISIS PHARMACEUTICALS Building : C Location : 2855 GAZELLE COURT CARLSBAD, CA. 92010 System : 200 Contract : SFP-813 Data File : 200.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ISIS PHARMACEUTICALS Date 10/5/10 Hydraulic Design Information Sheet e - ISIS PHARMACEUTICALS Date - 10/5/10 cation - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - C System No. - 200 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-8 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 10 1 -011 Occupancy - NFPA 13 ()Lt.Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. NFPA 231 ( ) NFPA 231C Figure Curve Other Specific Ruling Made By Date Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make RELIABLE Area Per Sprinkler - VARIES ( ) Dry Model G4A Elevation at Highest Outlet - 10-0" ( ) Deluge Size 1/2" Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 Rack Sprinkler Allowance - ( ) Other Temp.Rat.165 Hose Allowance - Outside - 250 Note Calculation Flow Required - 514 Press Required - 76 BOR2 Summary C-Factor Used: 120 Overhead 150 Underground 0 Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/29/10 Cap. - T Time of Test - 10:15 AM Rated Cap.- Elev.- E Static Press - 120 @ Press - R Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow S Elevation - -14-6" U P Location - HYDRANTS ON GAZELLE CT. P L Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH Y CARLSBAD WATER DEPARTMENT AS WITNESS C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C H K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: S Y S T E M D E S I G N Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Su Curve (C) Schmidt Fire otection Page l* ISIS PHARMACEUTICALS Date 10/5/10 City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 10.611 C2 - Residual Pressure: 99 D2 - System Flow : 513.897 C2 - Residual Flow : 1360 D2 - System Pressure : 89.522 Hose (Adj City Hose ( Demand ) : 250 D3 - System Demand : 763.897 Safety Margin : 15.382 150 140 130 120 Cl R° 2 100 S 90 1_2 . s 80 D3 U 70 -I R6° E5° 40 30 20 10 -- — - .I.I.I.... .. ..I.... .... 200 400 600 800 1000 1200 1400 1600 1800 FLOW (Nfl.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings U Summary Schmidt Fire otection ISIS PHARMACEUTICALS Page o - Date 10/5/10 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 21,4 3 31,4 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Schmidt Fire Protection Page 4 ISIS PHARMACEUTICALS Date 10/5/10 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. WL- 2O0 10.0 5.6 15.82 na 201 10.0 5.6 16.58 na 202 14.25 17.55 na 203 10.0 5.6 17.83 na 204 14.25 19.06 na 205 10.0 5.6 20.4 na 206 14.25 21.47 na 207 10.0 5.6 27.42 na 208 14.25 29.39 na 209 10.0 5.6 28.74 na 210 14.25 30.88 na 211 10.0 5.6 29.75 na 212 14.25 32.78 na 213 10.0 5.6 32.31 na 214 14.25 34.9 na 215 10.0 5.6 35.77 na 216 14.25 38.8 na 217 10.0 5.6 16.27 na 218 10.0 5.6 17.07 na 219 13.34 17.85 na 220 10.0 5.6 18.41 na 221 13.34 19.35 na 222 10.0 5.6 19.84 na 223 13.34 21.58 na 224 10.0 5.6 33.06 na 225 14.92 35.04 na 226 10.0 5.6 34.82 na 227 14.92 37.26 na 228 10.0 5.6 35.25 na 9 14.29 38.91 na 4 10.0 5.6 38.76 na 14.29 41.69 na 232 10.0 5.6 42.76 na 233 14.29 46.14 na BI 13.5 47.74 na B2 13.5 47.95 na B3 13.5 48.52 na B4 13.5 55.53 na B5 13.5 58.39 na B6 13.58 62.31 na B7 11.5 69.46 na TOR2 11.5 70.36 na BOR2 3.0 75.8 na FLG 0.5 77.37 na UGI -3.0 78.95 na BKFL -3.0 79.56 na UG2 -3.0 83.88 na UG3 -3.0 83.95 na UG4 -3.0 84.09 na UGS -3.0 84.14 na UG6 -3.0 84.17 na UG7 -14.5 89.44 na SRC -14.5 89.52 na 22.27 0.2 102 7.0 22.8 0.2 114 7.0 23.65 0.2 114 7.0 25.3 0.2 120 7.0 29.32 0.2 120 7.0 30.02 0.2 102 7.0 30.55 0.2 102 7.0 31.83 0.2 120 7.0 33.49 0.2 120 7.0 22.59 0.2 102 7.0 23.13 0.2 114 7.0 24.02 0.2 114 7.0 24.94 0.2 120 7.0 32.2 0.2 121 7.0 33.04 0.2 103 7.0 33.25 0.2 103 7.0 34.86 0.2 120 7.0 36.62 0.2 120 7.0 The maximum velocity is 25.31 and it occurs in the pipe between nodes 233 and B2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" or Ftngs Pe Pv Notes ff. int Qt Pf/Ft Eqv. Ln. Total Pf Pn 200 22.27 1.049 4E 8.0 14.460 15.822 K Factor = 5.60 to 120.0 0.0 8.000 -1.841 202 22.27 0.1588 0.0 22.460 3.567 Vel = 8.27 0.0 22.27 17.548 K Factor = 5.32 201 22.80 1.049 3E 6.0 5.960 16.576 K Factor 5.60 to 120.0 IT 5.0 11.000 -1.841 202 22.8 0.1659 0.0 16.960 2.813 Vet = 8.46 202 22.27 1.38 0.0 9.830 17.548 to 120.0 0.0 0.0 0.0 204 45.07 0.1539 0.0 9.830 1.513 Vet = 9.67 0.0 45.07 19.061 K Factor= 10.32 203 23.65 1.049 3E 6.0 6.290 17.834 K Factor =5.60 to 120.0 iT 5.0 11.000 -1.841 204 23.65 0.1774 0.0 17.290 3.068 Vet = 8.78 204 45.07 1.38 0.0 7.170 19.061 to 120.0 0.0 0.0 0.0 206 68.72 0.3358 0.0 7.170 2.408 Vet = 14.74 0.0 68.72 21.469 KFactor= 14.83 I S 25.30 1.049 2E 4.0 5.460 20.404 K Factor = 5.60 120.0 iT 5.0 9.000 -1.841 206 25.3 0.2010 0.0 14.460 2.906 Vet = 9.39 206 68.72 1.61 4E 16.0 12.000 21.469 to 120.0 0.0 16.000 0.0 208 94.02 0.2830 0.0 28.000 7.925 Vet = 14.82 0.0 94.02 29.394 K Factor 17.34 207 29.32 1.049 2E 4.0 5.460 27.416 K Factor =5.60 to 120.0 iT 5.0 9.000 -1.841 208 29.32 0.2641 0.0 14.460 3.819 Vet = 10.88 208 94.02 1.61 0.0 3.170 29.394 to 120.0 0.0 0.0 0.0 210 123.34 0.4678 0.0 3.170 1.483 Vet = 19.44 0.0 123.34 30.877 K Factor 22.20 209 30.02 1.049 2E 4.0 5.420 28.739 K Factor = 5.60 to 120.0 iT 5.0 9.000 -1.841 210 30.02 0.2759 0.0 14.420 3.979 Vel = 11.14 210 123.34 2.067 0.0 9.170 30.877 to 120.0 0.0 0.0 0.0 212 153.36 0.2072 0.0 9.170 1.900 Vet= 14.66 0.0 153.36 32.777 K Factor = 26.79 i 30.55 1.049 3E 6.0 6.080 29.753 K Factor =5.60 012 120.0 IT 5.0 11.000 -1.841 30.55 0.2848 0.0 17.080 4.865 Vet = 11.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftngs Pe Pv Notes jint Qt Pf/Ft Eqv. Ln. Total Pf Pn 212 153.36 2.067 0.0 7.330 32.777 to 120.0 0.0 0.0 0.0 214 183.91 0.2900 0.0 7.330 2.126 Vet = 17.58 0.0 183.91 34.903 KFactor 31.13 213 31.83 1.049 2E 4.0 5.420 32.311 K Factor =5.60 to 120.0 IT 5.0 9.000 -1.841 214 31.83 0.3074 0.0 14.420 4.433 Vet = 11.82 214 183.91 2.067 0.0 10.000 34.903 to 120.0 0.0 0.0 0.0 216 215.74 0.3897 0.0 10.000 3.897 Vet = 20.63 0.0 215.74 38.800 KFactor= 34.63 215 33.49 1.049 2E 4.0 5.420 35.770 K Factor = 5.60 to 120.0 1 5.0 9.000 -1.841 216 33.49 0.3378 0.0 14.420 4.871 Vet = 12.43 216 215.74 2.067 1E 5.0 1.920 38.800 to 120.0 IT 10.0 15.000 0.325 Bi 249.23 0.5089 0.0 16.920 8.611 Vet = 23.83 0.0 249.23 47.736 K Factor = 36.07 7 0 22.59 1.049 3E 6.0 12.580 16.266 K Factor =5.60 120.0 0.0 6.000 -1.447 219 22.59 0.1630 0.0 18.580 3.029 Vet = 8.39 0.0 22.59 17.848 K Factor = 5.35 218 23.13 1.049 2E 4.0 4.080 17.066 K Factor =5.60 to 120.0 1 5.0 9.000 -1.447 219 23.13 0.1704 0.0 13.080 2.229 Vel = 8.59 219 22.59 1.38 0.0 9.500 17.848 to 120.0 0.0 0.0 0.0 221 45.72 0.1579 0.0 9.500 1.500 Vel = 9.81 0.0 45.72 19.348 KFactor= 10.39 220 24.02 1.049 2E 4.0 4.080 18.405 K Factor =5.60 to 120.0 1 5.0 9.000 -1.447 221 24.02 0.1827 0.0 13.080 2.390 Vet = 8.92 221 45.72 1.38 0.0 6.460 19.348 to 120.0 0.0 0.0 0.0 223 69.74 0.3452 0.0 6.460 2.230 Vet = 14.96 0.0 69.74 21.578 KFactor= 15.01 222 24.94 1.049 3E 6.0 5.250 19.842 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.447 223 24.94 0.1959 0.0 16.250 3.183 Vel = 9.26 3 . 69.75 1.61 7E 28.0 21.330 21.578 120.0 0.0 28.000 -0.684 225 94.69 0.2868 0.0 49.330 14.147 Vet = 14.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Oa Dia. Fitting Pipe Pt Pt f. C or Ftngs Fe Pv ******* Notes int f Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 94.69 35.041 K Factor= 16.00 224 32.20 1.049 2E 4.0 4.090 33.061 K Factor = 5.60 to 120.0 IT 5.0 9.000 -2.131 225 32.2 0.3141 0.0 13.090 4.111 Vet = 11.95 225 94.69 1.61 0.0 4.500 35.041 to 120.0 0.0 0.0 0.0 227 126.89 0.4929 0.0 4.500 2.218 Vet = 20.00 0.0 126.89 37.259 K Factor = 20.79 226 33.04 1.049 2E 4.0 4.875 34.818 K Factor =5.60 to 120.0 1 5.0 9.000 -2.131 227 33.04 0.3295 0.0 13.875 4.572 Vet = 12.27 227 126.89 2.067 0.0 6.170 37.259 to 120.0 0.0 0.0 0.273 229 159.93 0.2240 0.0 6.170 1.382 Vet = 15.29 0.0 159.93 38.914 K Factor= 25.64 228 33.25 1.049 3E 6.0 5.580 35.247 K Factor = 5.60 to 120.0 IT 5.0 11.000 -1.858 A29 33.25 0.3332 0.0 16.580 5.525 Vet = 12.34 159.93 2.067 0.0 8.750 38.914 W 120.0 0.0 0.0 0.0 231 193.18 0.3176 0.0 8.750 2.779 Vet = 18.47 0.0 193.18 41.693 K Factor = 29.92 230 34.86 1.049 2E 4.0 4.170 38.760 K Factor =5.60 to 120.0 IT 5.0 9.000 -1.858 231 34.86 0.3638 0.0 13.170 4.791 Vel= 12.94 231 193.18 2.067 0.0 10.290 41.693 to 120.0 0.0 0.0 0.0 233 228.04 0.4318 0.0 10.290 4.443 Vel = 21.80 0.0 228.04 46.136 K Factor= 33.57 232 36.62 1.049 2E 4.0 4.125 42.765 K Factor =5.60 to 120.0 IT 5.0 9.000 -1.858 233 36.62 0.3984 0.0 13.125 5.229 Vet = 13.59 233 228.05 2.067 0.0 2.580 46.136 to 120.0 0.0 0.0 0.342 B2 264.67 0.5690 0.0 2.580 1.468 Vet = 25.31 0.0 264.67 47.946 K Factor= 38.22 Bi 249.23 4.26 0.0 13.960 47.736 to 120.0 0.0 0.0 0.0 B2 249.23 0.0150 0.0 13.960 0.210 Vel = 5.61 264.67 4.26 0.0 10.080 47.946 07 120.0 0.0 0.0 0.0 3 513.9 0.0573 0.0 10.080 0.578 Vet = 11.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 8 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" or Ftngs Fe Fv Notes 46f. int Qt Pf/Ft Eqv. Ln. Total Pf Pn B3 0.0 4.26 91 82.953 39.250 48.524 to 120.0 0.0 82.953 0.0 B4 513.9 0.0574 0.0 122.203 7.009 Vet = 11.57 64 0.0 4.26 21 18.434 31.375 55.533 to 120.0 0.0 18.434 0.0 B5 513.9 0.0573 0.0 49.809 2.856 Vet = 11.57 B5 0.0 4.26 21 18.434 50.500 58.389 to 120.0 0.0 18.434 -0.035 B6 513.9 0.0574 0.0 68.934 3.954 Vet = 11.57 66 0.0 4.26 it 9.217 78.750 62.308 to 120.0 iJ 21.067 30.284 0.901 B7 513.9 0.0573 0.0 109.034 6.253 Vet = 11.57 B7 0.0 4.26 it 9.217 6.420 69.462 to 120.0 0.0 9.217 0.0 TOR2 513.9 0.0574 0.0 15.637 0.897 Vel = 11.57 TOR2 0.0 6.357 lFsp 0.0 8.500 70.359 to 120.0 1 12.573 84.241 4.681 * Fixed loss BOR2 513.9 0.0082 1J 31.433 92.741 0.758 Vet = 5.19 is 40.235 BOR2 0.0 6.357 41 50.294 9.710 75.798 to 120.0 0.0 50.294 1.083 513.9 0.0081 0.0 60.004 0.489 Vet = 5.19 .G G 0.0 8.27 1 28.468 8.500 77.370 to 140.0 0.0 28.468 1.516 UGI 513.9 0.0017 0.0 36.968 0.063 Vet = 3.07 UG1 0.0 7.98 3F 40.774 274.500 78.949 to 150.0 1E 27.183 67.956 0.0 BKFL 513.9 0.0018 0.0 342.456 0.612 Vet = 3.30 BKFL 0.0 7.98 3E 81.548 39.000 79.561 to 150.0 iT 52.855 140.443 4.000 * Fixed loss = 4 UG2 513.9 0.0018 1G 6.041 179.443 0.320 Vet = 3.30 UG2 -266.02 9.79 1G 6.747 345.000 83.881 to 150.0 IT 67.474 74.221 0.0 UG3 247.88 0.0002 0.0 419.221 0.072 Vet = 1.06 UG3 0.0 9.79 4F 59.378 745.000 83.953 to 150.0 iG 6.747 66.125 0.0 UG4 247.88 0.0002 0.0 811.125 0.139 Vet = 1.06 UG4 0.0 9.79 1E 29.689 270.000 84.092 to 150.0 0.0 29.688 0.0 UGS 247.88 0.0002 0.0 299.688 0.051 Vet = 1.06 UGS 0.0 9.79 1G 6.747 177.000 84.143 to 150.0 0.0 6.747 0.0 UG6 247.88 0.0002 0.0 183.747 0.032 Vet = 1.06 0.0 247.88 84.175 K Factor = 27.02 UG2 516.02 9.79 1E 29.689 405.000 83.881 Qa = 250 .150.0 1G 6.747 36.435 0.0 6 516.02 0.0007 0.0 441.435 0.294 Vet = 2.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 9 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt ef. 'C' or Ftngs Pe Pv Notes int Qt Pf/Ft Eqv. Ln. Total Pf Pn UG6 247.88 9.79 iT 67.474 111.500 84.175 to 150.0 2G 13.495 95.814 4.981 UG7 763.9 0.0014 iF 14.844 207.314 0.284 Vel = 3.26 UG7 0.0 9.79 0.0 60.000 89.440 to 150.0 0.0 0.0 0.0 SRC 763.9 0.0014 0.0 60.000 0.082 Vel = 3.26 0.0 763.90 89.522 K Factor = 80.74 4D Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd. San Diego, Ca. 92123 858-279-6122 Job Name : ISIS PHARMACEUTICALS Building : C Location 2855 GAZELLE COURT CARLSBAD, CA. 92010 System : 300 Contract : SFP-813 Data File : 300.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ISIS PHARMACEUTICALS pate 10/5/10 Hydraulic Design Information Sheet - ISIS PHARMACEUTICALS Date - 10/5/10 'ation - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - C System No. - 300 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-8 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15-0" Occupancy - NFPA 13 Lt.Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz. NFPA 231 ( ) NFPA 231C Figure Curve Other Specific Ruling Made By Date Area of Sprinkler Operation - AREA System Type Sprinkler/Nozzle Density - .3 (X) Wet Make VIKING Area Per Sprinkler - VARIES ( ) Dry Model N Elevation at Highest Outlet - 14-0" ( ) Deluge Size 3/4 Hose Allowance - Inside - ( ) Preaction K-Factor 8.0 Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 Hose Allowance - Outside - 500 Note Calculation Flow Required - 421 Press Required - 78 BOR2 Summary C-Factor Used: 120 Overhead 150 Underground 'Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/29/10 Cap. - T Time of Test - 10:15 AN Rated Cap.- Elev.- E Static Press - 120 @ Press - R Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow S Elevation - -14-6" U P Location - HYDRANTS ON GAZELLE CT. P L Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH Y CARLSBAD WATER DEPARTMENT AS WITNESS C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: S Y S T E M U E S I G N Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Su Curve (C) Schmidt Firotection Pagel* ISIS PHARMACEUTICALS Date 10/5/10 City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 12.343 C2 - Residual Pressure: 99 D2 - System Flow : 420.897 C2 - Residual Flow : 1360 D2 - System Pressure : 92.464 Hose (Adj City) Hose ( Demand ) : 500 D3 - System Demand : 920.897 Safety Margin : 11.161 150 140 130 Cl 120 R° E 100 _ ------- ____ 2 - - D2 s 90 -- ___ ____ ______ D3 s 80 U 70 R6° E5° 40 30 20 10 --Dl— U 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings U d Summary Schmidt Fi . otection ISIS PHARMACEUTICALS Pa• Date 10/5/10 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 2Y2 3 31/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 I 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 lressure I How Summary - S I ANL)At-<L) Schmidt Fire Protection Page 4 ISIS PHARMACEUTICALS Date 10/5/10 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 300 14.0 8 12.03 na S301 14.0 8 14.2 na S302 14.0 8 16.43 na S303 14.0 8 21.5 na S304 14.0 8 25.12 na S305 14.0 8 27.02 na S307 14.0 8 12.35 na S308 14.0 8 14.58 na S309 14.0 8 16.86 na S310 14.0 8 22.05 na S311 14.0 8 25.77 na S312 14.0 8 27.72 na 300 13.5 13.56 na 301 13.5 15.95 na 302 13.5 18.39 na 303 13.5 23.96 na 304 13.5 27.93 na 305 13.5 30.01 na 307 13.5 13.91 na 308 13.5 . 16.36 na 309 13.5 18.86 na 310 13.5 24.57 na 311 13.5 28.64 na 312 13.5 30.77 na 306 13.5 36.1 na 313 13.5 37.01 na 314 13.5 56.9 na B2 13.5 56.96 na B3 13.5 57.36 na B4 13.5 62.2 na 64.18 na 10 13.5 13.58 66.88 na 11.5 72.1 na TOR2 11.5 72.72 na BOR2 3.0 77.92 na FLG 0.5 79.35 na UG1 -3.0 80.91 na BKFL -3.0 81.33 na UG2 -3.0 86.55 na UG3 -3.0 86.65 na UG4 -3.0 86.85 na UG5 -3.0 86.92 na UG6 -3.0 86.96 na UG7 -14.5 92.35 na SRC -14.5 92.46 na 27.75 0.3 92.5 7.0 30.15 0.3 92.5 7.0 32.42 0.3 92.5 7.0 37.09 0.3 92.5 7.0 40.1 0.3 92.5 7.0 41.59 0.3 92.5 7.0 28.12 0.3 80 7.0 30.54 0.3 80 7.0 32.84 0.3 80 7.0 37.57 0.3 80 7.0 40.61 0.3 80 7.0 42.12 0.3 80 7.0 The maximum velocity is 26.74 and it occurs in the pipe between nodes 311 and 313 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt ef. "C'.or Ftngs Pe Pv ******* Notes 0. int Qt Pf/Ft Eqv. Ln. Total Pf Pn S300 27.75 1.049 IT 5.0 0.500 12.032 K Factor = 8.00 to 120.0 0.0 5.000 0.217 300 27.75 0.2385 0.0 5.500 1.312 Vel = 10.30 0.0 27.75 13.561 K Factor = 7.54 S301 30.15 1.049 IT 5.0 0.500 14.200 K Factor =8.00 to 120.0 0.0 5.000 0.217 301 30.15 0.2780 0.0 5.500 1.529 Vet = 11.19 0.0 30.15 15.946 K Factor = 7.55 S302 32.42 1.049 1 5.0 0.500 16.425 K Factor 8.00 to 120.0 0.0 5.000 0.217 302 32.42 0.3180 0.0 5.500 1.749 Vel = 12.04 0.0 32.42 18.391 K Factor 7.56 S303 37.09 1.049 IT 5.0 0.500 21.498 K Factor =8.00 to 120.0 0.0 5.000 0.217 303 37.09 0.4078 0.0 5.500 2.243 Vel = 13.77 0.0 37.09 23.958 K Factor = 7.58 S304 40.10 1.049 IT 5.0 0.500 25.123 K Factor = 8.00 120.0 0.0 5.000 0.217 4 40.1 0.4711 0.0 5.500 2.591 Vel = 14.89 0.0 40.10 27.931 K Factor = 7.59 S305 41.59 1.049 IT 5.0 0.500 27.025 K Factor = 8.00 to 120.0 0.0 5.000 0.217 305 41.59 0.5040 0.0 5.500 2.772 Vel = 15.44 0.0 41.59 30.014 KFactor = 7.59 S307 28.12 1.049 1 5.0 0.500 12.354 K Factor = 8.00 to 120.0 0.0 5.000 0.217 307 28.12 0.2442 0.0 5.500 1.343 Vet = 10.44 0.0 28.12 13.914 K Factor = 7.54 S308 30.54 1.049 IT 5.0 0.500 14.575 K Factor = 8.00 to 120.0 0.0 5.000 0.217 308 30.54 0.2847 0.0 5.500 1.566 Vel = 11.34 0.0 30.54 16.358 K Factor= 7.55 S309 32.84 1.049 IT 5.0 0.500 16.855 K Factor =8.00 to 120.0 0.0 5.000 0.217 309 32.84 0.3258 0.0 5.500 1.792 Vet = 12.19 0.0 32.84 18.864 K Factor = 7.56 310 37.57 1.049 IT 5.0 0.500 22.053 K Factor 8.00 010 120.0 0.0 5.000 0.217 37.57 0.4176 0.0 5.500 2.297 Vel = 13.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calcul ations - Hazen-Williams Schmidt Fire Protection Page 6 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Notes int Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 37.57 24.567 K Factor = 7.58 S311 40.61 1.049 1 T 5.0 0.500 25.766 K Factor = 8.00 to 120.0 0.0 5.000 0.217 311 40.61 0.4824 0.0 5.500 2.653 Vet = 15.08 0.0 40.61 28.636 K Factor = 7.59 S312 42.12 1.049 iT 5.0 0.500 27.717 K Factor = 8.00 to 120.0 0.0 5.000 0.217 312 42.12 0.5160 0.0 5.500 2.838 VeI = 15.64 0.0 42.12 30.772 K Factor = 7.59 300 27.75 1.049 0.0 10.000 13.561 to 120.0 0.0 0.0 0.0 301 27.75 0.2385 0.0 10.000 2.385 Vet = 10.30 301 30.15 1.38 0.0 10.000 15.946 to 120.0 0.0 0.0 0.0 302 57.9 0.2445 0.0 10.000 2.445 Vet = 12.42 302 32.42 1.38 0.0 10.000 18.391 to 120.0 0.0 0.0 0.0 03 90.32 0.5567 0.0 10.000 5.567 VeI = 19.37 37.09 1.61 0.0 8.000 23.958 J 3 120.0 0.0 0.0 0.0 304 127.41 0.4966 0.0 8.000 3.973 Vet = 20.08 304 40.10 1.61 iT 8.0 1.920 27.931 to 120.0 0.0 8.000 0.0 306 167.51 0.8240 0.0 9.920 8.174 Vet = 26.40 0.0 167.51 36.105 K Factor 27.88 305 41.59 1.049 iT 5.0 7.080 30.014 to 120.0 0.0 5.000 0.0 306 41.59 0.5042 0.0 12.080 6.091 Vet = 15.44 0.0 41.59 36.105 KFactor 6.92 307 28.12 1.049 0.0 10.000 13.914 to 120.0 0.0 0.0 0.0 308 28.12 0.2444 0.0 10.000 2.444 Vet = 10.44 308 30.54 1.38 0.0 10.000 16.358 to 120.0 0.0 0.0 0.0 309 58.66 0.2506 0.0 10.000 2.506 Vet = 12.58 309 32.84 1.38 0.0 10.000 18.864 to 120.0 0.0 0.0 0.0 310 91.5 0.5703 0.0 10.000 5.703 Vet = 19.63 310 37.57 1.61 0.0 8.000 24.567 to 120.0 0.0 0.0 0.0 ,dwjj1 1 129.07 0.5086 0.0 8.000 4.069 Vel = 20.34 To Ii 40.61 1.61 iT 8.0 1.920 28.636 120.0 0.0 8.000 0.0 313 169.68 0.8439 0.0 9.920 8.371 Vet = 26.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Cal cul ations - Hazen-Williams Schmidt Fire Protection Page 7 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. 03 Dia. Fitting Pipe Pt Pt "C" or Ftngs Pe Pv Notes 411b f. int Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 169.68 37.007 K Factor = 27.89 312 42.12 1.049 iT 5.0 7.080 30.772 to 120.0 0.0 5.000 0.0 313 42.12 0.5161 0.0 12.080 6.235 Vel = 15.64 0.0 42.12 37.007 K Factor = 6.92 306 209.10 2.635 0.0 8.000 36.105 to 120.0 0.0 0.0 0.0 313 209.1 0.1128 0.0 8.000 0.902 Vel= 12.30 313 211.80 2.635 31 24.711 8.830 37.007 to 120.0 1J 14.827 39.538 0.0 314 420.9 0.4113 0.0 48.368 19.894 Vel = 24.76 314 0.0 4.26 0.0 1.500 56.901 to 120.0 0.0 0.0 0.0 B2 420.9 0.0400 0.0 1.500 0.060 Vel = 9.47 B2 0.0 4.26 0.0 10.080 56.961 to 120.0 0.0 0.0 0.0 B3 420.9 0.0396 0.0 10.080 0.399 Vel = 9.47 B3 0.0 4.26 91 82.953 39.250 57.360 120.0 0.0 82.953 0.0 420.9 0.0396 0.0 122.203 4.845 Vel = 9.47 W4 0.0 4.26 21 18.434 31.375 62.205 to 120.0 0.0 18.434 0.0 B5 420.9 0.0396 0.0 49.809 1.974 Vel = 9.47 65 0.0 4.26 21 18.434 50.500 64.179 to 120.0 0.0 18.434 -0.035 B6 420.9 0.0396 0.0 68.934 2.733 Vel = 9.47 B6 0.0 4.26 11 9.217 78.750 66.877 to 120.0 1J 21.067 30.284 0.901 B7 420.9 0.0396 0.0 109.034 4.322 Vel = 9.47 B7 0.0 4.26 11 9.217 6.420 72.100 to 120.0 0.0 9.217 0.0 TOR2 420.9 0.0396 0.0 15.637 0.620 Vel = 9.47 TOR2 0.0 6.357 iFsp 0.0 8.500 72.720 to 120.0 1 12.573 84.241 4.681 * Fixed loss = 1 BOR2 420.9 0.0057 1J 31.433 92.741 0.524 Vel = 4.25 is 40.235 BOR2 0.0 6.357 41 50.294 9.710 77.925 to 120.0 0.0 50.294 1.083 FLG 420.9 0.0056 0.0 60.004 0.338 Vel = 4.25 FLG 0.0 8.27 1E 28.468 8.500 79.346 to 140.0 0.0 28.468 1.516 UG1 420.9 0.0012 0.0 36.968 0.044 Vel = 2.51 UG1 0.0 7.98 3F 40.774 274.500 80.906 to 150.0 1 27.183 67.956 0.0 (FL -- 420.9 0.0012 0.0 342.456 0.422 Vel = 2.70 WKFL 0.0 7.98 3E 81.548 39.000 81.328 to 150.0 iT 52.855 140.443 5.000 * Fixed loss = 5 UG2 420.9 0.0012 1G 6.041 179.443 0.222 Vel = 2.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 8 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt 'C' or Ftng's Pe Pv ******* Notes ff. int Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 -122.08 9.79 1G 6.747 345.000 86.550 to 150.0 iT 67.474 74.221 0.0 UG3 298.82 0.0002 0.0 419.221 0.101 Vel = 1.27 UG3 0.0 9.79 4F 59.378 745.000 86.651 to 150.0 1G 6.747 66.125 0.0 UG4 298.82 0.0002 0.0 811.125 0.196 Vet = 1.27 UG4 0.0 9.79 1E 29.689 270.000 86.847 to 150.0 0.0 29.688 0.0 UG5 298.82 0.0002 0.0 299.688 0.073 Vet = 1.27 UG5 0.0 9.79 1G 6.747 177.000 86.920 to 150.0 0.0 6.747 0.0 UG6 298.82 0.0002 0.0 183.747 0.044 Vet = 1.27 0.0 298.82 86.964 K Factor= 32.04 UG2 622.07 9.79 1E 29.689 405.000 86.550 Qa = 500 to 150.0 1 6.747 36.435 0.0 UG6 622.07 0.0009 0.0 441.435 0.414 Vel = 2.65 UG6 298.83 9.79 iT 67.474 111.500 86.964 to 150.0 2G 13.495 95.814 4.981 UG7 920.9 0.0019 IF 14.844 207.314 0.403 Vel = 3.92 7 0.0 9.79 0.0 60.000 92.348 WC 150.0 0.0 0.0 0.0 920.9 0.0019 0.0 60.000 0.116 Vet = 3.92 0.0 920.90 .. 92.464 K Factor = 95.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design Schmidt Fire Protection 4760 Murphy Canyon Rd. San Diego, Ca. 92123 858-279-6122 Job Name : ISIS PHARMACEUTICALS Building : C Location : 2855 GAZELLE COURT CARLSBAD, CA. 92010 System 400 Contract : SFP-813 Data File : 400.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Page ISIS PHARMACEUTICALS Date 10/5/10 yraulic Design Information Sheet 0 ne - ISIS PHARMACEUTICALS Date - 10/5/10 cation - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - C System No. - 400 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-8 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - VARIES Occupancy - S NFPA 13 flLt.Haz. Ord.Haz.Gp.()l(X)2()3 Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E £4 Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - VARIES ( ) Dry Model H E Elevation at Highest Outlet - 13-7" ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 517 Press Required - 86.5 BOR2 Summary C-Factor Used: 120 Overhead 150 Underground S Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/29/10 Cap. - T Time of Test - 10:15 AM Rated Cap.- Elev.- E Static Press - 120 @ Press - R Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow S Elevation - -14-6" U P Location - HYDRANTS ON GAZELLE CT. P L Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH Y CARLSBAD WATER DEPARTMENT AS WITNESS C Commodity Class Location 0 Storage Ht. Area Aisle W. £4 Storage Method: Solid Piled 11 Palletized Rack H Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ()Mult.Row 0 C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Su ly Curve (C) Schmidt Fi otection Page - ISIS PHARMACEUTICALS Date 10/5/10 City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 12.127 C2 - Residual Pressure: 99 D2 - System Flow : 517.257 C2 - Residual Flow : 1360 D2 - System Pressure : 101.312 Hose (Adj City) Hose ( Demand) : 250 D3 - System Demand : 767.257 Safety Margin : 3.567 150 140 130 p120 Cl R 110 - - -_. ____ 2 100 : - r - 80 U70 R6° E5° 40 30 20 10 --Dl— _, 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings 1"otection Summary Schmidt Fi U Page ISIS PHARMACEUTICALS Date 10/5/10 Fitting Legend Abbrev. Name 1/ ~ 1 11/4 11/2 2 21/2 3 31/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA I345'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T NFPA I39O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Schmidt Fire Protection Page 4 ISIS PHARMACEUTICALS Date 10/5/10 Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. 25.2 0.2 126 7.0 26.24 0.2 126 7.0 27.23 0.2 126 7.0 29.28 0.2 126 7.0 30.92 0.2 126 7.0 32.91 0.2 120 7.0 26.25 0.2 108 7.0 27.68 0.2 108 7.0 29.04 0.2 108 7.0 31.84 0.2 108 7.0 35.51 0.2 120 7.0 27.71 0.2 108 7.0 29.03 0.2 108 7.0 30.45 0.2 108 7.0 33.38 0.2 108 7.0 34.56 0.2 120 7.0 40.02 0.2 120 7.0 S400 13.5 5.6 20.25 na S401 13.5 5.6 21.96 na S402 13.5 5.6 23.65 na S403 13.5 5.6 27.34 na S404 13.5 5.6 30.48 na S405 13.0 5.6 34.54 na S407 13.54 5.6 21.98 na S408 13.54 5.6 24.44 na S406 13.54 5.6 26.89 na S410 13.54 5.6 32.34 na S411 13.0 5.6 40.2 na S414 13.58 5.6 24.48 na S415 13.58 5.6 26.86 na S416 13.58 5.6 29.56 na S417 13.58 5.6 35.53 na S418 13.58 5.6 38.09 na S421 13.54 5.6 51.07 na 400 13.0 21.56 na 401 13.0 23.36 na 402 13.0 25.13 na 403 13.0 29.01 na 404 13.0 32.3 na 405 12.5 36.56 na 407 13.04 23.38 na 408 13.04 25.96 na 409 13.04 28.54 na 410 13.04 34.25 na 411 12.5 42.48 na 412 12.5 44.88 na 4 13.08 26.01 na 4 13.08 28.51 na 13.08 31.33 na 417 13.08 37.59 na 418 13.08 40.28 na 419 13.08 42.82 na 421 13.04 53.87 . na 422 13.04 54.08 na 406 11.25 53.27 na 413 11.58 53.4 na 420 11.96 54.13 na 423 12.17 55.16 na 424 13.58 71.89 na B6 13.58 72.98 na B7 11.5 80.21 na TOR2 11.5 81.12 na BOR2 3.0 86.56 na FLG 0.5 88.14 na UG1 -3.0 89.72 na BKFL -3.0 90.34 na UG2 -3.0 95.67 na UG3 -3.0 95.74 na UG4 -3.0 95.88 na UG5 -3.0 95.93 na UG6 -3.0 95.96 na UG7 -14.5 101.23 na SRC -14.5 101.31 na maximum velocity is 19.88 and it occurs in the pipe between nodes 423 and 424 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt "C' or Ftng's Pe Pv Notes ff. int Qt PfIFt Eqv. Ln. Total Pf Pn S400 25.20 1.049 IT 5.0 0.500 20.250 K Factor =5.60 to 120.0 0.0 5.000 0.217 400 25.2 0.1995 0.0 5.500 1.097 Vet = 9.35 0.0 25.20 21.564 K Factor = 5.43 S401 26.24 1.049 1 5.0 0.500 21.960 K Factor 5.60 to 120.0 0.0 5.000 0.217 401 26.24 0.2151 0.0 5.500 1.183 Vet = 9.74 0.0 26.24 23.360 K Factor = 5.43 S402 27.23 1.049 IT 5.0 0.500 23.645 K Factor = 5.60 to 120.0 0.0 5.000 0.217 402 27.23 0.2304 0.0 5.500 1.267 Vel = 10.11 0.0 27.23 25.129 K Factor = 5.43 S403 29.28 1.049 IT 5.0 0.500 27.344 K Factor = 5.60 to 120.0 0.0 5.000 0.217 403 29.28 0.2635 0.0 5.500 1.449 Vel = 10.87 0.0 29.28 29.010 K Factor = 5.44 404 30.92 1.049 IT 5.0 0.500 30.481 K Factor =5.60 120.0 0.0 5.000 0.217 4 30.92 0.2913 0.0 5.500 1.602 Vet = 11.48 0.0 30.92 32.300 K Factor = 5.44 S405 32.91 1.049 IT 5.0 0.500 34.541 K Factor = 5.60 to 120.0 0.0 5.000 0.217 405 32.91 0.3269 0.0 5.500 1.798 Vet = 12.22 0.0 32.91 36.556 K Factor= 5.44 S407 26.25 1.049 IT 5.0 0.500 21.978 K Factor 5.60 to 120.0 0.0 5.000 0.217 407 26.25 0.2151 0.0 5.500 1.183 Vet = 9.74 0.0 26.25 23.378 K Factor = 5.43 S408 27.68 1.049 IT 5.0 0.500 24.438 K Factor = 5.60 to 120.0 0.0 5.000 0.217 408 27.68 0.2375 0.0 5.500 1.306 Vet = 10.28 0.0 27.68 25.961 K Factor = 5.43 S406 29.04 1.049 1 5.0 0.500 26.892 K Factor = 5.60 to 120.0 0.0 5.000 0.217 409 29.04 0.2593 0.0 5.500 1.426 Vet = 10.78 0.0 29.04 28.535 K Factor = 5.44 1031.84 1.049 iT 5.0 0.500 32.337 KFactor=5.60 4w, 120.0 0.0 5.000 0.217 0 31.84 0.3076 0.0 5.500 1.692 Vet = 11.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 6 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" or Ftng's Fe Pv Notes ff. int Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 31.84 34.246 K Factor 5.44 S411 35.51 1.049 1 5.0 0.500 40.199 K Factor = 5.60 to 120.0 0.0 5.000 0.217 411 35.51 0.3762 0.0 5.500 2.069 Vet = 13.18 0.0 35.51 42.485 K Factor = 5.45 S414 27.71 1.049 IT 5.0 0.500 24.484 K Factor 5.60 to 120.0 0.0 5.000 0.217 414 27.71 0.2378 0.0 5.500 1.308 Vel = 10.29 0.0 27.71 26.009 K Factor = 5.43 S415 29.03 1.049 IT 5.0 0.500 26.864 K Factor 5.60 to 120.0 0.0 5.000 0.217 415 29.03 0.2591 0.0 5.500 1.425 Vel = 10.78 0.0 29.03 28.506 K Factor = 5.44 S416 30.45 1.049 1 5.0 0.500 29.559 K Factor 5.60 to 120.0 0.0 5.000 0.217 416 30.45 0.2831 0.0 5.500 1.557 Vel = 11.30 . 0.0 30.45 31.333 K Factor = 5.44 8417 33.38 1.049 IT 5.0 0.500 35.528 K Factor =5.60 to 120.0 0.0 5.000 0.217 417 33.38 0.3355 0.0 5.500 1.845 Vet = 12.39 0.0 33.38 37.590 K Factor = 5.44 S418 34.56 1.049 IT 5.0 0.500 38.095 K Factor 5.60 to 120.0 0.0 5.000 0.217 418 34.56 0.3580 0.0 5.500 1.969 Vet = 12.83 0.0 34.56 40.281 K Factor = 5.45 S421 40.02 1.049 IT 5.0 0.500 51.071 K Factor 5.60 to 120.0 0.0 5.000 0.217 421 40.02 0.4695 0.0 5.500 2.582 Vel = 14.86 0.0 40.02 53.870 K Factor = 5.45 400 25.20 1.049 0.0 9.000 21.564 to 120.0 0.0 0.0 0.0 401 25.2 0.1996 0.0 9.000 1.796 Vet = 9.35 401 26.24 1.38 0.0 9.000 23.360 to 120.0 0.0 0.0 0.0 402 51.44 0.1966 0.0 9.000 1.769 Vet = 11.03 402 27.23 1.38 0.0 9.000 25.129 to 120.0 0.0 0.0 0.0 78.67 0.4312 0.0 9.000 3.881 Vel = 16.87 .3 3 29.29 1.61 0.0 9.000 29.010 to 120.0 0.0 0.0 0.0 404 107.96 0.3656 0.0 9.000 3.290 Vet = 17.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 7 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftngs Pe Pv Notes int Qt Pf/Ft Eqv. Ln. Total Pf Pn 404 30.91 2.067 3E 15.0 8.420 32.300 to 120.0 0.0 15.000 0.217 405 138.87 0.1725 0.0 23.420 4.039 Vel = 13.28 405 32.92 2.067 3E 15.0 38.250 36.556 to 120.0 IT 10.0 25.000 0.541 406 171.79 0.2557 0.0 63.250 16.172 Vel = 16.43 0.0 171.79 53.269 K Factor = 23.54 407 26.25 1.049 0.0 12.000 23.378 to 120.0 0.0 0.0 0.0 408 26.25 0.2153 0.0 12.000 2.583 Vel = 9.74 408 27.69 1.38 0.0 12.000 25.961 to 120.0 0.0 0.0 0.0 409 53.94 0.2145 0.0 12.000 2.574 Vel = 11.57 409 29.04 1.38 0.0 12.000 28.535 to 120.0 0.0 0.0 0.0 410 82.98 0.4759 0.0 12.000 5.711 Vel = 17.80 410 31.84 1.61 3E 12.0 7.540 34.246 to 120.0 0.0 12.000 0.234 411 114.82 0.4097 0.0 19.540 8.005 Vel = 18.09 11 35.51 2.067 0.0 12.000 42.485 120.0 0.0 0.0 0.0 2 150.33 0.1997 0.0 12.000 2.397 Vel = 14.37 412 0.0 2.067 IE 5.0 25.670 44.882 to 120.0 iT 10.0 15.000 0.398 413 150.33 0.1998 0.0 40.670 8.124 Vel = 14.37 0.0 150.33 53.404 K Factor = 20.57 414 27.71 1.049 0.0 10.500 26.009 to 120.0 0.0 0.0 0.0 415 27.71 0.2378 0.0 10.500 2.497 Vel = 10.29 415 29.02 1.38 0.0 12.000 28.506 to 120.0 0.0 0.0 0.0 416 56.73 0.2356 0.0 12.000 2.827 Vel = 12.17 416 30.45 1.38 0.0 12.000 31.333 to 120.0 0.0 0.0 0.0 417 87.18 0.5214 0.0 12.000 6.257 Vel = 18.70 417 33.38 1.61 0.0 6.000 37.590 to 120.0 0.0 0.0 0.0 418 120.56 0.4485 0.0 6.000 2.691 Vel = 19.00 418 34.56 2.067 0.0 12.000 40.281 to 120.0 0.0 0.0 0.0 419 155.12 0.2117 0.0 12.000 2.540 VeI= 14.83 419 0.0 2.067 3E 15.0 26.125 42.821 to 120.0 iT 10.0 25.000 0.485 0 ' 155.12 0.2117 0.0 51.125 10.822 Vel = 14.83 0.0 155.12 54.128 KFactor 21.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 8 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt ef. C or Ftngs Pe Pv Notes int Qt Pf/Ft Eqv. Ln. Total Pf Pn 421 40.02 2.067 0.0 12.000 53.870 to 120.0 0.0 0.0 0.0 422 40.02 0.0173 0.0 12.000 0.208 Vet = 3.83 422 0.0 2.067 1E 5.0 25.670 54.078 to 120.0 iT 10.0 15.000 0.377 423 40.02 0.0173 0.0 40.670 0.702 Vel = 3.83 0.0 40.02 55.157 K Factor = 5.39 406 171.79 3.26 0.0 10.000 53.269 to 120.0 0.0 0.0 -0.143 413 171.79 0.0278 0.0 10.000 0.278 Vel = 6.60 413 150.32 3.26 0.0 10.000 53.404 to 120.0 0.0 0.0 -0.165 420 322.11 0.0889 0.0 10.000 0.889 Vel = 12.38 420 155.13 3.26 0.0 6.080 54.128 to 120.0 0.0 0.0 -0.091 423 477.24 0.1842 0.0 6.080 1.120 VeI= 18.34 423 40.02 3.26 41 26.879 36.830 55.157 to 120.0 1J 17.471 44.350 -0.611 424 517.26 0.2136 0.0 81.180 '17.342 Vel = 19.88 4 0.0 4.26 0.0 18.790 71.888 120.0 0.0 0.0 0.0 6 517.26 0.0580 0.0 18.790 1.090 Vel = 11.64 B6 0.0 4.26 ii 9.217 78.750 72.978 to 120.0 1J 21.067 30.284 0.901 B7 517.26 0.0580 0.0 109.034 6.329 Vel = 11.64 B7 0.0 4.26 ii 9.217 6.420 80.208 to 120.0 0.0 9.217 0.0 TOR2 517.26 0.0581 0.0 15.637 0.908 Vel = 11.64 TOR2 0.0 6.357 lFsp 0.0 8.500 81.116 to 120.0 1 12.573 84.241 4.681 * Fixed loss = 1 BOR2 517.26 0.0083 1J 31.433 92.741 0.767 Vet = 5.23 is 40.235 BOR2 0.0 6.357 41 50.294 9.710 86.564 to 120.0 0.0 50.294 1.083 FLG 517.26 0.0082 0.0 60.004 0.495 Vel = 5.23 FLG 0.0 8.27 1 28.468 8.500 88.142 to 140.0 0.0 28.468 1.516 UG1 517.26 0.0017 0.0 36.968 0.064 Vel = 3.09 UG1 0.0 7.98 3F 40.774 274.500 89.722 to 150.0 1E 27.183 67.956 0.0 BKFL 517.26 0.0018 0.0 342.456 0.619 Vet = 3.32 BKFL 0.0 7.98 3E 81.548 39.000 90.341 to 150.0 iT 52.855 140.443 5.000 * Fixed loss = 5 UG2 517.26 0.0018 1G 6.041 179.443 0.324 Vet = 3.32 G2 -268.29 9.79 IG 6.747 345.000 95.665 150.0 IT 67.474 74.221 0.0 G3 248.97 0.0002 0.0 419.221 0.072 Vet = 1.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 9 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftng's Pe Pv ******* Notes int Qt Pf/Ft Eqv. Ln. Total Pf Pn UG3 0.0 9.79 4F 59.378 745.000 95.737 to 150.0 1G 6.747 66.125 0.0 UG4 248.97 0.0002 0.0 811.125 0.141 Vel = 1.06 UG4 0.0 9.79 1E 29.689 270.000 95.878 to 150.0 0.0 29.688 0.0 UG5 248.97 0.0002 0.0 299.688 0.051 Vel = 1.06 UG5 0.0 9.79 1G 6.747 177.000 95.929 to 150.0 0.0 6.747 0.0 UG6 248.97 0.0002 0.0 183.747 0.032 Vel = 1.06 0.0 248.97 95.961 K Factor= 25.42 UG2 518.29 9.79 1E 29.689 405.000 95.665 Qa = 250 to 150.0 1G 6.747 36.435 0.0 UG6 518.29 0.0007 0.0 441.435 0.296 Vel = 2.21 UG6 248.97 9.79 IT 67.474 111.500 95.961 to 150.0 2G 13.495 95.814 4.981 UG7 767.26 0.0014 1 14.844 207.314 0.287 Vel = 3.27 UG7 0.0 9.79 0.0 60.000 101.229 to 150.0 0.0 0.0 0.0 SRC 767.26 0.0014 0.0 60.000 0.083 Vel 3.27 . 0.0 767.26 101.312 KFactor= 76.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design SCHMIDT FIRE PROTECTION 4760 MURPHY CANYON RD. SAN DIEGO,CA 92123 8582796122 Job Name : ISIS PHARMACEUTICALS Building : A Location : 2855 GAZELLE COURT CARLSBAD, CA. 92010 System : 500 Contract : SFP-813 Data File : 500 2A 10 28 10.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SCHMIDT FIRE PROTECTION ISIS PHARMACEUTICALS Page 1 Date 10/5/10 Hydraulic Design Information Sheet Name - ISIS PHARMACEUTICALS Date - 10/5/10 Location - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - A System No. - 500 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-17 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 10'-0" Occupancy - S ( ) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E N Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .1 (X) Wet Make VIKING D Area Per Sprinkler - VARIES ( ) Dry Model M B Elevation at Highest Outlet - 29'-11" ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 252.6 Press Required - 57.6 BORl Summary C-Factor Used: 120 Overhead 150 Underground .W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/29/10 Cap. - T Time of Test - 10:15 AM Rated Cap.- Elev.- E Static Press - 120 @ Press - R Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow S Elevation - -14'-6" U P Location - HYDRANTS ON GAZELLE CT. P L Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH Y CARLSBAD WATER DEPARTMENT AS WITNESS C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet TA Mult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham NH. USA 03087 Water•PIY Curve (C) SCHMIDT FIRE PROTECTION Page 2 ISIS PHARMACEUTICALS Date 10/5/10 City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 17.541 C2 - Residual Pressure: 99 D2 - System Flow : 252.643 C2 - Residual Flow : 1360 D2 - Sr mste Pressure : 70.741 Hose AdjCity ________Hose Demand) : 100 D3 - System Demand : 352.643 Safety Margin : 36.518 150 140 130 P 120 : ________ R110 - E 100 - - -10 Percer UiiJii - ----- --- - 90 S80 2 u 70 R6° E5° 40 30 20 Dl 10 • — ...., I I a ________________________ ___________________________ 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittingled Summary 0 SCHMIDT FIRE PROTECTION Page 3 ISIS PHARMACEUTICALS Date 10/5/10 Fitting Legend Abbrev. Name ½ % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 H 45 Grvd-Vic Elbow #11 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD SCHMIDT FIRE PROTECTION Page 4 ISIS PHARMACEUTICALS Date 10/5/10 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 500 26.0 5.6 7.0 na 14.82 0.1 122 7.0 501 26.0 5.6 7.49 na 15.33 0.1 136 7.0 502 29.5 7.29 na 503 26.0 5.6 8.3 na 16.13 0.1 153 7.0 504 29.5 8.22 na 505 26.0 5.6 9.65 na 17.4 0.1 146 7.0 506 29.5 9.8 na 507 26.0 5.6 10.2 na 17.88 0.1 117 7.0 508 29.5 10.8 na 509 26.0 5.6 7.6 na 15.44 0.1 128 7.0 510 26.0 5.6 8.08 na 15.92 0.1 56 7.0 511 29.75 7.86 na 512 26.0 5.6 8.89 na 16.7 0.1 109 7.0 513 29.75 8.79 na 514 26.0 5.6 10.39 na 18.05 0.1 133 7.0 515 29.75 10.52 na 516 26.0 5.6 11.07 na 18.64 0.1 132 7.0 517 29.75 11.63 na 518 26.0 5.6 8.28 na 16.12 0.1 128 7.0 519 26.0 5.6 8.25 na 16.08 0.1 86 7.0 520 29.92 8.33 na 521 26.0 5.6 8.46 na 16.29 0.1 93 7.0 522 29.92 8.42 na 523 26.0 5.6 10.61 na 18.24 0.1 141 7.0 524 29.92 10.69 na 525 26.0 5.6 12.27 na 19.61 0.1 91 7.0 0526 29.92 527 29.92 12.37 14.12 na na CO1 29.0 15.56 na CO2 29.0 15.63 na CO3 29.0 15.89 na C04 29.0 20.11 na C05 29.0 28.58 na C06 29.0 30.57 na C07 29.0 34.81 na C08 29.0 36.11 na C09 29.0 38.06 na C10 29.0 38.49 na Cli 29.0 40.58 na C12 13.92 47.49 na A7.5 11.5 49.53 na A8 11.5 49.99 na A9 11.5 52.32 na TORI 11.5 52.75 na BOR1 3.0 57.64 na FLG 0.5 58.82 na UG1 -3.0 60.35 na BKFL -3.0 60.52 na UG2 -3.0 65.6 na UG3 -3.0 65.62 na UG4 -3.0 65.65 na UG5 -3.0 65.67 na UG6 -3.0 65.67 na UG7 -14.5 70.72 na SRC -14.5 70.74 na The maximum velocity is 13.61 and it occurs in the pipe between nodes 526 and 527 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 5 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 500 14.82 1.049 4E 8.0 16.170 7.000 K Factor =5.60 to 120.0 0.0 8.000 -1.516 502 14.82 0.0747 0.0 24.170 1.806 VeI= 5.50 0.0 14.82 7.290 K Factor = 5.49 501 15.33 1.049 3E 6.0 5.500 7.493 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.516 502 15.33 0.0796 0.0 16.500 1.313 Vel = 5.69 502 14.82 1.38 0.0 12.750 7.290 to 120.0 0.0 0.0 0.0 504 30.15 0.0731 0.0 12.750 0.932 Vel = 6.47 0.0 30.15 8.222 KFactor= 10.51 503 16.13 1.049 3E 6.0 5.500 8.296 K Factor = 5.60 to 120.0 IT 5.0 11.000 -1.516 504 16.13 0.0874 0.0 16.500 1.442 VeI= 5.99 504 30.14 1.38 0.0 9.750 8.222 .to 120.0 0.0 0.0 0.0 506 46.27 0.1615 0.0 9.750 1.575 VeI= 9.93 0.0 46.27 9.797 KFactor= 14.78 505 17.40 1.049 3E 6.0 5.500 9.654 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.516 506 17.4 0.1005 0.0 16.500 1.659 VeI= 6.46 506 46.27 1.61 0.0 7.250 9.797 to 120.0 0.0 0.0 0.0 508 63.67 0.1377 0.0 7.250 0.998 VeI= 10.03 0.0 63.67 10.795 KFactor= 19.38 507 17.88 1.049 3E 6.0 9.000 10.195 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.516 508 17.88 0.1058 0.0 20.000 2.116 VeI= 6.64 508 63.67 1.61 1E 4.0 8.920 10.795 to 120.0 1 8.0 12.000 0.217 CO1 81.55 0.2175 0.0 20.920 4.551 Vel = 12.85 0.0 81.55 15.563 K Factor = 20.67 509 15.44 1.049 4E 8.0 15.340 7.603 K Factor =5.60 to 120.0 0.0 8.000 -1.624 511 15.44 0.0806 0.0 23.340 1.881 Vel = 5.73 . 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 6 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PffFt Eqv. Ln. Total Pt Pn 15.44 7.860 K Factor = 5.51 510 15.92 1.049 3E 6.0 5.500 8.077 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.624 511 15.92 0.0853 0.0 16.500 1.407 Vel = 5.91 511 15.44 1.38 0.0 11.830 7.860 to 120.0 0.0 0.0 0.0 513 31.36 0.0787 0.0 11.830 0.931 Vel = 6.73 0.0 31.36 8.791 K Factor = 10.58 512 16.70 1.049 3E 6.0 5.330 8.893 K Factor =5.60 to 120.0 iT 5.0 11.000 -1.624 513 16.7 0.0932 0.0 16.330 1.522 Vel = 6.20 513 31.36 1.38 0.0 10.000 8.791 to 120.0 0.0 0.0 0.0 515 48.06 0.1732 0.0 10.000 1.732 Vel = 10.31 0.0 48.06 10.523 K Factor = 14.82 .514 18.05 1.049 3E 6.0 5.330 10.390 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.624 515 18.05 0.1076 0.0 16.330 1.757 Vel = 6.70 515 48.06 1.61 0.0 7.500 10.523 to 120.0 0.0 0.0 0.0 517 66.11 0.1476 0.0 7.500 1.107 Vel = 10.42 0.0 66.11 11.630 KFactor= 19.39 516 18.64 1.049 3E 6.0 8.080 11.075 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.624 517 18.64 0.1142 0.0 19.080 2.179 VeI= 6.92 517 66.10 1.61 1E 4.0 3.750 11.630 to 120.0 iT 8.0 12.000 0.325 CO2 84.74 0.2335 0.0 15.750 3.678 Vel = 13.35 0.0 84.74 15.633 K Factor = 21.43 518 16.12 1.049 4E 8.0 11.920 8.285 K Factor =5.60 to 120.0 0.0 8.000 -1.698 520 16.12 0.0873 0.0 19.920 1.739 Vel = 5.98 0.0 16.12 8.326 KFactor= 5.59 519 16.08 1.049 3E 6.0 9.420 8.248 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.698 520 16.08 0.0870 0.0 20.420 1.776 Vel = 5.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 7 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Fin 520 16.12 1.38 0.0 1.170 8.326 to 120.0 0.0 0.0 0.0 522 32.2 0.0829 0.0 1.170 0.097 Vel = 6.91 0.0 32.20 8.423 KFactor= 11.09 521 16.29 1.049 3E 6.0 7.590 8.465 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.698 522 16.29 0.0891 0.0 18.590 1.656 Vel = 6.05 522 32.20 1.38 0.0 12.880 8.423 to 120.0 0.0 0.0 0.0 524 48.49 0.1762 0.0 12.880 2.269 Vel = 10.40 0.0 48.49 10.692 KFactor= 14.83 523 18.24 1.049 3E 6.0 5.250 10.607 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.698 524 18.24 0.1097 0.0 16.250 1.783 Vel = 6.77 524 48.49 1.61 0.0 11.170 10.692 .to 120.0 0.0 0.0 0.0 526 66.73 0.1501 0.0 11.170 1.677 VeI= 10.52 0.0 66.73 12.369 KFactor= 18.97 525 19.61 1.049 2E 4.0 5.340 12.267 K Factor = 5.60 to 120.0 1 5.0 9.000 -1.698 526 19.61 0.1255 0.0 14.340 1.800 Vel = 7.28 526 66.74 1.61 0.0 7.250 12.369 to 120.0 0.0 0.0 0.0 527 86.35 0.2418 0.0 7.250 1.753 Vel = 13.61 527 0.0 2.067 1E 5.0 4.130 14.122 to 120.0 IT 10.0 15.000 0.398 CO3 86.35 0.0716 0.0 19.130 1.370 Vel = 8.26 0.0 86.35 15.890 K Factor = 21.66 CO1 81.55 3.26 0.0 10.000 15.563 to 120.0 0.0 0.0 0.0 CO2 81.55 0.0070 0.0 10.000 0.070 Vel = 3.13 CO2 84.75 3.26 0.0 9.830 15.633 to 120.0 0.0 0.0 0.0 CO3 166.3 0.0261 0.0 9.830 0.257 Vel = 6.39 CO3 86.34 3.26 IJ 17.471 56.830 15.890 to 120.0 0.0 17.471 0.0 C04 252.64 0.0567 0.0 74.301 4.216 Vel = 9.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 8 ISIS PHARMACEUTICALS Date 10/5/10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C04 0.0 3.26 2J 34.943 114.460 20.106 to 120.0 0.0 34.943 0.0 C05 252.64 0.0567 0.0 149.403 8.478 Vel = 9.71 C05 0.0 3.26 0.0 35.040 28.584 to 120.0 0.0 0.0 0.0 C06 252.64 0.0568 0.0 35.040 1.989 Vel = 9.71 C06 0.0 3.26 2J 34.943 39.710 30.573 to 120.0 0.0 34.943 0.0 C07 252.64 0.0567 0.0 74.653 4.236 Vel = 9.71 C07 0.0 4.26 41 36.868 47.360 34.809 to 120.0 0.0 36.868 0.0 C08 252.64 0.0154 0.0 84.228 1.298 Vel = 5.69 C08 0.0 4.26 71 64.519 62.080 36.107 to 120.0 0.0 64.519 0.0 Cog 252.64 0.0154 0.0 126.599 1.953 Vel = 5.69 Cog 0.0 4.26 21 18.434 9.410 38.060 to 120.0 0.0 18.434 0.0 .C10 252.64 0.0154 0.0 27.844 0.429 Vel = 5.69 CIO 0.0 4.26 7H 32.259 57.520 38.489 to 120.0 51 46.085 78.344 0.0 Cli 252.64 0.0154 0.0 135.864 2.095 Vel = 5.69 Cli 0.0 4.26 11 9.217 15.420 40.584 to 120.0 0.0 9.217 6.531 C12 252.64 0.0154 0.0 24.637 0.380 Vel = 5.69 C12 0.0 4.26 21 18.434 24.420 47.495 to 120.0 1J 21.067 39.501 1.048 A7.5 252.64 0.0154 0.0 63.921 0.985 Vel = 5.69 A7.5 0.0 4.26 1H 4.608 15.920 49.528 to 120.0 11 9.217 13.825 0.0 A8 252.64 0.0154 0.0 29.745 0.459 Vel = 5.69 A8 0.0 4.26 41 36.868 114.290 49.987 to 120.0 0.0 36.868 0.0 A9 252.64 0.0154 0.0 151.158 2.331 Vel = 5.69 A9 0.0 6.357 71 88.014 110.625 52.318 to 120.0 0.0 88.014 0.0 TORi 252.64 0.0022 0.0 198.639 0.436 Vel = 2.55 TORi 0.0 6.357 lFsp 0.0 8.500 52.754 to 120.0 1 12.573 84.241 4.681 * Fixed loss = 1 BOR1 252.64 0.0022 1J 31.433 92.741 0.204 Vel = 2.55 15 40.235 .BORI 0.0 6.357 31 37.72 6.710 57.639 to 120.0 0.0 37.720 1.083 FLG 252.64 0.0022 0.0 44.430 0.097 Vel = 2.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 9 ISIS PHARMACEUTICALS Date 10/5/10 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 8.27 1 28.468 8.500 58.819 to 140.0 0.0 28.468 1.516 UG1 252.64 0.0005 0.0 36.968 0.017 Vet = 1.51 UG1 0.0 7.98 3F 40.774 274.500 60.352 to 150.0 1E 27.183 67.956 0.0 BKFL 252.64 0.0005 0.0 342.456 0.164 Vet = 1.62 BKFL 0.0 7.98 3E 81.548 39.000 60.516 to 150.0 IT 52.855 140.443 5.000 * Fixed loss = 5 UG2 252.64 0.0005 1 6.041 179.443 0.086 Vet = 1.62 UG2 -138.21 9.79 1 6.747 345.000 65.602 to 150.0 IT 67.474 74.221 0.0 UG3 114.43 0.0 0.0 419.221 0.018 Vet = 0.49 UG3 0.0 9.79 4F 59.378 745.000 65.620 to 150.0 1 6.747 66.125 0.0 UG4 114.43 0.0 0.0 811.125 0.033 Vet = 0.49 UG4 0.0 9.79 1 29.689 270.000 65.653 to 150.0 0.0 29.688 0.0 S UG5 114.43 0.0 0.0 299.688 0.012 Vet = 0.49 UG5 0.0 9.79 1G 6.747 177.000 65.665 to 150.0 0.0 6.747 0.0 UG6 114.43 0.0 0.0 183.747 0.008 Vet = 0.49 0.0 114.43 65.673 KFactor= 14.12 UG2 238.21 9.79 1E 29.689 405.000 65.602 Qa = 100 to 150.0 IG 6.747 36.435 0.0 UG6 238.21 0.0002 0.0 441.435 0.071 Vet = 1.02 UG6 114.43 9.79 IT 67.474 111.500 65.673 to 150.0 2G 13.495 95.814 4.981 UG7 352.64 0.0003 1 14.844 207.314 0.068 Vet = 1.50 UG7 0.0 9.79 0.0 60.000 70.722 to 150.0 0.0 0.0 0.0 SRC 352.64 0.0003 0.0 60.000 0.019 Vet = 1.50 0.0 352.64 70.741 K Factor = 41.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - . Fire Protection by Computer Design SCHMIDT FIRE PROTECTION 4760 MURPHY CANYON RD. SAN DIEGO,CA 92123 8582796122 Job Name Building : B Location 2855 GAZELLE COURT CARLSBAD, CA. 92010 System : 600 Contract : SFP-813 Data File : 600 2B 10 28 10.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 SCHMIDT FIRE PROTECTION Page 1 Date Hydraulic Design Information Sheet Name - ISIS PHARMACEUTICALS Date - 10/5/10 Location - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - B System No. - 600 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-18 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 10,-0" Occupancy - S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - VARIES ( ) Dry Model M E Elevation at Highest Outlet - 31.37' ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 399 Press Required - 75.5 BOR1 Summary C-Factor Used: 120 Overhead 150 Underground Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/29/10 Cap. - Time of Test - 10:15 AM Rated Cap.- Elev.- Static Press - 120 9 Press - Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow Elevation - Location - HYDRANTS ON GAZELLE CT. Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH CARLSBAD WATER DEPARTMENT AS WITNESS Commodity Class Location Storage Ht. Area Aisle W. Storage Method: Solid Piled Palletized % Rack Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non Mult. Row ( ) Open Shelf Flue Spacing Clearance:Storage to Ceiling Longitudinal Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i S U P P L Y C 0 N N SR TA O C R K A G E WatePI Curve (C) SCHMIDT FIRE PROTECTION Page 2 Date City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 17.541 C2 - Residual Pressure: 99 D2 - System Flow : 399.052 C2 - Residual Flow : 1360 D2 - SrAdj sm Pressure : 89.445 Hose City _______Hose Demand) : 250 D3 - System Demand : 649.052 Safety Margin : 16.265 150 140 130 P 120 R11° E 100 10 percer r :2 - D2 S90 - - 8O - _7L 70 + R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittingd Summary SCHMIDT FIRE PROTECTION Page 3 Date Fitting Legend Abbrev. Name ½ % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 H 45 Grvd-Vic Elbow #11 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 I 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD SCHMIDT FIRE PROTECTION Page 4 Date . Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 600 26.0 5.6 16.09 na 22.46 0.2 100 7.0 601 26.0 5.6 17.07 na 23.14 0.2 103 7.0 602 31.37 17.73 na 603 25.0 5.6 17.45 na 23.39 0.2 100 TO 604 31.37 19.08 na 605 25.0 5.6 18.23 na 23.91 0.2 82 TO 606 31.37 19.31 na 607 26.0 5.6 18.39 na 24.02 0.2 100 7.0 608 26.0 5.6 19.49 na 24.72 0.2 103 7.0 609 31.37 20.54 na 610 25.0 5.6 20.8 na 25.54 0.2 110 7.0 611 31.37 22.16 na 612 26.0 5.6 18.75 na 24.25 0.2 120 7.0 613 26.0 5.6 19.61 na 24.8 0.2 124 7.0 614 31.37 20.73 na 615 25.0 5.6 20.29 na 25.23 0.2 110 7.0 616 31.37 22.47 na 617 25.0 5.6 20.96 na 25.64 0.2 110 7.0 618 31.37 22.76 na 619 26.0 5.6 19.05 na 24.44 0.2 120 7.0 620 26.0 5.6 20.18 na 25.16 0.2 124 7.0 621 31.58 21.28 na 622 25.0 5.6 21.91 na 26.21 0.2 110 7.0 623 31.58 23.19 na 624 26.0 5.6 24.46 na 27.69 0.2 100 7.0 625 26.0 5.6 25.82 na 28.46 0.2 104 7.0 10626 D01 31.21 29.0 28.09 30.2 na na D02 29.0 30.24 na D03 29.0 30.51 na D04 29.0 31.19 na D05 29.0 34.64 na C08 29.0 41.67 na C09 29.0 46.22 na C10 29.0 47.22 na Cli 29.0 52.1 na C12 13.92 59.51 na A7.5 11.5 62.86 na A8 11.5 63.93 na A9 11.5 69.36 na TORi 11.5 70.37 na BOR1 3.0 75.53 na FLG 0.5 76.84 na UGi -3.0 78.39 na BKFL -3.0 78.78 na UG2 -3.0 83.98 na UG3 -3.0 84.03 na UG4 -3.0 84.13 na UG5 -3.0 84.17 na UG6 -3.0 84.19 na UG7 -14.5 89.38 na SRC -14.5 89.45 na The maximum velocity is 16.26 and it occurs in the pipe between nodes 623 and D04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 5 Date 5 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Pn 600 22.46 1.049 4E 8.0 16.620 16.088 K Factor = 5.60 to 120.0 0.0 8.000 -2.326 602 22.46 0.1613 0.0 24.620 3.972 Vel= 8.34 0.0 22.46 17.734 K Factor = 5.33 601 23.14 1.049 3E 6.0 6.540 17.071 K Factor = 5.60 to 120.0 1 5.0 11.000 -2.326 602 23.14 0.1704 0.0 17.540 2.989 Vel= 8.59 602 22.46 1.38 0.0 8.580 17.734 to 120.0 0.0 0.0 0.0 604 45.6 0.1572 0.0 8.580 1.349 Vel = 9.78 0.0 45.60 19.083 KFactor= 10.44 603 23.39 1.049 5E 10.0 10.280 17.447 K Factor =5.60 to 120.0 iT 5.0 15.000 -2.759 604 23.39 0.1739 0.0 25.280 4.395 Vel = 8.68 604 45.60 1.38 0.0 0.670 19.083 S to 120.0 0.0 0.0 0.0 606 68.99 0.3388 0.0 0.670 0.227 Vel = 14.80 0.0 68.99 19.310 KFactor= 15.70 605 23.91 1.049 3E 6.0 10.200 18.230 K Factor = 5.60 to 120.0 1 5.0 11.000 -2.759 606 23.91 0.1811 0.0 21.200 3.839 Vel = 8.88 606 68.99 1.61 3E 12.0 15.630 19.310 to 120.0 1 8.0 20.000 1.026 DOI 92.9 0.2768 0.0 35.630 9.864 Vel = 14.64 0.0 92.90 30.200 KFactor= 16.90 607 24.02 1.049 4E 8.0 16.530 18.391 K Factor = 5.60 to 120.0 0.0 8.000 -2.326 609 24.02 0.1826 0.0 24.530 4.478 Vel = 8.92 0.0 24.02 20.543 KFactor= 5.30 608 24.72 1.049 3E 6.0 6.540 19.490 K Factor = 5.60 to 120.0 IT 5.0 11.000 -2.326 609 24.72 0.1926 0.0 17.540 3.379 Vel= 9.18 609 24.02 1.38 0.0 9.080 20.543 to 120.0 0.0 0.0 0.0 611 48.74 0.1779 0.0 9.080 1.615 Vel = 10.45 5 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 6 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 48.74 22.158 KFactor= 10.35 610 25.54 1.049 3E 6.0 9.120 20.801 K Factor= 5.60 to 120.0 1 5.0 11.000 -2.759 611 25.54 0.2046 0.0 20.120 4.116 VeI= 9.48 611 48.74 1.38 1E 3.0 9.200 22.158 to 120.0 IT 6.0 9.000 1.026 D02 74.28 0.3877 0.0 18.200 7.057 Vel = 15.93 0.0 74.28 30.241 KFactor= 13.51 612 24.25 1.049 4E 8.0 15.200 18.748 K Factor = 5.60 to 120.0 0.0 8.000 -2.326 614 24.25 0.1858 0.0 23.200 4.311 Vel = 9.00 0.0 24.25 20.733 KFactor= 5.33 613 24.80 1.049 3E 6.0 6.790 19.612 K Factor = 5.60 to 120.0 iT 5.0 11.000 -2.326 614 24.8 0.1938 0.0 17.790 3.447 Vel = 9.21 614 24.25 1.38 0.0 9.670 20.733 to 120.0 0.0 0.0 0.0 616 49.05 0.1799 0.0 9.670 1.740 Vel = 10.52 0.0 49.05 22.473 KFactor= 10.35 615 25.23 1.049 4E 8.0 11.700 20.293 K Factor = 5.60 to 120.0 iT 5.0 13.000 -2.759 616 25.23 0.2000 0.0 24.700 4.939 Vel = 9.37 616 49.04 1.38 0.0 0.750 22.473 to 120.0 0.0 0.0 0.0 618 74.27 0.3880 0.0 0.750 0.291 Vel = 15.93 0.0 74.27 22.764 KFactor= 15.57 617 25.64 1.049 3E 6.0 11.120 20.964 K Factor = 5.60 to 120.0 iT 5.0 11.000 -2.759 618 25.64 0.2061 0.0 22.120 4.559 Vel = 9.52 618 74.27 1.61 1 4.0 9.200 22.764 to 120.0 iT 8.0 12.000 1.026 D03 99.91 0.3167 0.0 21.200 6.715 Vel = 15.75 0.0 99.91 30.505 KFactor= 18.09 619 24.44 1.049 4E 8.0 16.660 19.045 K Factor = 5.60 .to 621 24.44 120.0 0.1886 0.0 0.0 8.000 24.660 -2.417 4.650 Vel = 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 7 Date 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 24.44 21.278 KFactor= 5.30 620 25.16 1.049 3E 6.0 6.660 20.182 K Factor = 5.60 to 120.0 iT 5.0 11.000 -2.417 621 25.16 0.1989 0.0 17.660 3.513 Vel = 9.34 621 24.44 1.38 0.0 10.420 21.278 to 120.0 0.0 0.0 0.0 623 49.6 0.1837 0.0 10.420 1.914 Vel= 10.64 0.0 49.60 23.192 KFactor= 10.30 622 26.21 1.049 3E 6.0 8.240 21.912 K Factor = 5.60 to 120.0 IT 5.0 11.000 -2.850 623 26.21 0.2147 0.0 19.240 4.130 Vel = 9.73 623 49.60 1.38 1E 3.0 8.080 23.192 to 120.0 IT 6.0 9.000 1.117 D04 75.81 0.4026 0.0 17.080 6.877 Vel = 16.26 0.0 75.81 31.186 KFactor= 13.58 624 27.69 1.049 4E 8.0 16.790 24.457 K Factor = 5.60 to 120.0 0.0 8.000 -2.256 626 27.69 0.2376 0.0 24.790 5.890 Vel = 10.28 0.0 27.69 28.091 KFactor= 5.22 625 28.46 1.049 3E 6.0 7.120 25.820 K Factor = 5.60 to 120.0 iT 5.0 11.000 -2.256 626 28.46 0.2498 0.0 18.120 4.527 Vel = 10.57 626 27.69 1.38 3E 9.0 9.210 28.091 to 120.0 iT 6.0 15.000 0.957 D05 56.15 0.2311 0.0 24.210 5.594 Vel = 12.04 0.0 56.15 34.642 KFactor= 9.54 D01 92.90 3.26 0.0 4.580 30.200 to 120.0 0.0 0.0 0.0 D02 92.9 0.0090 0.0 4.580 0.041 Vel = 3.57 D02 74.28 3.26 0.0 10.000 30.241 to 120.0 0.0 0.0 0.0 D03 167.18 0.0264 0.0 10.000 0.264 Vel = 6.43 D03 99.91 3.26 0.0 10.830 30.505 to 120.0 0.0 0.0 0.0 267.09 0.0629 0.0 10.830 0.681 Vel = 10.27 .D04 D04 75.81 3.26 21 13.44 21.170 31.186 to 120.0 0.0 13.440 0.0 D05 342.9 0.0999 0.0 34.610 3.456 Vel = 13.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 8 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D05 56.15 3.26 21 13.44 22.250 34.642 to 120.0 1J 17.471 30.911 0.0 C08 399.05 0.1322 0.0 53.161 7.028 VeI= 15.34 C08 0.0 4.26 71 64.519 62.080 41.670 to 120.0 0.0 64.519 0.0 Cog 399.05 0.0359 0.0 126.599 4.547 Vel = 8.98 C09 0.0 4.26 21 18.434 9.410 46.217 to 120.0 0.0 18.434 0.0 CIO 399.05 0.0359 0.0 27.844 1.000 Vel = 8.98 CIO 0.0 4.26 7H 32.259 57.520 47.217 to 120.0 51 46.085 78.344 0.0 CII 399.05 0.0359 0.0 135.864 4.880 Vel = 8.98 CII 0.0 4.26 11 9.217 15.420 52.097 to 120.0 0.0 9.217 6.531 C12 399.05 0.0359 0.0 24.637 0.885 Vel = 8.98 C12 0.0 4.26 21 18.434 24.420 59.513 to 120.0 1J 21.067 39.501 1.048 .A7.5 399.05 0.0359 0.0 63.921 2.297 Vel = 8.98 A7.5 0.0 4.26 IH 4.608 15.920 62.858 to 120.0 ii 9.217 13.825 0.0 A8 399.05 0.0359 0.0 29.745 1.068 Vel = 8.98 A8 0.0 4.26 41 36.868 114.290 63.926 to 120.0 0.0 36.868 0.0 A9 399.05 0.0359 0.0 151.158 5.430 Vel = 8.98 0.0 6.357 71 88.014 110.625 69.356 to 120.0 0.0 88.014 0.0 TORi 399.05 0.0051 0.0 198.639 1.015 Vel = 4.03 TORi 0.0 6.357 lFsp 0.0 8.500 70.371 to 120.0 1 12.573 84.241 4.681 * Fixed loss = I BOR1 399.05 0.0051 1J 31.433 92.741 0.475 Vel = 4.03 iS 40.235 BORI 0.0 6.357 31 37.72 6.710 75.527 to 120.0 0.0 37.720 1.083 FLG 399.05 0.0051 0.0 44.430 0.227 Vel = 4.03 FLG 0.0 8.27 1E 28.468 8.500 76.837 to 140.0 0.0 28.468 1.516 UGI 399.05 0.0011 0.0 36.968 0.039 Vel = 2.38 UG1 0.0 7.98 3F 40.774 274.500 78.392 to 150.0 IE 27.183 67.956 0.0 BKFL 399.05 0.0011 0.0 342.456 0.383 Vel = 2.56 .BKFL 0.0 7.98 3E 81.548 39.000 78.775 to 150.0 iT 52.855 140.443 5.000 * Fixed loss = 5 UG2 399.05 0.0011 1G 6.041 179.443 0.201 Vel = 2.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11cif or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn UG2 -188.44 9.79 1G 6.747 345.000 83.976 to 150.0 iT 67.474 74.221 0.0 UG3 210.61 0.0001 0.0 419.221 0.053 Vet = 0.90 UG3 0.0 9.79 4F 59.378 745.000 84.029 to 150.0 1G 6.747 66.125 0.0 UG4 210.61 0.0001 0.0 811.125 0.103 Vet = 0.90 UG4 0.0 9.79 1E 29.689 270.000 84.132 to 150.0 0.0 29.688 0.0 UG5 210.61 0.0001 0.0 299.688 0.038 Vet = 0.90 UG5 0.0 9.79 IG 6.747 177.000 84.170 to 150.0 0.0 6.747 0.0 UG6 210.61 0.0001 0.0 183.747 0.023 Vet = 0.90 0.0 210.61 84.193 K Factor = 22.95 UG2 438.44 9.79 1E 29.689 405.000 83.976 Qa = 250 to 150.0 1 6.747 36.435 0.0 UG6 438.44 0.0005 0.0 441,435 0.217 Vet = 1.87 UG6 210.61 9.79 iT 67.474 111.500 84.193 to 150.0 2G 13.495 95.814 4.981 UG7 649.05 0.0010 1 14.844 207.314 0.210 Vet = 2.77 UG7 0.0 9.79 0.0 60.000 89.384 to 150.0 0.0 0.0 0.0 SRC 649.05 0.0010 0.0 60.000 0.061 Vet = 2.77 0.0 649.05 89.445 K Factor = 68.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F.W.Ll.~Mv - . Fire Protection by Computer Design SCHMIDT FIRE PROTECTION 4760 MURPHY CANYON RD. SAN DIEGO,CA 92123 8582796122 Job Name Building : C Location : 2855 GAZELLE COURT CARLSBAD, CA. 92010 System : 700 Contract : SFP-813 Data File : 700 2C.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 SCHMIDT FIRE PROTECTION Page 1 Date Hydraulic Design Information Sheet Name - ISIS PHARMACEUTICALS Date - 10/5/10 Location - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - C System No. - 700 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-20 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 10'-0" Occupancy - S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - VARIES ( ) Dry Model M E Elevation at Highest Outlet - 29.63' ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 437.7 Press Required - 71.8 BOR2 Summary C-Factor Used: 120 Overhead 150 Underground Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 9/29/10 Cap. - Time of Test - 10:15 AM Rated Cap.- Elev.- Static Press - 120 8 Press - Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow Elevation - Location - HYDRANTS ON GAZELLE CT. Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH CARLSBAD WATER DEPARTMENT AS WITNESS i S U P P L Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Harriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water•PIY Curve (C) S SCHMIDT FIRE PROTECTION Page 2 Date City Water Sup Y: Demand: Cl -Static Pressure : 108 Dl - Elevation : 17.541 C2 - Residual Pressure: 99 D2 - System Flow : 437.667 C2 - Residual Flow : 1360 D2 - System Pressure : 85.006 Hose(Adj City) ______ Hose ( Demand) : 250 D3 - System Demand : 687.667 Safety Margin : 20.445 150 140 130 P 120 R110 ____ ______ ________ __________ ___________ E 100 S 90 - 02 S 80 D3 U 70 I _7L R6° 7L E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fitting•ed Summary SCHMIDT FIRE PROTECTION Page 3 Date Fitting Legend Abbrev. Name 1/2 3/4 1 1% 11/2 2 21,4 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 H 45 Grvd-Vic Elbow #11 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 90Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90Tee-BranchGry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 1 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD SCHMIDT FIRE PROTECTION Page 4 Date is Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. E01 29.17 33.66 na 734 26.0 30.96 na 735 29.63 29.39 na 736 26.0 28.95 na 737 29.63 27.37 na 700 26.0 27.11 na 701 29.63 25.54 na 702 26.0 5.6 18.85 na 24.31 0.2 100 7.0 703 29.63 19.74 na 704 26.0 5.6 18.07 na 23.81 0.2 100 7.0 705 29.63 18.86 na 706 26.0 5.6 17.54 na 23.45 0.2 100 7.0 707 29.63 18.35 na 708 26.0 5.6 17.57 na 23.47 0.2 60 7.0 709 29.63 18.35 na 710 26.0 5.6 17.64 na 23.52 0.2 80 7.0 711 29.63 18.45 na 712 26.0 5.6 18.37 na 24.0 0.2 120 7.0 713 29.63 19.68 na 750 26.0 5.6 19.99 na 25.04 0.2 120 7.0 751 29.63 21.54 na E02 29.17 33.72 na 738 26.0 32.09 na 739 29.63 30.52 na 740 26.0 30.68 na 741 29.63 29.11 na 10 742 743 29.0 29.63 28.21 27.93 na na 714 26.0 28.21 na 715 29.63 26.64 na 716 26.0 5.6 23.78 na 27.31 0.2 100 7.0 717 29.63 25.34 na 718 26.0 5.6 23.39 na 27.08 0.2 100 7.0 719 29.63 24.9 na 720 26.0 5.6 23.35 na 27.06 0.2 100 7.0 721 29.63 24.88 na 722 26.0 5.6 23.47 na 27.13 0.2 120 7.0 723 29.63 25.04 na 752 26.0 5.6 24.32 na 27.62 0.2 120 7.0 753 29.63 26.78 na E03 29.17 33.85 na 744 26.0 32.89 na 745 29.63 31.32 na 746 26.0 31.89 na 747 29.63 30.32 na 748 26.0 30.73 na 749 29.63 29.16 na 724 26.0 27.7 na 725 29.96 25.98 na 726 26.0 5.6 22.94 na 26.82 0.2 100 7.0 727 29.96 24.99 na 728 26.0 5.6 22.69 na 26.68 0.2 100 7.0 729 29.96 24.68 na 730 26.0 5.6 22.26 na 26.42 0.2 100 7.0 731 29.96 24.68 na 732 26.0 5.6 22.45 na 26.53 0.2 120 7.0 733 29.96 24.9 na fl, Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SCHMIDT FIRE PROTECTION Node No. Elevation K-Fact Pt Actual Pn 754 26.0 5.6 23.97 na 755 29.96 26.03 na E04 29.17 34.28 na E05 29.33 36.04 na E06 29.33 36.62 na E07 29.33 37.71 na E08 29.33 39.43 na E09 29.33 39.9 na E10 29.33 40.23 na Eli 29.33 40.69 na E12 29.33 41.49 na E13 29.33 42.05 na E14 29.33 42.72 na E15 28.08 44.59 na E16 29.33 45.32 na E17 29.33 46.34 na E18 29.33 46.06 na E19 29.33 45.96 na E20 29.33 45.9 na E21 29.33 45.82 na E22 29.33 45.77 na E23 29.33 45.73 na E24 29.33 45.72 na E25 29.33 45.71 na E26 29.0 45.85 na Gi 29.33 46.79 na 29.0 31.03 na .F01 F02 29.0 31.11 na F03 29.0 31.34 na F04 29.0 33.91 na F05 29.0 35.64 na F06 29.0 37.21 na F07 29.0 37.8 na F08 29.0 38.7 na F09 29.0 39.31 na F10 29.0 40.13 na Fil 29.0 40.57 na F12 29.0 41.39 na F13 29.0 41.85 na F14 29.0 42.75 na F15 29.0 43.14 na F16 29.0 43.47 na F17 29.0 43.67 na F18 29.0 44.14 na F19 29.0 44.24 na F20 29.0 44.39 na F21 29.0 44.47 na F22 29.0 44.52 na F23 29.0 44.55 na F24 29.0 44.57 na F25 29.0 44.58 na G2 27.33 49.65 na G3 14.33 56.22 na G4 13.5 58.34 na G5 11.5 60.99 na B7 11.5 65.88 na TOR2 11.5 66.54 na Page 5 Date Flow Density Area Press Actual Req. 27.41 0.2 120 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SCHMIDT FIRE PROTECTION Page 6 Date .Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BOR2 3.0 71.78 na FLG 0.5 73.23 na UGI -3.0 74.79 na BKFL -3.0 75.24 na UG2 -3.0 79.48 na UG3 -3.0 79.54 na UG4 -3.0 79.65 na UG5 -3.0 79.7 na UG6 -3.0 79.72 na UG7 -14.5 84.94 na SRC -14.5 85.01 na The maximum velocity is 14.69 and it occurs in the pipe between nodes 751 and F01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 7 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EOI -74.39 1.61 2T 16.0 6.170 33.660 to 120.0 0.0 16.000 -0.199 735 -74.39 -0.1835 0.0' 22.170 -4.069 Vet = 11.72 0.0 -74.39 29.392 K Factor = -13.72 734 0.0 1.049 2E 4.0 4.460 30.964 to 120.0 IT 5.0 9.000 -1.572 735 0.0 0.0 0.0 13.460 0.0 Vet = 0 735 -74.39 1.61 0.0 11.000 29.392 to 120.0 0.0 0.0 0.0 737 -74.39 -0.1835 0.0 11.000 -2.019 Vel= 11.72 0.0 -74.39 27.373 K Factor = -14.22 736 0.0 1.049 3E 6.0 4.710 28.945 to 120.0 iT 5.0 11.000 -1.572 737 0.0 0.0 0.0 15.710 0.0 Vet = 0 737 -74.39 1.61 0.0 10.000 27.373 .to 120.0 0.0 0.0 0.0 701 -74.39 -0.1835 0.0 10.000 -1.835 Vet = 11.72 0.0 -74.39 25.538 K Factor = -14.72 700 0.0 1.049 2E 4.0 4.460 27.110 to 120.0 iT 5.0 9.000 -1.572 701 0.0 0.0 0.0 13.460 0.0 Vet = 0 701 -74.39 1.61 5E 20.0 11.590 25.538 to 120.0 0.0 20.000 0.0 703 -74.39 -0.1835 0.0 31.590 -5.798 VeI= 11.72 0.0 -74.39 19.740 K Factor = -16.74 702 24.31 1.049 2E 4.0 4.210 18.846 K Factor= 5.60 to 120.0 IT 5.0 9.000 -1.572 703 24.31 0.1867 0.0 13.210 2.466 Vet = 9.02 703 -74.39 1.61 0.0 10.000 19.740 to 120.0 0.0 0.0 0.0 705 -50.08 -0.0883 0.0 10.000 -0.883 Vet = 7.89 0.0 -50.08 18.857 K Factor =-II.53 704 23.81 1.049 2E 4.0 4.130 18.071 K Factor= 5.60 to 120.0 IT 5.0 9.000 -1.572 705 23.81 0.1796 0.0 13.130 2.358 Vet = 8.84 .705 -50.08 1.61 2E 8.0 10.920 18.857 to 120.0 0.0 8.000 0.0 707 -26.27 -0.0267 0.0 18.920 -0.506 Vet = 4.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 8 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -26.27 18.351 K Factor = -6.13 706 23.45 1.049 2E 4.0 4.630 17.541 K Factor =5.60 to 120.0 IT 5.0 9.000 -1.572 707 23.45 0.1748 0.0 13.630 2.382 Vel = 8.71 707 -26.27 1.61 0.0 5.420 18.351 to 120.0 0.0 0.0 0.0 709 -2.82 -0.0004 0.0 5.420 -0.002 Vel = 0.44 0.0 -2.82 18.349 K Factor = -0.66 708 23.47 1.049 2E 4.0 4.460 17.566 K Factor = 5.60 to 120.0 IT 5.0 9.000 -1.572 709 23.47 0.1750 0.0 13.460 2.355 Vel = 8.71 709 -2.82 1.61 0.0 6.000 18.349 to 120.0 0.0 0.0 0.0 711 20.65 0.0172 0.0 6.000 0.103 VeI= 3.25 0.0 20.65 18.452 KFactor= 4.81 710 23.52 1.049 2E 4.0 4.550 17.643 K Factor = 5.60 to 120.0 iT 5.0 9.000 -1.572 711 23.52 0.1757 0.0 13.550 2.381 Vel = 8.73 711 20.65 1.61 2E 8.0 9.500 18.452 to 120.0 0.0 8.000 0.0 713 44.17 0.0699 0.0 17.500 1.224 Vel = 6.96 0.0 44.17 19.676 KFactor= 9.96 712 24.00 1.049 3E 6.0 4.800 18.367 K Factor = 5.60 to 120.0 1T 5.0 11.000 -1.572 713 24.0 0.1823 0.0 15.800 2.881 Vel = 8.91 713 44.17 1.61 0.0 11.920 19.676 to 120.0 0.0 0.0 0.0 751 68.17 0.1562 0.0 11.920 1.862 VeI= 10.74 0.0 68.17 21.538 KFactor= 14.69 750 25.04 1.049 3E 6.0 4.800 19.994 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.572 751 25.04 0.1972 0.0 15.800 3.116 Vel = 9.30 751 68.17 1.61 3E 12.0 13.080 21.538 to 120.0 IT 8.0 20.000 0.273 FOI 93.21 0.2786 0.0 33.080 9.215 Vel = 14.69 . 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 93.21 31.026 KFactor= 16.73 E02 -61.64 1.61 2T 16.0 7.170 33.718 to 120.0 0.0 16.000 -0.199 739 -61.64 -0.1297 0.0 23.170 -3.004 Vet = 9.71 0.0 -61.64 30.515 K Factor = -11. 16 738 0.0 1.049 2E 4.0 4.300 32.087 to 120.0 IT 5.0 9.000 -1.572 739 0.0 0.0 0.0 13.300 0.0 Vel = 0 739 -61.64 1.61 0.0 10.830 30.515 to 120.0 0.0 0.0 0.0 741 -61.64 -0.1296 0.0 10.830 -1.404 VeI= 9.71 0.0 -61.64 29.111 K Factor = -11.42 740 0.0 1.049 3E 6.0 5.460 30.683 to 120.0 1T 5.0 11.000 -1.572 741 0.0 0.0 0.0 16.460 0.0 Vel = 0 741 -61.64 1.61 0.0 9.080 29.111 to 120.0 0.0 0.0 0.0 743 -61.64 -0.1296 0.0 9.080 -1.177 Vet = 9.71 0.0 -61.64 27.934 K Factor = -11.66 742 0.0 1.049 2E 4.0 4.460 28.207 to 120.0 1T 5.0 9.000 -0.273 743 0.0 0.0 0.0 13.460 0.0 Vet = 0 743 -61.64 1.61 0.0 10.000 27.934 to 120.0 0.0 0.0 0.0 715 -61.64 -0.1296 0.0 10.000 -1.296 Vel = 9.71 0.0 -61.64 26.638 K Factor -11.94 714 0.0 1.049 2E 4.0 4.460 28.210 to 120.0 IT 5.0 9.000 -1.572 715 0.0 0.0 0.0 13.460 0.0 Vet = 0 715 -61.64 1.61 0.0 10.000 26.638 to 120.0 0.0 0.0 0.0 717 -61.64 -0.1296 0.0 10.000 -1.296 Vet = 9.71 0.0 -61.64 25.342 K Factor -I2.24 716 27.31 1.049 2E 4.0 4.550 23.777 K Factor = 5.60 .to 717 27.31 120.0 0.2315 IT 5.0 0.0 9.000 13.550 -1.572 3.137 Vet = 10.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 10 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 717 -61.64 1.61 0.0 10.000 25.342 to 120.0 0.0 0.0 0.0 719 -34.33 -0.0439 0.0 10.000 -0.439 Vel = 5.41 0.0 -34.33 24.903 K Factor = -6.88 718 27.08 1.049 2E 4.0 4.550 23.386 K Factor = 5.60 to 120.0 IT 5.0 9.000 -1.572 719 27.08 0.2280 0.0 13.550 3.089 Vel = 10.05 719 -34.33 1.61 0.0 10.000 24.903 to 120.0 0.0 0.0 0.0 721 -7.25 -0.0025 0.0 10.000 -0.025 Vel = 1.14 0.0 -7.25 24.878 K Factor = -1.45 720 27.06 1.049 2E 4.0 4.630 23.348 K Factor = 5.60 to 120.0 IT 5.0 9.000 -1.572 721 27.06 0.2276 0.0 13.630 3.102 Vel= 10.05 .721 to -7.25 1.61 120.0 0.0 0.0 10.000 0.0 24.878 0.0 723 19.81 0.0159 0.0 10.000 0.159 Vel = 3.12 0.0 19.81 25.037 K Factor = 3.96 722 27.13 1.049 2E 4.0 4.710 23.473 K Factor = 5.60 to 120.0 1T 5.0 9.000 -1.572 723 27.13 0.2287 0.0 13.710 3.136 Vel = 10.07 723 19.81 1.61 2E 8.0 14.250 25.037 to 120.0 0.0 8.000 0.0 753 46.94 0.0783 0.0 22.250 1.742 Vel = 7.40 0.0 46.94 26.779 KFactor= 9.07 752 27.62 1.049 3E 6.0 6.050 24.320 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.572 753 27.62 0.2364 0.0 17.050 4.031 Vel = 10.25 753 46.93 1.61 1E 4.0 10.040 26.779 to 120.0 11 8.0 12.000 0.273 F02 74.55 0.1843 0.0 22.040 4.061 Vel= 11.75 0.0 74.55 31.113 KFactor= 13.37 E03 -55.21 1.61 2T 16.0 6.080 33.848 to 120.0 0.0 16.000 -0.199 745 -55.21 -0.1057 0.0 22.080 -2.334 Vel = 8.70 . 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -55.21 31.315 K Factor = -9.87 744 0.0 1.049 3E 6.0 6.380 32.887 to 120.0 IT 5.0 11.000 -1.572 745 0.0 0.0 0.0 17.380 0.0 Vel = 0 745 -55.21 1.61 0.0 9.420 31.315 to 120.0 0.0 0.0 0.0 747 -55.21 -0.1056 0.0 9.420 -0.995 Vel = 8.70 0.0 -55.21 30.320 K Factor = -10.03 746 0.0 1.049 3E 6.0 7.550 31.892 to 120.0 IT 5.0 11.000 -1.572 747 0.0 0.0 0.0 18.550 0.0 Vel = 0 747 -55.21 1.61 0.0 11.000 30.320 to 120.0 0.0 0.0 0.0 749 -55.21 -0.1057 0.0 11.000 -1.163 Vel = 8.70 0.0 -55.21 29.157 K Factor = -10.22 748 0.0 1.049 3E 6.0 5.540 30.729 to 120.0 IT 5.0 11.000 -1.572 749 0.0 0.0 0.0 16.540 0.0 Vel = 0 749 -55.21 1.61 4E 16.0 12.660 29.157 to 120.0 0.0 16.000 -0.143 725 -55.21 -0.1057 0.0 28.660 -3.030 Vel = 8.70 0.0 -55.21 25.984 K Factor = -10.83 724 0.0 1.049 3E 6.0 6.550 27.700 to 120.0 IT 5.0 11.000 -1.715 725 0.0 -0.0001 0.0 17.550 -0.001 Vel = 0 725 -55.21 1.61 0.0 9.420 25.984 to 120.0 0.0 0.0 0.0 727 -55.21 -0.1056 0.0 9.420 -0.995 Vel = 8.70 0.0 -55.21 24.989 K Factor = -11.04 726 26.82 1.049 3E 6.0 5.790 22.943 K Factor = 5.60 to 120.0 IT 5.0 11.000 -1.715 727 26.82 0.2240 0.0 16.790 3.761 Vel = 9.96 727 -55.20 1.61 0.0 10.000 24.989 to 120.0 0.0 0.0 0.0 729 -28.38 -0.0309 0.0 10.000 -0.309 Vel = 4.47 0.0 -28.38 24.680 K Factor = -5.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 12 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 728 26.68 1.049 3E 6.0 5.710 22.690 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.715 729 26.68 0.2217 0.0 16.710 3.705 Vel = 9.90 729 -28.39 1.61 0.0 10.420 24.680 to 120.0 0.0 0.0 0.0 731 -1.71 -0.0002 0.0 10.420 -0.002 Vel = 0.27 0.0 -1.71 24.678 K Factor= -0.34 730 26.42 1.049 3E 6.0 7.960 22.263 K Factor = 5.60 to 120.0 IT 5.0 11.000 -1.715 731 26.42 0.2178 0.0 18.960 4.130 Vet = 9.81 731 -1.70 1.61 0.0 9.080 24.678 to 120.0 0.0 0.0 0.0 733 24.72 0.0239 0.0 9.080 0.217 Vel = 3.90 0.0 24.72 24.895 KFactor= 4.95 • 732 to 26.53 1.049 120.0 3E iT 6.0 5.0 7.960 11.000 22.448 -1.715 K Factor = 5.60 733 26.53 0.2195 0.0 18.960 4.162 Vel = 9.85 733 24.72 1.61 0.0 12.330 24.895 to 120.0 0.0 0.0 0.0 755 51.25 0.0921 0.0 12.330 1.136 Vel = 8.08 0.0 51.25 26.031 KFactor= 10.04 754 27.41 1.049 3E 6.0 5.210 23.966 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.715 755 27.41 0.2332 0.0 16.210 3.780 Vel = 10.18 755 51.25 1.61 1E 4.0 12.040 26.031 to 120.0 IT 8.0 12.000 0.416 F03 78.66 0.2035 0.0 24.040 4.892 Vel = 12.40 0.0 78.66 31.339 KFactor= 14.05 E04 -7.75 1.61 8E 32.0 101.240 . 34.278 to 120.0 3T 24.0 56.000 0.074 F04 -7.75 -0.0028 0.0 157.240 -0.440 Vet = 1.22 0.0 -7.75 33.912 KFactor -1.33 E05 -8.56 1.61 9E 36.0 109.560 36.037 to 120.0 2T 16.0 52.000 0.143 F05 -8.56 -0.0034 0.0 161.560 -0.543 Vet = 1.35 . 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 13 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -8.56 35.637 K Factor= -1.43 E06 8.07 1.61 6E 24.0 108.440 36.619 to 120.0 2T 16.0 40.000 0.143 F06 8.07 0.0030 0.0 148.440 0.447 Vel = 1.27 0.0 8.07 37.209 K Factor= 1.32 E07 -2.26 1.61 13E 52.0 125.630 37.714 to 120.0 2T 16.0 68.000 0.143 F07 -2.26 -0.0003 0.0 193.630 -0.056 Vel = 0.36 0.0 -2.26 37.801 KFactor= -0.37 E08 -10.50 1.61 10E 40.0 123.240 39.435 to 120.0 2T 16.0 56.000 0.143 F08 -10.5 -0.0049 0.0 179.240 -0.879 Vel = 1.65 0.0 -10.50 38.699 K Factor = -1.69 E09 to -10.53 1.61 120.0 6E 2T 24.0 16.0 109.170 40.000 39.904 0.143 F09 -10.53 -0.0049 0.0 149.170 -0.735 Vel = 1.66 0.0 -10.53 39.312 K Factor = -1.68 E10 -5.54 1.61 8E 32.0 111.510 40.230 to 120.0 2T 16.0 48.000 0.143 F10 -5.54 -0.0015 0.0 159.510 -0.240 Vel = 0.87 0.0 -5.54 40.133 K Factor = -0.87 Eli -5.74 1.61 8E 32.0 109.880 40.685 to 120.0 2T 16.0 48.000 0.143 Fli -5.74 -0.0016 0.0 157.880 -0.254 Vel = 0.90 0.0 -5.74 40.574 K Factor= -0.90 E12 -5.54 1.61 9E 36.0 108.950 41.493 to 120.0 2T 16.0 52.000 0.143 F12 -5.54 -0.0015 0.0 160.950 -0.242 Vel = 0.87 0.0 -5.54 41.394 KFactor= -0.86 E13 -6.80 1.61 8E 32.0 108.050 42.046 to 120.0 2T 16.0 48.000 0.143 F13 -6.8 -0.0022 0.0 156.050 -0.343 Vel = 1.07 . 0.0 -6.80 41.846 KFactor= -1.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 14 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn E14 -3.67 1.61 7E 28.0 109.290 42.718 to 120.0 3T 24.0 52.000 0.143 F14 -3.67 -0.0007 0.0 161.290 -0.113 Vel = 0.58 0.0 -3.67 42.748 K Factor = -0.56 E15 -12.57 1.61 5E 20.0 110.230 44.595 to 120.0 3T 24.0 44.000 -0.398 F15 -12.57 -0.0068 0.0 154.230 -1.056 Vel = 1.98 0.0 -12.57 43.141 KFactor -1.91 E16 -16.70 1.61 9E 36.0 111.880 45.320 to 120.0 3T 24.0 60.000 0.143 F16 -16.7 -0.0116 0.0 171.880 -1.989 Vel = 2.63 0.0 -16.70 43.474 K Factor = -2.53 E17 -20.19 1.61 9E 36.0 111.620 46.345 .to F17 -20.19 120.0 -0.0164 3T 24.0 0.0 60.000 171.620 0.143 -2.822 VeI= 3.18 0.0 -20.19 43.666 K Factor = -3.06 E18 -18.30 1.61 6E 24.0 109.920 46.055 to 120.0 2T 16.0 40.000 0.143 F18 -18.3 -0.0137 0.0 149.920 -2.055 Vel = 2.88 0.0 -18.30 44.143 K Factor = -2.75 E19 -18.67 1.61 2E 8.0 107.320 45.961 to 120.0 2T 16.0 24.000 0.143 F19 -18.67 -0.0142 0.0 131.320 -1.867 Vel = 2.94 0.0 -18.67 44.237 K Factor = -2.81 E20 -16.79 1.61 4E 16.0 109.000 45.900 to 120.0 2T 16.0 32.000 0.143 F20 -16.79 -0.0117 0.0 141.000 -1.649 Vel = 2.65 0.0 -16.79 44.394 K Factor = -2.52 E21 -15.83 1.61 4E 16.0 110.170 45.817 to 120.0 2T 16.0 32.000 0.143 F21 -15.83 -0.0105 0.0 142.170 -1.490 Vel = 2.49 0.0 44.470 K Factor = -2.37 .-15.83 E22 -14.88 1.61 6E 24.0 109.740 45.772 to 120.0 2T 16.0 40.000 0.143 F22 -14.88 -0.0093 0.0 149.740 -1.400 Vel = 2.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 15 Date 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 -14.88 44.515 KFactor= -2.23 E23 -13.34 1.61 8E 32.0 125.290 45.733 to 120.0 2T 16.0 48.000 0.143 F23 -13.34 -0.0076 0.0 173.290 -1.324 Vel = 2.10 0.0 -13.34 44.552 K Factor = -2.00 E24 -13.87 1.61 7E 28.0 112.830 45.718 to 120.0 2T 16.0 44.000 0.143 F24 -13.87 -0.0082 0.0 156.830 -1.287 Vel = 2.19 0.0 -13.87 44.574 K Factor = -2.08 E25 -13.88 1.61 7E 28.0 110.580 45.708 to 120.0 2T 16.0 44.000 0.143 F25 -13.88 -0.0082 0.0 154.580 -1.270 Vel = 2.19 0.0 • -13.88 E26 -12.61 1.61 13E 52.0 116.090 44.581 45.848 K Factor = -2.08 to 120.0 2T 16.0 68.000 12.560 F26 -12.61 -0.0069 0.0 184.090 -1.266 Vel = 1.99 0.0 -12.61 57.142 K Factor = -1.67 E01 74.39 3.26 0.0 9.750 33.660 to 120.0 0.0 0.0 0.0 E02 74.39 0.0059 0.0 9.750 0.058 Vel = 2.86 E02 61.64 3.26 0.0 7.250 33.718 to 120.0 0.0 0.0 0.0 E03 136.03 0.0179 0.0 7.250 0.130 Vel = 5.23 E03 55.21 3.26 0.0 12.670 33.848 to 120.0 0.0 0.0 0.0 E04 191.24 0.0339 0.0 12.670 0.430 Vel = 7.35 E04 7.74 3.26 41 26.879 23.240 34.278 to 120.0 0.0 26.879 -0.069 E05 198.98 0.0365 0.0 50.119 1.828 Vel = 7.65 E05 8.57 3.26 0.0 14.750 36.037 to 120.0 0.0 0.0 0.0 E06 207.55 0.0395 0.0 14.750 0.582 Vel = 7.98 E06 -8.08 3.26 21 13.44 16.430 36.619 to 120.0 0.0 13.440 0.0 .E07 E07 199.47 2.26 0.0367 3.26 41 0.0 26.879 29.870 19.120 1.095 37.714 Vel = 7.67 to 120.0 0.0 26.879 0.0 E08 201.73 0.0374 0.0 45.999 1.721 Vel = 7.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 16 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E08 10.50 3.26 0.0 11.420 39.435 to 120.0 0.0 0.0 0.0 E09 212.23 0.0411 0.0 11.420 0.469 VeI= 8.16 E09 10.53 3.26 0.0 7.250 39.904 to 120.0 0.0 0.0 0.0 EIO 222.76 0.0450 0.0 7.250 0.326 Vel = 8.56 E10 5.54 3.26 0.0 9.670 40.230 to 120.0 0.0 0.0 0.0 Eli 228.3 0.0471 0.0 9.670 0.455 Vel = 8.78 Eli 5.74 3.26 2H 8.064 8.330 40.685 to 120.0 0.0 8.064 0.0 E12 234.04 0.0493 0.0 16.394 0.808 Vel = 9.00 E12 5.54 3.26 0.0 10.750 41.493 to 120.0 0.0 0.0 0.0 E13 239.58 0.0514 0.0 10.750 0.553 Vel = 9.21 E13 6.80 3.26 0.0 12.420 42.046 to 120.0 0.0 0.0 0.0 . E14 246.38 0.0541 0.0 12.420 0.672 VeI= 9.47 E14 3.67 3.26 21 13.44 10.540 42.718 to 120.0 0.0 13.440 0.541 E15 250.05 0.0557 0.0 23.980 1.336 Vel = 9.61 E15 12.57 3.26 21 13.44 7.340 44.595 to 120.0 0.0 13.440 -0.541 E16 262.62 0.0609 0.0 20.780 1.266 Vel = 10.09 E16 16.69 3.26 1J 17.471 4.080 45.320 to 120.0 0.0 17.471 0.0 Gl 279.31 0.0683 0.0 21.551 1.472 Vel = 10.74 Gi -437.66 3.26 1J 17.471 1.250 46.792 to 120.0 0.0 17.471 0.0 E17 -158.35 -0.0239 0.0 18.721 -0.447 Vel = 6.09 E17 20.19 3.26 0.0 15.580 46.345 to 120.0 0.0 0.0 0.0 E18 -138.16 -0.0186 0.0 15.580 -0.290 Vel = 5.31 E18 18.30 3.26 0.0 6.580 46.055 to 120.0 0.0 0.0 0.0 E19 -119.86 -0.0143 0.0 6.580 -0.094 Vel = 4.61 E19 18.67 3.26 0.0 5.920 45.961 to 120.0 0.0 0.0 0.0 E20 -101.19 -0.0103 0.0 5.920 -0.061 Vel = 3.89 E20 16.79 3.26 0.0 11.080 45.900 .to 120.0 0.0 0.0 0.0 E21 -84.4 -0.0075 0.0 11.080 -0.083 Vel = 3.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 17 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E21 15.83 3.26 0.0 8.830 45.817 to 120.0 0.0 0.0 0.0 E22 -68.57 -0.0051 0.0 8.830 -0.045 Vel = 2.64 E22 14.88 3.26 0.0 12.000 45.772 to 120.0 0.0 0.0 0.0 E23 -53.69 -0.0032 0.0 12.000 -0.039 Vel = 2.06 E23 13.34 3.26 0.0 8.000 45.733 to 120.0 0.0 0.0 0.0 E24 -40.35 -0.0019 0.0 8.000 -0.015 Vel = 1.55 E24 13.87 3.26 0.0 11.000 45.718 to 120.0 0.0 0.0 0.0 E25 -26.48 -0.0009 0.0 11.000 -0.010 Vel = 1.02 E25 13.87 3.26 2H 8.064 5.170 45.708 to 120.0 0.0 8.064 0.143 E26 -12.61 -0.0002 0.0 13.234 -0.003 Vel = 0.48 0.0 -12.61 45.848 K Factor = -1.86 FOI 93.21 3.26 0.0 9.750 31.026 to 120.0 0.0 0.0 0.0 F02 93.21 0.0089 0.0 9.750 0.087 Vel = 3.58 F02 74.56 3.26 0.0 8.500 31.113 to 120.0 0.0 0.0 0.0 F03 167.77 0.0266 0.0 8.500 0.226 Vel = 6.45 F03 78.66 3.26 41 26.879 20.590 31.339 to 120.0 0.0 26.879 0.0 F04 246.43 0.0542 0.0 47.469 2.573 Vel = 9.47 F04 -7.75 3.26 21 13.44 20.330 33.912 to 120.0 0.0 13.440 0.0 F05 238.68 0.0511 0.0 33.770 1.725 Vel = 9.17 F05 -8.56 3.26 21 13.44 19.500 35.637 to 120.0 0.0 13.440 0.0 F06 230.12 0.0477 0.0 32.940 1.572 Vel = 8.85 F06 8.07 3.26 0.0 11.630 37.209 to 120.0 0.0 0.0 0.0 F07 238.19 0.0509 0.0 11.630 0.592 VeI= 9.16 F07 -2.26 3.26 0.0 17.960 37.801 to 120.0 0.0 0.0 0.0 F08 235.93 0.0500 0.0 17.960 0.898 Vel = 9.07 F08 -10.49 3.26 0.0 13.340 38.699 to 120.0 0.0 0.0 0.0 F09 225.44 0.0460 0.0 13.340 0.613 Vel = 8.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 18 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F09 -10.53 3.26 21 13.44 6.080 39.312 to 120.0 0.0 13.440 0.0 FlU 214.91 0.0421 0.0 19.520 0.821 Vel = 8.26 FIO -5.54 3.26 0.0 11.000 40.133 to 120.0 0.0 0.0 0.0 Fil 209.37 0.0401 0.0 11.000 0.441 Vel= 8.05 F11 -5.74 3.26 21 13.44 8.080 40.574 to 120.0 0.0 13.440 0.0 F12 203.63 0.0381 0.0 21.520 0.820 Vel = 7.83 F12 -5.55 3.26 0.0 12.500 41.394 to 120.0 0.0 0.0 0.0 F13 198.08 0.0362 0.0 12.500 0.452 Vel = 7.61 F13 -6.79 3.26 21 13.44 13.170 41.846 to 120.0 0.0 13.440 0.0 F14 191.29 0.0339 0.0 26.610 0.902 Vel = 7.35 F14 -3.67 3.26 0.0 12.000 42.748 to 120.0 0.0 0.0 0.0 0.0328 0.0 12.000 0.393 Vel = 7.21 S F15187.62 F15 -12.57 3.26 0.0 11.580 43.141 to 120.0 0.0 0.0 0.0 F16 175.05 0.0288 0.0 11.580 0.333 Vel = 6.73 F16 -16.70 3.26 0.0 8.000 43.474 to 120.0 0.0 0.0 0.0 F17 158.35 0.0240 0.0 8.000 0.192 Vel = 6.09 F17 -20.19 3.26 21 13.44 12.250 43.666 to 120.0 0.0 13.440 0.0 F18 138.16 0.0186 0.0 25.690 0.477 Vel = 5.31 F18 -18.30 3.26 0.0 6.580 44.143 to 120.0 0.0 0.0 0.0 F19 119.86 0.0143 0.0 6.580 0.094 Vel = 4.61 F19 -18.67 3.26 2H 8.064 7.000 44.237 to 120.0 0.0 8.064 0.0 F20 101.19 0.0104 0.0 15.064 0.157 VeI= 3.89 F20 -16.79 3.26 0.0 10.170 44.394 to 120.0 0.0 0.0 0.0 F21 84.4 0.0075 0.0 10.170 0.076 Vel = 3.24 F21 -15.83 3.26 0.0 8.830 44.470 to 120.0 0.0 0.0 0.0 F22 68.57 0.0051 0.0 8.830 0.045 Vel = 2.64 S to 120.0 0.0 0.0 0.0 F23 53.69 0.0032 0.0 11.580 0.037 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 19 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F23 -13.34 3.26 0.0 11.250 44.552 to 120.0 0.0 0.0 0.0 F24 40.35 0.0020 0.0 11.250 0.022 Vel= 1.55 F24 -13.87 3.26 0.0 8.250 44.574 to 120.0 0.0 0.0 0.0 F25 26.48 0.0008 0.0 8.250 0.007 Vel = 1.02 F25 -13.87 3.26 0.0 3.880 44.581 to 120.0 0.0 0.0 12.560 F26 12.61 0.0003 0.0 3.880 0.001 Vel = 0.48 0.0 12.61 57.142 K Factor = 1.67 G1 437.67 4.26 31 27.651 19.000 46.792 to 120.0 0.0 27.651 0.866 G2 437.67 0.0426 0.0 46.651 1.989 Vel = 9.85 G2 0.0 4.26 11 9.217 13.000 49.647 to 120.0 0.0 9.217 5.630 G3 437.67 0.0426 0.0 22.217 0.947 Vel = 9.85 G3 0.0 4.26 II 9.217 10.950 56.224 to 120.0 1J 21.067 30.284 0.359 G4 437.67 0.0426 0.0 41.234 1.757 Vel = 9.85 G4 0.0 4.26 1J 21.067 20.710 58.340 to 120.0 0.0 21.067 0.866 G5 437.67 0.0426 0.0 41.777 1.781 Vel = 9.85 G5 0.0 4.26 21 18.434 96.500 60.987 to 120.0 0.0 18.434 0.0 B7 437.67 0.0426 0.0 114.934 4.897 Vel = 9.85 B7 0.0 4.31 ii 9.756 6.420 65.884 to 120.0 0.0 9.756 0.0 TOR2 437.67 0.0403 0.0 16.176 0.652 Vel = 9.62 TOR2 0.0 6.357 lFsp 0.0 8.500 66.536 to 120.0 1 12.573 84.241 4.681 * Fixed loss = I BOR2 437.67 0.0061 1J 31.433 92.741 0.563 Vel = 4.42 IS 40.235 BOR2 0.0 6.357 41 50.294 9.710 71.780 to 120.0 0.0 50.294 1.083 FLG 437.67 0.0060 0.0 60.004 0.363 Vel = 4.42 FLG 0.0 8.27 IE 28.468 8.500 73.226 to 140.0 0.0 28.468 1.516 UGI 437.67 0.0013 0.0 36.968 0.047 Vel = 2.61 UG1 0.0 7.98 3F 40.774 274.500 74.789 .to 150.0 IE 27.183 67.956 0.0 BKFL 437.67 0.0013 0.0 342.456 0.454 Vel = 2.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 20 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BKFL 0.0 7.98 3E 81.548 39.000 75.243 to 150.0 iT 52.855 140.443 4.000 * Fixed loss = 4 UG2 437.67 0.0013 1G 6.041 179.443 0.238 Vel = 2.81 UG2 -214.53 9.79 1G 6.747 345.000 79.481 to 150.0 iT 67.474 74.221 0.0 UG3 223.14 0.0001 0.0 419.221 0.059 Vel = 0.95 UG3 0.0 9.79 4F 59.378 745.000 79.540 to 150.0 1 6.747 66.125 0.0 UG4 223.14 0.0001 0.0 811.125 0.115 Vel = 0.95 UG4 0.0 9.79 1E 29.689 270.000 79.655 to 150.0 0.0 29.688 0.0 UG5 223.14 0.0001 0.0 299.688 0.042 Vel = 0.95 UG5 0.0 9.79 1G 6.747 177.000 79.697 to 150.0 0.0 6.747 0.0 UG6 223.14 0.0001 0.0 183.747 0.026 Vel = 0.95 0.0 223.14 79.723 K Factor = 24.99 UG2 0 464.52 9.79 1E 29.689 405.000 79.481 Qa = 250 to 150.0 IG 6.747 36.435 0.0 UG6 464.52 0.0005 0.0 441.435 0.242 Vel = 1.98 UG6 223.15 9.79 iT 67.474 111.500 79.723 to 150.0 2G 13.495 95.814 4.981 UG7 687.67 0.0011 1 14.844 207.314 0.234 Vel = 2.93 UG7 0.0 9.79 0.0 60.000 84.938 to 150.0 0.0 0.0 0.0 SRC 687.67 0.0011 0.0 60.000 0.068 Vel = 2.93 0.0 687.67 85.006 K Factor = 74.59 1] Computer Programs by Hydratec Inc. Route 111 Windham NH, USA 03087 1 Fire Protection by Computer Design SCHMIDT FIRE PROTECTION 4760 MURPHY CANYON RD. SAN DIEGO,CA 92123 8582796122 Job Name Building C Location : 2855 GAZELLE COURT CARLSBAD, CA. 92010 System 700 Contract : SFP-813 Data File 700 2C LEFT.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SCHMIDT FIRE PROTECTION Page 1 Date Hydraulic Design Information Sheet Name - ISIS PHARMACEUTICALS Date - 10/5/10 Location - 2855 GAZELLE COURT CARLSBAD, CA. 92010 Building - C System No. - 700 Contractor - SCHMIDT FIRE PROTECTION Contract No. - SFP-813 Calculated By - KEVIN WILSON Drawing No. - FP-20 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - lo'-O" Occupancy - S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E N Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - VARIES ( ) Dry Model N E Elevation at Highest Outlet - 29.63' ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 423 Press Required - 72 BOR2 Summary C-Factor Used: 120 Overhead 150 Underground .W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/29/10 Cap. - T Time of Test - 10:15 AN Rated Cap.- Elev.- E Static Press - 120 8 Press - R Residual Press - 110 Elev. - Well Flow - 1360 Proof Flow S Elevation - -14'-6" U P Location - HYDRANTS ON GAZELLE CT. P L Source of Information - FLOW TEST CONDUCTED BY SCHMIDT FIRE PROTECTION WITH Y CARLSBAD WATER DEPARTMENT AS WITNESS C Commodity Class O Storage Ht. Area N Storage Method: Solid Piled % N Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Nult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Location Aisle W. Palletized Rack Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WaterpIy Curve (C) . . SCHMIDT FIRE PROTECTION Page 2 Date City Water Sup Y: Demand: Cl -Static Pressure : 108 Dl - Elevation : 17.541 C2 - Residual Pressure: 99 D2 - System Flow : 422.857 stem Pressure : 81.272 C2 - Residual Flow : 1360 D2 - SrAdj Hose City _______Hose Demand ) : 250 D3 - System Demand : 672.857 Safety Margin : 24.279 150 140 130 P 120 : _______ --------- R 110 - E 100 - -10 Percent Under - -__ _______________ s 90 D2 D3 o'Jnr' u 70 R6° E5° 40 30 - 20 Dl U I I 10 I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittingd Summary 0 0 SCHMIDT FIRE PROTECTION Page 3 Date Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21,4 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 H 45'Grvd-Vic Elbow #ll 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD SCHMIDT FIRE PROTECTION Page 4 Date . Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. E01 29.17 31.2 na 734 26.0 27.66 na 735 29.63 26.09 na 736 26.0 25.22 na 737 29.63 23.65 na 700 26.0 5.6 20.31 na 25.24 0.2 100 7.0 701 29.63 21.44 na 702 26.0 5.6 17.19 na 23.22 0.2 100 7.0 703 29.63 17.88 na 704 26.0 5.6 16.82 na 22.97 0.2 100 7.0 705 29.63 17.45 na 706 26.0 5.6 16.66 na 22.85 0.2 100 7.0 707 29.63 17.35 na 708 26.0 5.6 16.71 na 22.89 0.2 60 7.0 709 29.63 17.39 na 710 26.0 5.6 16.94 na 23.05 0.2 80 7.0 711 29.63 17.66 na 712 26.0 5.6 18.37 na 24.0 0.2 120 7.0 713 29.63 19.68 na 750 26.0 23.86 na 751 29.63 22.29 na E02 29.17 31.27 na 738 26.0 29.27 na 739 29.63 27.7 na 740 26.0 27.7 na 741 29.63 26.12 na 10742 743 29.0 29.63 25.08 24.8 na na 714 26.0 5.6 22.02 na 26.28 0.2 100 7.0 715 29.63 23.35 na 716 26.0 5.6 21.5 na 25.96 0.2 100 7.0 717 29.63 22.78 na 718 26.0 5.6 21.43 na 25.92 0.2 100 7.0 719 29.63 22.71 na 720 26.0 5.6 21.48 na 25.95 0.2 100 7.0 721 29.63 22.78 na 722 26.0 5.6 21.94 na 26.23 0.2 120 7.0 723 29.63 23.32 na 752 26.0 28.05 na 753 29.63 26.48 na E03 29.17 31.42 na 744 26.0 30.3 na 745 29.63 28.73 na 746 26.0 29.24 na 747 29.63 27.66 na 748 26.0 27.99 na 749 29.63 26.42 na 724 26.0 5.6 21.12 na 25.73 0.2 100 7.0 725 29.96 23.04 na 726 26.0 5.6 20.95 na 25.63 0.2 100 7.0 727 29.96 22.69 na 728 26.0 5.6 20.95 na 25.63 0.2 100 7.0 729 29.96 22.67 na 730 26.0 5.6 20.69 na 25.47 0.2 100 7.0 731 29.96 22.84 na 732 26.0 5.6 21.26 na 25.82 0.2 120 7.0 733 29.96 23.5 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SCHMIDT FIRE PROTECTION Page 5 Date . Node No. 754 755 E04 E05 E06 E07 E08 E09 E10 Ell E12 E13 E14 E15 E16 E17 E18 E19 E20 E21 E22 E23 E24 E25 E26 GI . FO1 F02 F03 F04 F05 F06 F07 F08 F09 F10 Fli F12 F13 F14 F15 F16 F17 F18 F19 F20 F2l F22 F23 F24 F25 G2 G3 G4 G5 B7 TOR2 Elevation K-Fact 26.0 29.96 29.17 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.33 28.08 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.33 29.0 29.33 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 27.33 14.33 13.5 11.5 11.5 11.5 Pt Actual 27.3 25.58 31.91 33.71 34.29 35.37 37.0 37.45 37.76 38.19 38.95 39.47 40.1 41.89 42.54 43.51 43.23 43.15 43.09 43.01 42.97 42.93 42.92 42.91 43.05 43.92 29.81 29.88 30.05 32.1 33.6 35.0 35.53 36.36 36.93 37.7 38.11 38.87 39.3 40.14 40.51 40.82 41.0 41.45 41.54 41.69 41.76 41.8 41.83 41.85 41.86 46.66 53.18 55.18 57.72 62.32 62.93 Pn Flow Density Area Press ctual Rea. na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard SCHMIDT FIRE PROTECTION 40, Node No. Elevation K-Fact Pt Actual Pn Flow Actual BOR2 3.0 68.14 na FLG 0.5 69.56 na UG1 -3.0 71.12 na BKFL -3.0 71.55 na UG2 -3.0 75.77 na UG3 -3.0 75.83 na UG4 -3.0 75.94 na UG5 -3.0 75.98 na UG6 -3.0 76.0 na UG7 -14.5 81.21 na SRC -14.5 81.27 na Page 6 Date Density Area Press The maximum velocity is 12.98 and it occurs in the pipe between nodes EOI and 735 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 7 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EOI -82.35 1.61 2T 16.0 6.170 31.198 to 120.0 0.0 16.000 -0.199 735 -82.35 -0.2215 0.0 22.170 -4.911 Vel = 12.98 0.0 -82.35 26.088 K Factor = -16.12 734 0.0 1.049 2E 4.0 4.460 27.660 to 120.0 iT 5.0 9.000 -1.572 735 0.0 0.0 0.0 13.460 0.0 Vel = 0 735 -82.35 1.61 0.0 11.000 26.088 to 120.0 0.0 0.0 0.0 737 -82.35 -0.2215 0.0 11.000 -2.436 Vel = 12.98 0.0 -82.35 23.652 K Factor = -16.93 736 0.0 1.049 3E 6.0 4.710 25.224 to 120.0 iT 5.0 11.000 -1.572 737 0.0 0.0 0.0 15.710 0.0 Vel = 0 737 -82.35 1.61 0.0 10.000 23.652 .to 120.0 0.0 0.0 0.0 701 -82.35 -0.2215 0.0 10.000 -2.215 Vel = 12.98 0.0 -82.35 21.437 K Factor = -17.79 700 25.24 1.049 2E 4.0 4.460 20.315 K Factor= 5.60 to 120.0 1 5.0 9.000 -1.572 701 25.24 0.2001 0.0 13.460 2.694 Vel = 9.37 701 -82.35 1.61 5E 20.0 11.590 21.437 to 120.0 0.0 20.000 0.0 703 -57.11 -0.1125 0.0 31.590 -3.555 Vel = 9.00 0.0 -57.11 17.882 K Factor = -13.51 702 23.22 1.049 2E 4.0 4.210 17.189 K Factor =5.60 to 120.0 IT 5.0 9.000 -1.572 703 23.22 0.1715 0.0 13.210 2.265 Vel = 8.62 703 -57.11 1.61 0.0 10.000 17.882 to 120.0 0.0 0.0 0.0 705 -33.89 -0.0429 0.0 10.000 -0.429 Vel = 5.34 0.0 -33.89 17.453 K Factor= -8.11 704 22.97 1.049 2E 4.0 4.130 16.819 K Factor =5.60 to 120.0 1 5.0 9.000 -1.572 705 22.97 0.1680 0.0 13.130 2.206 Vel = 8.53 705 -33.89 1.61 2E 8.0 10.920 17.453 • to 120.0 0.0 8.000 0.0 707 -10.92 -0.0052 0.0 18.920 -0.099 Vel = 1.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 8 Date 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 -10.92 17.354 K Factor = -2.62 706 22.85 1.049 2E 4.0 4.630 16.656 K Factor = 5.60 to 120.0 1 5.0 9.000 -1.572 707 22.85 0.1665 0.0 13.630 2.270 Vel = 8.48 707 -10.92 1.61 0.0 5.420 17.354 to 120.0 0.0 0.0 0.0 709 11.93 0.0061 0.0 5.420 0.033 Vel = 1.88 0.0 11.93 17.387 KFactor= 2.86 708 22.89 1.049 2E 4.0 4.460 16.711 K Factor = 5.60 to 120.0 IT 5.0 9.000 -1.572 709 22.89. 0.1670 0.0 13.460 2.248 VeI= 8.50 709 11.93 1.61 0.0 6.000 17.387 to 120.0 0.0 0.0 0.0 711 34.82 0.0452 0.0 6.000 0.271 Vel = 5.49 . 0.0 34.82 17.658 K Factor = 8.29 710 23.05 1.049 2E 4.0 4.550 16.938 K Factor = 5.60 to 120.0 1 5.0 9.000 -1.572 711 23.05 0.1692 0.0 13.550 2.292 Vel= 8.56 711 34.82 1.61 2E 8.0 9.500 17.658 to 120.0 0.0 8.000 0.0 713 57.87 0.1153 0.0 17.500 2.018 Vel = 9.12 0.0 57.87 19.676 KFactor= 13.05 712 24.00 1.049 3E 6.0 4.800 18.367 K Factor = 5.60 to 120.0 1 5.0 11.000 -1.572 713 24.0 0.1823 0.0 15.800 2.881 Vel = 8.91 713 57.87 1.61 0.0 11.920 19.676 to 120.0 0.0 0.0 0.0 751 81.87 0.2191 0.0 11.920 2.612 Vel = 12.90 0.0 81.87 22.288 KFactor= 17.34 750 0.0 1.049 3E 6.0 4.800 23.860 to 120.0 IT 5.0 11.000 -1.572 751 0.0 0.0 0.0 15.800 0.0 Vel = 0 751 81.87 1.61 3E 12.0 13.080 22.288 to 120.0 IT 8.0 20.000 0.273 FOI 81.87 0.2191 0.0 33.080 7.249 Vel 12.90 . 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 81.87 29.810 KFactor= 14.99 E02 -65.60 1.61 2T 16.0 7.170 31.267 to 120.0 0.0 16.000 -0.199 739 -65.6 -0.1454 0.0 23.170 -3.370 Vet = 10.34 0.0 -65.60 27.698 K Factor = -12.46 738 0.0 1.049 2E 4.0 4.300 29.270 to 120.0 iT 5.0 9.000 -1.572 739 0.0 0.0 0.0 13.300 0.0 Vet = 0 739 -65.60 1.61 0.0 10.830 27.698 to 120.0 0.0 0.0 0.0 741 -65.6 -0.1454 0.0 10.830 -1.575 Vet = 10.34 0.0 -65.60 26.123 K Factor = -12.83 740 0.0 1.049 3E 6.0 5.460 27.695 to 120.0 IT 5.0 11.000 -1.572 741 0.0 0.0 0.0 16.460 0.0 Vet = 0 741 -65.60 1.61 0.0 9.080 26.123 to 120.0 0.0 0.0 0.0 743 -65.6 -0.1455 0.0 9.080 -1.321 Vet = 10.34 0.0 -65.60 24.802 K Factor =-13.17 742 0.0 1.049 2E 4.0 4.460 25.075 to 120.0 1T 5.0 9.000 -0.273 743 0.0 0.0 0.0 13.460 0.0 Vet = 0 743 -65.60 1.61 0.0 10.000 24.802 to 120.0 0.0 0.0 0.0 715 -65.6 -0.1454 0.0 10.000 -1.454 Vet = 10.34 0.0 -65.60 23.348 K Factor = -13.58 714 26.28 1.049 2E 4.0 4.460 22.018 K Factor= 5.60 to 120.0 IT 5.0 9.000 -1.572 715 26.28 0.2156 0.0 13.460 2.902 Vet = 9.76 715 -65.60 1.61 0.0 10.000 23.348 to 120.0 0.0 0.0 0.0 717 -39.32 -0.0565 0.0 10.000 -0.565 Vet = 6.20 0.0 -39.32 22.783 K Factor = -8.24 716 25.96 1.049 2E 4.0 4.550 21.498 K Factor =5.60 .to 717 25.96 120.0 0.2108 IT 5.0 0.0 9.000 13.550 -1.572 2.857 Vet = 9.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 10 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 717 -39.32 1.61 0.0 10.000 22.783 to 120.0 0.0 0.0 0.0 719 -13.36 -0.0076 0.0 10.000 -0.076 Vet = 2.11 0.0 -13.36 22.707 K Factor = -2.80 718 25.92 1.049 2E 4.0 4.550 21.430 K Factor = 5.60 to 120.0 IT 5.0 9.000 -1.572 719 25.92 0.2103 0.0 13.550 2.849 Vet = 9.62 719 -13.36 1.61 0.0 10.000 22.707 to 120.0 0.0 0.0 0.0 721 12.56 0.0068 0.0 10.000 0.068 Vet = 1.98 0.0 12.56 22.775 KFactor 2.63 720 25.95 1.049 2E 4.0 4.630 21.475 K Factor = 5.60 to 120.0 iT 5.0 9.000 -1.572 721 25.95 0.2107 0.0 13.630 2.872 Vet = 9.63 .721 to 12.57 1.61 120.0 0.0 0.0 10.000 0.0 22.775 0.0 723 38.52 0.0543 0.0 10.000 0.543 Vet = 6.07 0.0 38.52 23.318 KFactor= 7.98 722 26.23 1.049 2E 4.0 4.710 21.943 K Factor = 5.60 to 120.0 iT 5.0 9.000 -1.572 723 26.23 0.2150 0.0 13.710 2.947 Vet = 9.74 723 38.52 1.61 2E 8.0 14.250 23.318 to 120.0 0.0 8.000 0.0 753 64.75 0.1420 0.0 22.250 3.159 Vel= 10.20 0.0 64.75 26.477 KFactor= 12.58 752 0.0 1.049 3E 6.0 6.050 28.049 to 120.0 iT 5.0 11.000 -1.572 753 0.0 0.0 0.0 17.050 0.0 Vet = 0 753 64.75 1.61 IE 4.0 10.040 26.477 to 120.0 iT 8.0 12.000 0.273 F02 64.75 0.1420 0.0 22.040 3.129 Vet= 10.20 0.0 64.75 29.879 KFactor= 11.85 E03 -57.21 1.61 2T 16.0 6.080 31.420 to 120.0 0.0 16.000 -0.199 . 745 -57.21 -0.1129 0.0 22.080 -2.493 Vel = 9.02 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 11 Date Hyd. Q Dia. Fitting Pipe Pt Pt Ref. "Ca' or Ftng's Fe P ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -57.21 28.728 K Factor = -10.67 744 0.0 1.049 3E 6.0 6.380 30.300 to 120.0 IT 5.0 11.000 -1.572 745 0.0 0.0 0.0 17.380 0.0 Vel = 0 745 -57.21 1.61 0.0 9.420 28.728 to 120.0 0.0 0.0 0.0 747 -57.21 -0.1130 0.0 9.420 -1.064 Vel = 9.02 0.0 -57.21 27.664 K Factor = -10.88 746 0.0 1.049 3E 6.0 7.550 29.236 to 120.0 IT 5.0 11.000 -1.572 747 0.0 0.0 0.0 18.550 0.0 Vel = 0 747 -57.21 1.61 0.0 11.000 27.664 to 120.0 0.0 0.0 0.0 749 -57.21 -0.1129 0.0 11.000 -1.242 Vel = 9.02 0.0 -57.21 26.422 K Factor =-11.13 748 0.0 1.049 3E 6.0 5.540 27.994 to 120.0 iT 5.0 11.000 -1.572 749 0.0 0.0 0.0 16.540 0.0 Vel = 0 749 -57.21 1.61 4E 16.0 12.660 26.422 to 120.0 0.0 16.000 -0.143 725 -57.21 -0.1129 0.0 28.660 -3.236 Vel = 9.02 0.0 -57.21 23.043 K Factor = -11.92 724 25.73 1.049 3E 6.0 6.550 21.117 K Factor= 5.60 to 120.0 1 5.0 11.000 -1.715 725 25.73 0.2075 0.0 17.550 3.641 Vel = 9.55 725 -57.21 1.61 0.0 9.420 23.043 to 120.0 0.0 0.0 0.0 727 -31.48 -0.0375 0.0 9.420 -0.353 Vel = 4.96 0.0 -31.48 22.690 K Factor = -6.61 726 25.63 1.049 3E 6.0 5.790 20.948 K Factor = 5.60 to 120.0 IT 5.0 11.000 -1.715 727 25.63 0.2059 0.0 16.790 3.457 Vel = 9.51 727 -31.48 1.61 0.0 10.000 22.690 to 120.0 0.0 0.0 0.0 729 -5.85 -0.0016 0.0 10.000 -0.016 Vel = 0.92 . 0.0 -5.85 22.674 K Factor = -1.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 12 Date Hyd. Q Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe P ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 728 25.63 1.049 3E 6.0 5.710 20.948 K Factor= 5.60 to 120.0 1 5.0 11.000 -1.715 729 25.63 0.2059 0.0 16.710 3.441 Vel = 9.51 729 -5.85 1.61 0.0 10.420 22.674 to 120.0 0.0 0.0 0.0 731 19.78 0.0158 0.0 10.420 0.165 Vel = 3.12 0.0 19.78 22.839 KFactor= 4.14 730 25.47 1.049 3E 6.0 7.960 20.694 K Factor = 5.60 to 120.0 iT 5.0 11.000 -1.715 731 25.47 0.2036 0.0 18.960 3.860 Vel = 9.46 731 19.79 1.61 0.0 9.080 22.839 to 120.0 0.0 0.0 0.0 733 45.26 0.0731 0.0 9.080 0.664 Vel = 7.13 0.0 45.26 23.503 K Factor = 9.34 • 732 to 25.82 1.049 120.0 3E iT 6.0 5.0 7.960 11.000 21.260 -1.715 K Factor = 5.60 733 25.82 0.2088 0.0 18.960 3.958 Vel = 9.59 733 45.26 1.61 0.0 12.330 23.503 to 120.0 0.0 0.0 0.0 755 71.08 0.1687 0.0 12.330 2.080 Vel = 11.20 0.0 71.08 25.583 K Factor = 14.05 754 0.0 1.049 3E 6.0 5.210 27.298 to 120.0 iT 5.0 11.000 -1.715 755 0.0 0.0 0.0 16.210 0.0 Vel = 0 755 71.08 1.61 1E 4.0 12.040 25.583 to 120.0 iT 8.0 12.000 0.416 F03 71.08 0.1687 0.0 24.040 4.056 Vel= 11.20 0.0 71.08. 30.055 KFactor= 12.97 E04 3.79 1.61 8E 32.0 101.240 31.909 to 120.0 3T 24.0 56.000 0.074 F04 3.79 0.0007 0.0 157.240 0.117 Vel = 0.60 0.0 3.79 32.100 KFactor= 0.67 E05 -5.63 1.61 9E 36.0 109.560 33.709 to 120.0 2T 16.0 52.000 0.143 F05 -5.63 -0.0015 0.0 161.560 -0.250 Vel = 0.89 • 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 13 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -5.63 33.602 K Factor = -0.97 E06 9.18 1.61 6E 24.0 108.440 34.288 to 120.0 2T 16.0 40.000 0.143 F06 9.18 0.0038 0.0 148.440 0.568 VeI= 1.45 0.0 9.18 34.999 K Factor = 1.55 E07 1.41 1.61 13E 52.0 125.630 35.366 to 120.0 2T 16.0 68.000 0.143 F07 1.41 0.0001 0.0 193.630 0.023 Vel = 0.22 0.0 1.41 35.532 K Factor = 0.24 E08 -9.86 1.61 10E 40.0 123.240 37.004 to 120.0 2T 16.0 56.000 0.143 F08 -9.86 -0.0044 0.0 179.240 -0.783 Vel = 1.55 0.0 -9.86 36.364 KFactor= -1.64 .E09 to -9.92 1.61 120.0 6E 2T 24.0 16.0 109.170 40.000 37.449 0.143 F09 -9.92 -0.0044 0.0 149.170 -0.658 Vel = 1.56 0.0 -9.92 36.934 K Factor = -1.63 E10 -5.06 1.61 8E 32.0 111.510 37.758 to 120.0 2T 16.0 48.000 0.143 F10 -5.06 -0.0013 0.0 159.510 -0.203 Vel = 0.80 0.0 -5.06 37.698 K Factor = -0.82 Eli -5.33 1.61 8E 32.0 109.880 38.187 to 120.0 2T 16.0 48.000 0.143 FI1 -5.33 -0.0014 0.0 157.880 -0.221 Vel = 0.84 0.0 -5.33 38.109 K Factor = -0.86 E12 -5.21 1.61 9E 36.0 108.950 38.947 to 120.0 2T 16.0 52.000 0.143 F12 -5.21 -0.0013 0.0 160.950 -0.216 Vel = 0.82 0.0 -5.21 38.874 K Factor = -0.84 E13 -6.47 1.61 8E 32.0 108.050 39.468 to 120.0 2T 16.0 48.000 0.143 F13 -6.47 -0.0020 0.0 156.050 -0.313 Vel = 1.02 . 0.0 -6.47 39.298 K Factor = -1.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 14 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E14 -3.44 1.61 7E 28.0 109.290 40.100 to 120.0 3T 24.0 52.000 0.143 F14 -3.44 -0.0006 0.0 161.290 -0.101 Vel = 0.54 0.0 -3.44 40.142 K Factor -0.54 E15 -12.12 1.61 5E 20.0 110.230 41.895 to 120.0 3T 24.0 44.000 -0.398 F15 -12.12 -0.0064 0.0 154.230 -0.987 Vel = 1.91 0.0 -12.12 40.510 K Factor = -1.90 E16 -16.12 1.61 9E 36.0 111.880 42.543 to 120.0 3T 24.0 60.000 0.143 F16 -16.12 -0.0108 0.0 171.880 -1.863 Vel = 2.54 0.0 -16.12 40.823 K Factor = -2.52 E17 -19.50 1.61 9E 36.0 111.620 43.505 .to F17 -19.5 120.0 -0.0154 3T 24.0 0.0 60.000 171.620 0.143 -2.646 Vel = 3.07 0.0 -19.50 41.002 K Factor = -3.05 E18 -17.68 1.61 6E 24.0 109.920 43.234 to 120.0 21 16.0 40.000 0.143 F18 -17.68 -0.0129 0.0 149.920 -1.927 Vel = 2.79 0.0 -17.68 41.450 K Factor = -2.75 E19 -18.03 1.61 2E 8.0 107.320 43.146 to 120.0 21 16.0 24.000 0.143 F19 -18.03 -0.0133 0.0 131.320 -1.751 Vel = 2.84 0.0 -18.03 41.538 K Factor = -2.80 E20 -16.22 1.61 4E 16.0 109.000 43.088 to 120.0 21 16.0 32.000 0.143 F20 -16.22 -0.0110 0.0 141.000 -1.546 Vel = 2.56 0.0 -16.22 41.685 K Factor = -2.51 E21 -15.28 1.61 4E 16.0 110.170 43.010 to 120.0 21 16.0 32.000 0.143 F21 -15.28 -0.0098 0.0 142.170 -1.396 VeI= 2.41 0.0 41.757 K Factor = -2.36 •-15.28 E22 -14.37 1.61 6E 24.0 109.740 42.968 to 120.0 21 16.0 40.000 0.143 F22 -14.37 -0.0088 0.0 149.740 -1.312 Vel = 2.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 15 Date 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 -14.37 41.799 K Factor = -2.22 E23 -12.88 161 8E 32.0 125.290 42.932 to 120.0 2T 16.0 48.000 0.143 F23 -12.88 -0.0072 0.0 173.290 -1.241 Vel = 2.03 0.0 -12.88 41.834 K Factor = -1.99 E24 -13.39 1.61 7E 28.0 112.830 42.918 to 120.0 2T 16.0 44.000 0.143 F24 -13.39 -0.0077 0.0 156.830 -1.207 Vel = 2.11 0.0 -13.39 41.854 K Factor = -2.07 E25 -13.40 1.61 7E 28.0 110.580 42.908 to 120.0 2T 16.0 44.000 0.143 F25 -13.4 -0.0077 0.0 154.580 -1.190 Vel = 2.11 0.0 .-13.40 E26 -12.17 1.61 13E 52.0 116.090 41.861 43.049 K Factor = -2.07 to 120.0 2T 16.0 68.000 12.560 F26 -12.17 -0.0065 0.0 184.090 -1.188 VeI= 1.92 0.0 -12.17 54.421 K Factor = -1.65 E01 82.35 3.26 0.0 9.750 31.198 to 120.0 0.0 0.0 0.0 E02 82.35 0.0071 0.0 9.750 0.069 Vel = 3.17 E02 65.60 3.26 0.0 7.250 31.267 to 120.0 0.0 0.0 0.0 E03 147.95 0.0211 0.0 7.250 0.153 Vel= 5.69 E03 57.21 3.26 0.0 12.670 31.420 to 120.0 0.0 0.0 0.0 E04 205.16 0.0386 0.0 12.670 0.489 Vel = 7.89 E04 -3.79 3.26 41 26.879 23.240 31.909 to 120.0 0.0 26.879 -0.069 E05 201.37 0.0373 0.0 50.119 1.869 Vel = 7.74 E05 5.63 3.26 0.0 14.750 33.709 to 120.0 0.0 0.0 0.0 E06 207.0 0.0393 0.0 14.750 0.579 Vel = 7.96 E06 -9.19 3.26 21 13.44 16.430 34.288 to 120.0 0.0 13.440 0.0 •E07 E07 197.81 -1.41 0.0361 3.26 41 0.0 26.879 29.870 19.120 1.078 35.366 Vel = 7.60 to 120.0 0.0 26.879 0.0 E08 196.4 0.0356 0.0 45.999 1.638 Vel = 7.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 16 Date . Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E08 9.86 3.26 0.0 11.420 37.004 to 120.0 0.0 0.0 0.0 E09 206.26 0.0390 0.0 11.420 0.445 Vel = 7.93 E09 9.92 3.26 0.0 7.250 37.449 to 120.0 0.0 0.0 0.0 EIO 216.18 0.0426 0.0 7.250 0.309 Vel = 8.31 EIO 5.06 3.26 0.0 9.670 37.758 to 1 120.0 0.0 0.0 0.0 Ell 221.24 0.0444 0.0 9.670 0.429 Vel = 8.50 Eli 5.33 3.26 2H 8.064 8.330 38.187 to 120.0 0.0 8.064 0.0 E12 226.57 0.0464 0.0 16.394 0.760 Vel = 8.71 E12 5.21 3.26 0.0 10.750 38.947 to 120.0 0.0 0.0 0.0 E13 231.78 0.0485 0.0 10.750 0.521 Vel = 8.91 E13 6.48 3.26 0.0 12.420 39.468 to 120.0 0.0 0.0 0.0 E14 238.26 0.0509 0.0 12.420 0.632 Vel = 9.16 Ei4 3.44 3.26 21 13.44 10.540 40.100 to 120.0 0.0 13.440 0.541 E15 241.7 0.0523 0.0 23.980 1.254 Vel = 9.29 E15 12.11 3.26 21 13.44 7.340 41.895 to 120.0 0.0 13.440 -0.541 E16 253.81 0.0572 0.0 20.780 1.189 Vel = 9.76 E16 16.12 3.26 iJ 17.471 4.080 42.543 to 120.0 0.0 17.471 0.0 Gi 269.93 0.0641 0.0 21.551 1.382 Vel = 10.38 G1 -422.86 3.26 iJ 17.471 1.250 43.925 to 120.0 0.0 17.471 0.0 E17 -152.93 -0.0224 0.0 18.721 -0.420 Vel = 5.88 E17 19.50 3.26 0.0 15.580 43.505 to 120.0 0.0 0.0 0.0 E18 -133.43 -0.0174 0.0 15.580 -0.271 Vel = 5.13 E18 17.68 3.26 0.0 6.580 43.234 to 120.0 0.0 0.0 0.0 E19 -115.75 -0.0134 0.0 6.580 -0.088 Vel = 4.45 E19 18.03 3.26 0.0 5.920 43.146 to 120.0 0.0 0.0 0.0 E20 -97.72 -0.0098 0.0 5.920 -0.058 Vel = 3.76 E20 16.21 3.26 0.0 11.080 43.088 .to 120.0 0.0 0.0 0.0 E21 -81.51 -0.0070 0.0 11.080 -0.078 Vel = 3.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 17 Date Hyd. Q Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe P ******* Notes Point Qt PffFt Eqv. Ln. Total Pf Pn E21 15.29 3.26 0.0 8.830 43.010 to 120.0 0.0 0.0 0.0 E22 -66.22 -0.0048 0.0 8.830 -0.042 Vel = 2.55 E22 14.37 3.26 0.0 12.000 42.968 to 120.0 0.0 0.0 0.0 E23 -51.85 -0.0030 0.0 12.000 -0.036 Vel = 1.99 E23 12.88 3.26 0.0 8.000 42.932 to 120.0 0.0 0.0 0.0 E24 -38.97 -0.0018 0.0 8.000 -0.014 Vel = 1.50 E24 13.39 3.26 0.0 11.000 42.918 to 120.0 0.0 0.0 0.0 E25 -25.58 -0.0009 0.0 11.000 -0.010 Vel = 0.98 E25 13.41 3.26 2H 8.064 5.170 42.908 to 120.0 0.0 8.064 0.143 E26 -12.17 -0.0002 0.0 13.234 -0.002 Vel = 0.47 0.0 -12.17 43.049 KFactor= -1.85 F01 81.87 3.26 0.0 9.750 29.810 to 120.0 0.0 0.0 0.0 F02 81.87 0.0071 0.0 9.750 0.069 Vel = 3.15 F02 64.75 3.26 0.0 8.500 29.879 to 120.0 0.0 0.0 0.0 F03 146.62 0.0207 0.0 8.500 0.176 Vel = 5.64 F03 71.08 3.26 41 26.879 20.590 30.055 to 120.0 0.0 26.879 0.0 F04 217.7 0.0431 0.0 47.469 2.045 Vel = 8.37 F04 3.79 3.26 21 13.44 20.330 32.100 to 120.0 0.0 13.440 0.0 F05 221.49 0.0445 0.0 33.770 1.502 Vel = 8.51 F05 -5.63 3.26 21 13.44 19.500 33.602 to 120.0 0.0 13.440 0.0 F06 215.86 0.0424 0.0 32.940 1.397 Vel = 8.30 F06 9.18 3.26 0.0 11.630 34.999 to 120.0 0.0 0.0 0.0 F07 225.04 0.0458 0.0 11.630 0.533 Vel = 8.65 F07 1.42 3.26 0.0 17.960 35.532 to 120.0 0.0 0.0 0.0 F08 226.46 0.0463 0.0 17.960 0.832 Vel = 8.70 F08 -9.86 3.26 0.0 13.340 36.364 to 120.0 0.0 0.0 0.0 F09 216.6 0.0427 0.0 13.340 0.570 Vel = 8.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 18 Date Hyd. Q Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe P ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F09 -9.92 3.26 21 13.44 6.080 36.934 to 120.0 0.0 13.440 0.0 FlU 206.68 0.0391 0.0 19.520 0.764 VeI= 7.94 F10 -5.06 3.26 0.0 11.000 37.698 to 120.0 0.0 0.0 0.0 F11 201.62 0.0374 0.0 11.000 0.411 VeI= 7.75 F11 -5.34 3.26 21 13.44 8.080 38.109 to 120.0 0.0 13.440 0.0 F12 196.28 0.0355 0.0 21.520 0.765 Vel = 7.54 F12 -5.20 3.26 0.0 12.500 38.874 to 120.0 0.0 0.0 0.0 F13 191.08 0.0339 0.0 12.500 0.424 Vel = 7.34 F13 -6.48 3.26 21 13.44 13.170 39.298 to 120.0 0.0 13.440 0.0 F14 184.6 0.0317 0.0 26.610 0.844 Vel = 7.10 F14 -3.44 3.26 0.0 12.000 40.142 to 120.0 0.0 0.0 0.0 181.16 0.0307 0.0 12.000 0.368 Vel = 6.96 .F15 F15 -12.12 3.26 0.0 11.580 40.510 to 120.0 0.0 0.0 0.0 F16 169.04 0.0270 0.0 11.580 0.313 Vel = 6.50 F16 -16.11 3.26 0.0 8.000 40.823 to 120.0 0.0 0.0 0.0 F17 152.93 0.0224 0.0 8.000 0.179 Vel = 5.88 F17 -19.50 3.26 21 13.44 12.250 41.002 to 120.0 0.0 13.440 0.0 F18 133.43 0.0174 0.0 25.690 0.448 Vel = 5.13 F18 -17.68 3.26 0.0 6.580 41.450 to 120.0 0.0 0.0 0.0 F19 115.75 0.0134 0.0 6.580 0.088 Vel = 4.45 F19 -18.03 3.26 2H 8.064 7.000 41.538 to 120.0 0.0 8.064 0.0 F20 97.72 0.0098 0.0 15.064 0.147 Vel = 3.76 F20 -16.21 3.26 0.0 10.170 41.685 to 120.0 0.0 0.0 0.0 F21 81.51 0.0071 0.0 10.170 0.072 Vel = 3.13 F21 -15.29 3.26 0.0 8.830 41.757 to 120.0 0.0 0.0 0.0 F22 66.22 0.0048 0.0 8.830 0.042 Vel = 2.55 F22 -14.37 3.26 0.0 11.580 41.799 .to 120.0 0.0 0.0 0.0 F23 51.85 0.0030 0.0 11.580 0.035 Vel = 1.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 19 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn F23 -12.88 3.26 0.0 11.250 41.834 to 120.0 0.0 0.0 0.0 F24 38.97 0.0018 0.0 11.250 0.020 VeI= 1.50 F24 -13.39 3.26 0.0 8.250 41.854 to 120.0 0.0 0.0 0.0 F25 25.58 0.0008 0.0 8.250 0.007 Vel = 0.98 F25 -13.41 3.26 0.0 3.880 41.861 to 120.0 0.0 0.0 12.560 F26 12.17 0.0 0.0 3.880 0.0 Vel = 0.47 0.0 12.17 54.421 KFactor= 1.65 GI 422.86 4.26 31 27.651 19.000 43.925 to 120.0 0.0 27.651 0.866 G2 422.86 0.0400 0.0 46.651 1.865 Vel = 9.52 G2 0.0 4.26 11 9.217 13.000 46.656 to 120.0 0.0 9.217 5.630 G3 422.86 0.0400 0.0 22.217 0.889 Vel = 9.52 G3 0.0 4.26 ii 9.217 10.950 53.175 to 120.0 1J 21.067 30.284 0.359 G4 422.86 0.0400 0.0 41.234 1.649 Vel = 9.52 G4 0.0 4.26 1J 21.067 20.710 55.183 to 120.0 0.0 21.067 0.866 G5 422.86 0.0400 0.0 41.777 1.671 Vel = 9.52 G5 0.0 4.26 21 18.434 96.500 57.720 to 120.0 0.0 18.434 0.0 B7 422.86 0.0400 0.0 114.934 4.595 Vel = 9.52 B7 0.0 4.31 11 9.756 6.420 62.315 to 120.0 0.0 9.756 0.0 TOR2 422.86 0.0378 0.0 16.176 0.611 Vel = 9.30 TOR2 0.0 6.357 iFsp 0.0 8.500 62.926 to 120.0 1 12.573 84.241 4.681 * Fixed loss BOR2 422.86 0.0057 1J 31.433 92.741 0.529 Vel = 4.27 iS 40.235 BOR2 0.0 6.357 41 50.294 9.710 68.136 to 120.0 0.0 50.294 1.083 FLG 422.86 0.0057 0.0 60.004 0.341 Vel = 4.27 FLG 0.0 8.27 1 28.468 8.500 69.560 to 140.0 0.0 28.468 1.516 UGI 422.86 0.0012 0.0 36.968 0.044 Vel = 2.53 UG1 0.0 7.98 3F 40.774 274.500 71.120 .to 150.0 1 27.183 67.956 0.0 BKFL 422.86 0.0012 0.0 342.456 0.426 Vel = 2.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 20 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn BKFL 0.0 7.98 3E 81.548 39.000 71.546 to 150.0 IT 52.855 140.443 4.000 * Fixed loss 4 UG2 422.86 0.0012 1G 6.041 179.443 0.223 Vel = 2.71 UG2 -204.52 9.79 1 6.747 345.000 75.769 to 150.0 iT 67.474 74.221 0.0 UG3 218.34 0.0001 0.0 419.221 0.057 Vel = 0.93 UG3 0.0 9.79 4F 59.378 745.000 75.826 to 150.0 1 6.747 66.125 0.0 UG4 218.34 0.0001 0.0 811.125 0.110 Vel = 0.93 UG4 0.0 9.79 1E 29.689 270.000 75.936 to 150.0 0.0 29.688 0.0 UG5 218.34 0.0001 0.0 299.688 0.040 Vel = 0.93 UG5 0.0 9.79 1 6.747 177.000 75.976 to 150.0 0.0 6.747 0.0 UG6 218.34 0.0001 0.0 183.747 0.025 Vel = 0.93 0.0 218.34 76.001 K Factor = 25.05 UG2 454.52 9.79 1E 29.689 405.000 75.769 Qa = 250 to 150.0 1G 6.747 36.435 0.0 UG6 454.52 0.0005 0.0 441.435 0.232 Vel = 1.94 UG6 218.34 9.79 iT 67.474 111.500 76.001 to 150.0 2G 13.495 95.814 4.981 UG7 672.86 0.0011 1 14.844 207.314 0.225 Vel = 2.87 UG7 0.0 9.79 0.0 60.000 81.207 to 150.0 0.0 0.0 0.0 SRC 672.86 0.0011 0.0 60.000 0.065 Vel = 2.87 0.0 672.86 81.272 K Factor = 74.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PHARMACEUTICALS EQUIPMENT SUBMITTAL FOR FIRE SPRINKLER SYSTEM These plati have been reviewed br apparent compliance with the cuireiu applicable cxks and standards in force in the jun,diction. The owner or contractor may utilri.e e' c\ in uppori of an applicaitoit 'or a hnildiitg ii' oh he c xpicss iiiitkrstaiiiliiig that this review no %%m ret es es the owner iii 'contractOr Ot their pi lessioital engitteer or architect for Sole responsibility full coiflpl iaiice with said codes and standards. ii luding the buildmg.code or for any responsihilty' for ile cieticies. errors, omissions or ncghgence in these plaits whether or not noted in ajils review, l)ate. Revtewer:1 Is RECUMMNI) APPROVAL 0 RECOMMEND APPROVAL. AS NOTED TABLE OF CONTENTS FIRE SPRINKLERS PIPING AND FITTINGS HANGERS AND SWAY BRACING VALVES MISCELANEOUS 0 FIRE SPRINKLERS May 7, 2010 Sprinkler 41 a 0 AND E 6,91 SPRINKLERS TECHNICAL DATA Microfastl-1130 QUICK Ll RESPONSE PENDENT The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 219-I6-A and MEA bJ-E-, volume lb ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40130, and 0786-CPD-40 170 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41 d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41e for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for Viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi The Viking Corporation's Web site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http://www.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 ¶ (-55 C) Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06662B and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 for Sprinklers 06662B, 066668, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Form No. F081296 Replaces page 41 a-f, dated April 16, 2010. (Added VdS Approval to Sprinklers 06765B and 06666B and obsoleted Sprinkler 12104.) Sprinkler 41 b May 7, 2010 MicrofastHPO QUICK WE 1 9 SPRINKLERS TECHNICAL DATA RESPONSE PENDENT The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com For TeflonO Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order MicrofastO and MicrofastHPO Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black TeflonO = N Temperature Suffix (2F/2C): 1352/57 =A, 155°/68° = B, 175°/79° = D, 2000/932 = E, and 2860/1410 = G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 06662BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the 'Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for Coated and/or Recessed Sprinklers: Part No. 12144W/B* (available since 2003) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W/B. 0A 1/2' ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 197 1) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfase and MicrofastHP' Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Fats Protect ye Spninker Cop 10896 Figure 1: Standard Sprinkler Wrench 10896W/B iH - Sprinkler Wrench 12144/B*w for installing coated and/or recessed Pendent sprinklers with protective caps. n May 7, 2010 Sprinkler 41 c MICROFAST® AND "\i I M I 1 Gu MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE II I RATINGS AND FINISHES Sp.thkler Temperature Sprinkler Nominal I Maximum Ambient Classification Temperature Rating' Ceiling Temperature' Bulb Col U or Ordinary 135 F (57 °C) 100 ¶ (38 °C) Orange Ordinary 155 °F (68 C) 100 F (38 °C) Red Intermediate 175 F (79 °C) 150 °F (65 C) Yellow Intermediate 200 °F (93 °C) 150 F (65 C) Green High 286 °F (141 C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black Teflon® Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. _E1 Carefully slide the ' wrench sideways around the protective cap, ensuring engage- went with the sprinkler xwA 1/2' ratchet is required wrench flats. (not available from Viking). Figure 2: Wrench 12144W/B for Coated and/or Recessed Pendent Sprinklers Sprinkler 41 d May 7, 2010 i 16 'J MICROFAST® AND T ECHNICAL DATA MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Approval Chart I (UL) n Te Microfasf and MicrofastHP11 Quick Response Pendent Sprinklers Maximum 175 PSI (12 bar) WWP Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K-Factor Length (Refer also to Design Criteria on page 41e.) Part No.' NPT BSP U.S. metric2 Inches mm cULus4 NYC-' VdS LPCB CE Standard Orifice 06662B I VK302 1/2" 1 15 mm 1 5.6 80.6 1 2-1/4" 1 58 1 AiX, B1Y AiX, B1Y A3 A3X, B3Y C3X, E3Y11 C3X, E3Y13 Large Orifice 06666B I VK352 1 3/4" 20 mm 1 8.0 1 115.2 1 2-3/8" 1 60 AiX, B1Y AiX, B1Y A3 A3X C31' -- 06765B VK352 1 1/2" 15 mm 1 8.0 1 115.2 1 2-3/8" 1 60 AiX, B1Y AiX, B1Y A3 -- -- -- Small Orifice' 06718139 VK329 1/2" 15 mm 28 40.3 2-3/16" 1 56 AiX, B1Y AiX, BIY -- -- -- -- 0672081 VK331 1/2" 15 mm 4.2 57 2-1/4" 58 AIX, B1Y AiX, BiY -- -- -- -- 06932B VK331 -- 10 mm 4.2 57 2-3/8" 60 -- -- A3 -- G212 -- Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals3 Base SIN K-Factor Length Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S. metric 2 Inches mm cULus4 NYC'- VdS LPCB CE 12282 VK317 1/2" 15 mm 5.6 1 80.6 2-1/4" 58 AiX, BiY AiX -- -- -- -- Maximum 250 PSI (17 bar) WWP Small Orifice' 1229010 1 VK342 1 1/2" 15 mm 1 2.8 1 40.3 1 2-3 16" 1 56 1 AiX, B1Y AiX -- -- -- -- Approved Temperature Ratings A- 135°F (57 °C), 155 °F(68 °C), 175 °F(79 °C), 200 °F(93 "0), Approved Escutcheons and 286 °F (141 °C) Approved Finishes X - Standard surface-mounted escutcheon or B - 135°F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F 1 - Brass, Chrome-Enloy, White the Viking Microfast® Model F-i Adjustable Polyeste 7, Black Polyeste'7, Escutcheon C -155 °F(68 °C), 175°F (79 °C), 200°F (93 °C), and 286°F (141 °C) and Black Teflon V - Standard surface-mounted escutcheon or D - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F 2 - Brass and Chrome-Enloy® the Viking Microfast® Model F-i Adjustable (141 °C) 3 - Brass, Chrome-Enloy®, White Escutcheon or recessed with the Viking E - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 "0) Polyester7, and Black Polyester7 Micromatic® Model E-1 or E-2 Recessed F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) Escutcheon 155 °F_(68_°C) I Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. cULus Listed as corrosion resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4,2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. The sprinkler orifice is bushed. 10/pçepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. i (.t Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 12 ((Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40130 and 0786-CPD-40170. 0 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. 2 1-3/4' (44,5 mm) (50.8 mm) Maximum 1-1/2" (38.1 mm) Minimum 1-3/4" (44.5 mm) Maximum 1-1/8" (28.6 mm) Minimum fl May 7, 2010 Sprinkler 41e MICROFAST® AND 11 i yhk TECHNICAL DATA I AV PEM I MicrofastHP® QUICK Nak RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESIGN CRITERIA- UL (Also refer to Approval Chart I on page 41d) cULus Listing Requirements: Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Ceiling Opening Size: 2-5/16' (58.7 mm) minimum 2-1/8' I 2-1/2' (63,5 mm) maximum (54 ) 1/2' (15 mm) NPT KEN 2-1/4" 1-5/8' (58 mm) (41 mm) Pendent Sprinkler 06662B (VK302) Installed with a standard 1/8' surface- mounted escutcheon. Installed with a Micr'ofast Model F-i Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon 2-1/e- Ceiling Opening Size: 2-1/8" (54 mm) 2-5/16" (58.7 mm) minimum (54 mm) 2-1/2" (63,5 mm) maximum . Installed with a Micronatic Model E-1 Recessed Escutcheon 2" 1-1/8" (28.6 mm) (50.8 mm) Minimum Maximum Installed with a thread on Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-I and E-2 Recessed Escutcheons S Sprinkler 41f May 7, 2010 MICROFAST® AND 'rJ I IJ %'1j MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Approval Chart 2 (FM) r- KEY Mlcrofast6 Quick Response Pendent Sprinklers v M m aximu 175 PSI (12 bar) WWP Al 4 E I Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3 Base Part No.1 SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches mm Standard Orifice 06662B VK302 1/2" 15 mm 5.6 80.6 1 2-1/4" 58 A2X, B2Y Large Orifice 06666B j VK352 1 3/4" J 20 mm 1 8.0 1 115.2 2-3/8" 60 AiX, B1Y Small Orifice9 06718B7 7 VK329 1 1/2" 115 mm 2.8 40.3 2-3/16" ( 56 AiX Approved Escutcheons Approved Temperature Ratings Approved Finishes X - Standard surface-mounted escutcheon or the Viking A- 135°F (57 °C), 155°F (68 °C), 175 ¶ (79 °C), 1 - Brass and Chrome-Enloy Microtasr6 Model F-i Adjustable Escutcheon 200 ¶ (93 °C), and 286 °F (141 °C) . 2-Brass,Chrome-Enloy ,WhitePolyester6, Y - Standard surface-mounted escutcheon or the °F(57 °C), °F(68 °C), °C), B -135 155 175°F (79 and Black Polyester6 'liking Microfasr6 Model F-i Adjustable Escutcheon °F °C) and 200 (93 or recessed with the Viking Micromatic6' Model E-1 or E-2 Recessed Escutcheon Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as standard response control mode standard spray Non-storage sprinklers. For specific application and installation requirements, refer- ence the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Listings and Approvals as the standard colors. The sprinkler orifice is bushed. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as standard response Non-storage standard spray pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_081296 Replaces page 41a-f, dated April 16, 2010. (Added VdS Approval to Sprinklers 06765B and 06666B and obsoleted Sprinkler 12104.) fl S January 22, 2010 Sprinkler 51 a MICROFAST® AND MicrofastHP® QUICK AIK IF'1G RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addi- tion, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in Approval Chart 1. (Note: FM Global has no approval classification for Teflon® and Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-H5407984B-PDA VdS Approved: Certificates G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03, TE30401, and 1E30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and 0786-CPD-40 171 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart I and Design Criteria on pages 51c-d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 51e for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1987. fta:................ fl.._..._...__.. 7 ......:L.....\* IVIlFIlFIlUlI! LIFdLFII rFSUI. I psi i,U.0 iJdi) Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for Viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi The Viking Corporation's Web site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http://www.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. inaxaijiurn 1 1 a psi t-i A oar, wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No, 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 C) Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06661 B, 06766B, 07060, and 12281. Brass UNS-C84400 for all other sprinklers. Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661 B and 12281. Copper UNS-C19500 for Sprinklers 06665B, 06764B, 07060, and 14817. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Form No, F080488 Replaces page 51a-e, dated April 25, 2008. (Updated for Sprinkler 14817. Added VdS to Sprinklers 06665B, 06764B, and 14817. Updated FM Approvals and split the Approval Charts to separate UL Listing requirements from FM Approval requirements. Changed the metric K-factor for K4.2 sprinklers to 57.) Sprinkler 51 b January 22, 2010 MICROFAST® AND MicrofastHP® QUICK 'JIIJ G l:II[.'JM RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-IW, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93 = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 06661 BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the 'Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and . sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification - Temperature Rating' - Ceiling Temperature' Ordinary 135 °F (57 C) 100 F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes I The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51c-e. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. C January 22, 2010 Sprinkler 51 c The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart i (UL) - - 1, np3tur KEY Microfast and MicrofastHP Quick Response Upright and Conventional Sprinklers AIX4-- Maximum 175 PSI (12 bar) WWP Base Part SIN Thread Size Nominal K-Factor Overall Length Listings (Refer also to Design c! on page 51d.) Number NPT I BSP U.S. metric2 Inches I mm cULus4 I NYC7 I VdS I LPCB I CE I Upright-Standard Orifice 06661B VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A2 -- -- -- -- 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 -- -- A3 A3 BY B311 Conventional-Standard Orifice 06766B I VK310 1/2" I 15 mm 5.6 I 80.6 1 2-3/16 I 56 I A3 A3 I -- I A3 BY I 8313 Upright-Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 A2 A3 A3 B31 -- 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2 A2 A3 A3 B311 -- 06764B VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 A2 A2 A3 -- -- -- Convent onal-Large Orifice 06768B [ VK354 3/4' 20 mm 8.0 115.2 1 2-5/16 1 59 A2 [ A3 [ -- A3 8311 -- Upright-Small_Orifice10 __________ 067171311 VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 A2 A2 - -- -- -- 067191310 VK327 1/2" 15 mm 4.2 57 2-3/16 56 A2 A2 - -- -- -- 06931 B10 VK327 -- 10 mm 4.2 57 2-3/16 56 -- - A3 -- C112 -- Maximum 250 PSI (17 bar) WWP Upright-Standard Orifice Base Part SIN Thread Size Nominal K-Factor Listin s and Approvals' Overall Length (Refer also to D9esign Criteria on page 51d.) Number' NPT BSP U.S. metric2 Inches mm cULus4 NYC- VdS LPCB CE 12281 VK315 1/2" 15 mm 5.6 80.6 2-3/16 56 P2 A2 -- -- -- -- Upright-Small Orifice9 1228610 I VK340 I 1/2" j 15 mm I 2.8 I 40.3 1 2-3/16 56 I A2 I P2 - -- -- I -- Approved Temperature Ratings Approved Finishes A- 135°F (57 °C), 155°F (68 °C). 175°F (79 °C), 200 °F(93 °C), and Brass and Chrome-Enloi® 286 OF (141°C) . Brass, Chrome-Enloy®, White Polyester',', Black Polyester56, B - 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), and 286 OF (141°C) and Black Teflon 65 3 - Brass, Chrome-Enloy®, White Polyester., and Black OF C - 155 '68 Polyester',', Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5cULus Listed as corrosion resistant. 11 Other colors are available on request with the same Listings and Approvals as the standard colors. Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 8 Accepted for use, City of New York Department of Buildings, MEA89-92-E, Vol. 16. O Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 10The sprinkler orifice is bushed. 11 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 12 (( Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. 13 j MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1 003 and 0832-MED-1 008. Sprinkler 51d January 22, 2010 I MICROFAST® AND MicrofastHP® QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com DESIGN CRITERIA - UL (Also refer to Approval Chart 1 on page Sic) cULus Listing Requirements: MicrofasV and MicrofastHPO Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Sprik1e Wrench Pro±ec±ve Flat Cap Figure 1: Standard Sprinkler Wrench 10896W18 0 January 22, 2010 Sprinkler 51e MICROFAST® AND TECHNICAL DATA MicrofastHP® QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Approval Chart 2 (FM) lemwzae Microfast Quick Response Upright Sprinklers Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN (Refer also to Design Criteria below.) NPT BSP U.S. I metric2 Inches mm Standard Orifice 06661B VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 A2 Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2 Small Orifice' 06717B6 VK325 1/2" 15 mm 2.8 j 40.3 2-3/16 56 Al Approved Finishes Approved Temperature Ratings 1 - Brass and Chrome-Enloy® A- 135 °F (57 °C), 155°F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286°F (141°C) 2 - Brass, Chrome-Enloy®, White Polyester', and Black Polyester' Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response Non-Storage pendent sprinklers. For specific application and installation requirements, reference the latest appli- cable FM Loss Prevention Data Sheets (including Data Sheet 2-0). Other colors are available on request with the same Approvals as the standard colors. 6 The sprinkler orifice is bushed. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above) FM Approval Requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non-Storage upright sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. March 7, 2008 Sprinkler 105a N41KJWJ I TECHNICAL7M' QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com DESCRIPTION Viking Quick Response Dry Pendent Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry sys- tems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. Viking Quick Response Dry Pendent Sprinklers are available in various finishes and temperature ratings to meet design requirements. LISTINGS AND APPROVALS cULus Listed: Category VNIV NYC Approved: MEA 89-92-E Volume 15 Refer to the Approval Chart on page 105d and Design Criteria on page 105d for cULus Listing requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: 175 psi (12 bar). Factory tested pneumatically Viking Technical Data may be found on to 100 psi (6 89 bar) The Viking Corporation's Web site at Thread size 1" NPT http://www.vikinggroupinc.com. Nominal K-Factor: 5.6 U.S. (80.6 metric*) for all listed and approved lengths. *Metric K-factor measurement shown is when pressure is measured in Bar. When pres- The Web site may include a more recent sure is measured in kPa, divide the metric K-factor shown by 10.0. edition of this Technical Data Page. Glass-bulb fluid temperature rated to -65 F (-55 °C) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw: Brass U NS-C36000 Pip Cap: Brass UNS-C31600 Seat: Copper UNS-C21000 Orifice: Copper UNS-C21000 Gasket: Buna-N Tube: ERW Hydraulic Steel Tube Inlet: Brass UNS-C31600 Support (Internal): Stainless Steel UNS-530400 Spring (Internal): Stainless Steel UNS-S30200 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Sleeve (for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-G10080 Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Dry Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A" dimension) to sprinkler base part number. Order in a specific length noted as the "A" dimension (see Figures 3 through 5). The "A" dimension is the distance from the face of the fitting (tee) to the desired finished surface of the ceiling. Form No. F_031793 Replaces page 105a-c, dated November 10, 2006. (Added white sleeve and escutcheon to approval chart) Sprinkler 105b March 7, 2008 ' QUICK RESPONSE J I FJ I16 DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com These sprinklers are listed and approved in lengths from 1-1/2" to 45-1/2" (38.1 mm to 1,156 mm) for the adjustable standard style, 3" to 47" (76.2 mm to 1,194 mm) for the plain barrel style, and 3-1/4" to 47-1/2" (82.5 mm to 1,207 mm) for the adjustable recessed style. Lengths exceeding the standard lengths are available, with no approvals, on a 'made-to-order" basis: Recessed Dry Pendent up to 65-1/2" (1,664 mm). Adjustable Standard Dry Pendent up to 63-1/2" (1,613 mm). Plain Barrel Dry Pendent up to 65" (1,651 mm). Contact the manufacturer for more information. Finish Suffix: Brass = A, Chrome-Enloy® = F, and White Polyester = M-AN Temperature Suffix (°F/°C): 155°/68° = B, 175°/79° = D, 200°/93° = F, 286°/141° = G For example, sprinkler VK176 with a Chrome finish and a 155 °F/68 °C temperature rating, and "A" length of 10" = Part No. 08383FB10. Available Finishes And Temperature Ratings: Refer to Table I Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 07297W/B (available since 1991) Wrench for recessed sprinklers: Part No. 07565W/B** (available since 1991) **A 1/2 ratchet is required (not available from Viking). Sprinkler Guard: Chrome, with no listings or approvals, for installation on dry pendent sprinklers manufactured after May 1994 only (Part No. 08954). Replacement Escutcheons: Adjustable Standard Dry Escutcheon: Base Part No. 07741 Recessed Dry Escutcheon Cup: Base Part No. 05459A INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Quick Response Dry Pendent Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. \'JencH Sprinkler Flat _\\ NMI jj//_. Protective ah Shield VIKING o7297O Figure 1: Standard Sprinkler Wrench 07297W1B March 7, 2008 Sprinkler 105c N4IFI F*1G QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating Ceiling Temperature' Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175 °F (79 C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy® (patents pending), and White Polyester Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Step 1: Care-Pull) wrench sideway the sprinkler c )IE® 1/2" ratchet is required (not available from Viking). ep 2: Carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats, Sprinkler Wrench '7565W/B®* must be used for installing :essed dry sprinklers Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Pendent Sprinklers 0 S Sprinkler 105d March 7, 2008 4j I FJ F"1Gu l.I:II[.1.u.7M QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com Approval Chart Quick Response Dry Pendent Sprinklers Maxiiium 175 PSI (12 bar) WWP Sprinkler Thread Size Nominal Order Length Listings and Approvals4 Base Part SIN Style K-Factor2 Increment (Refer also to Design Criteria below.) Number" NPT BSP U.S. metric3 Inches mm cULus5 FM NYC6 VdS LPCB (E G 08383 VK176 Adjustable Standard , -- 5.6 80.6 1/2" 12.7 Al -- Al -- -- -- 08385 VK180 Adjustable -- 5.6 80.6 1/4" 6.35 B2 -- B2 -- -- -- Recessed 08387 VK172 Plain Barrel ill -- 5.6 80.6 1/2" 12.7 A3 - A3 -- - - Approved Finishes and "A Dimensions Approved Temperature Ratings 1 - Chrome-Enloy® or White Polyester sprinkler with a Chrome-Enloy® or White Polyester A - 155 °F (68 °C), 175 °F (79°C), 200 °F (93 °C), Sleeve and Escutcheon with "A" dimensions 1-1/2" 1045-1/2" (38.1 mm to 1,156 mm) and 286 °F (141 °C) 2 - Chrome-Enloy® or White Polyester with "A" dimensions 3-1/4" to 47-1/2" (82.5 mm to 1,207 B - 155 °F (68 °C), 175°F (79°C), and 200 °F (93 °C) mm) 3- Chrome-Enloy® or Brass with "A" dimensions 3" to 47" (76.2 mm to 1,194 mm) Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths ("A" Dimensions indicated above). Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 15. r DESIGN CRITERIA I (Also refer to thApprovol Chart above cULus Listing Requirements: Standard Dry Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light, Ordinary, and Extra Hazard occupancies. The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page DRYI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. [IJ Figure 4: Adjustable Recessed Dry Pendent Sprinkler Minimum ceiling opening: 2-1/8" (54 mm) diameter Maximum ceiling openinc 2-1/2' (63.5 mm) diameti Adjustment: 5/16' (7.9 mm) ::~E 5/16" (7.9 mm) Minimum: -7-1-L 1' (25.4 mm) Maximum: 1-5/8' (42.1 mm) For "A" Dimension 1. Determine the distance from face of tee to A the finished ceiling. 0 Round to nearest 1/4' (6.35 mm) between 3-1/4" (82.5 mm) and 47-1/2' (1,207 mm). ]TE: Sprinkler will be recessed approximately 5/16' (7.9 rim) above the finished ceiling with 5/8" (15.8 mm) vertical adjustment available, !sheet ceiling S March 7, 2008 Sprinkler 105e %.J illM_ QUICK RESPONSE :DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com For "A" Dimension: 1. Determine the distance from the face of the tee to the finished ceiling. 2. Round to the nearest 1/2" ri (12.7 mm) between 1-1/2" and 45-1/2" (38.1 mm and 1,156 m). NOTE: The deflector will be located approximately 3-7/16" (87.3 mm) below the ceiling with 1" (25.4 mm) upward and 1" (25.4 mm) downward adjustment. Deflector at minimum distance below ceiling. 6IIIIi11JIJllEIII9 NOT To E: locate the deflector at the minimum distance below the ceiling, with no downward adjustment A Minimum ceiling opening 2-7/16' available, order the diameter: 1-3/4" (44.5 mm), (61.9 mm) dry pendent sprinkler Minimum 1' (25.4 mm) shorter I diameter: 21/4" (57) __i than Maximum ceiling opening 13/16" ,i.tDlfll.:'i:f* Finishedj : 206 mm) - NOTE: To Locate the deflector Ceiling at the maximum distance 4-7/16 below the ceiling, with 1-1/2"--- Sleeve finish (112.7 mm) no downward adjustment (38.1 mm) matches escutcheon. Maximum available, order the diameter I dry pendent sprinkler 3-1/16" 1" (25.4 mm) longer (77.8 mm) than the "A" dimension. Deflector at maximum distance below ceiling. Figure 3: Adjustable Standard Dry Pendent Sprinkler 6-~~ 14 U T-or 'A' Dimension: 1. Determine the distance from Outside —.,, the face of the diameter: ' 'tee to the base 1-5/16" of the sprinkler. ' 2. Round up to the (33.4 mm) (same as 1" I next highest 1/2" (25 mm) (12,7 mm) incre- Schedule men't between 3' 40 pipe), (76.2 mm) and 47' (1,194 mm). 1-5/8' U (48.3 mm) Figure 5: Plain Barrel Dry Pendent Sprinkler Minimum Recommendedw Temperature Distance From In race of Tee to Freezer Top of Freezer -20 'F 12 Inches <-29 'C) (300 mm) -40 F lB inches (-40 'C) <450 mm) -60 F 24 inches (-SI C) (600 mm) w Based on industry practice Freezer Ceiling 1-1/2' (38.1 mm) diameter Sprinkler 105f March 7, 2008 N4 IF(IF1Gi I.l:IIEu'YM QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcscvikingcorp.com For 'A' Dimension: 1. Determine the distance from the face of the tee to the finished ceiling. 2. Round to the nearest 1/2' (12,7 mm) between 1-1/2' and 45-1/2' (38,1 mm and 1,156 mm), NOTE The deflector wilt be located approximately 3-7/16' (87.3 mm) below the ceiling. with 1' (25.4 rim) upward and 1' (25.4 mm) downward adjustment. Deflector at minimum /-Install 1 inch NPT threaded end of dry pendent sprinkler distance below ceiling. Into the 1 inch NPT outlet of a malleable Iron tee fitting NOTE per ANSI B 16.3 (Class 150) o or cast Iron threaded 'tee fitting T locate the deflector (44.45 mm) _ W 27/i6' per ANSI 16.4 <Class 125) only. at the minimum distance below the ceiling, with Minimum ceiling opening diameter: no upward adjustment Maximum ceiling opening diameter: I (61.9 mm) available, order the dry 4' 2-1/4' (57 mm). Minimum pendent sprinkler' 1' (25.4 mm) Seal the clearance space shorter than the 'A' around the sprinkler barrel to avoid leakage of air Into dimension. the freezer area and conse- 13/16' quent formation of condensate NOTE around the sprinkler frame, - which could inhibit operation To locate the deflector or cause premature operation. -7/16' at the maximum distance Refer to Figure 7 below. Sleeve finish 2,7 mm) below the Ceiling, with -- }(20.6 mm) matches If humidity and 'temper- Maximum no upward adjustment escutcheon ature differential causes condensation on the II available, order the dry exposed dry sprinkler pendent sprinkler 1' (25.4 mm) 3-1/16' barrel, consider wrapping 77.8 mm) the exposed barrel with longer than the 'A' Deflector at maximum insulation, foam Insulating eec dimension, tape, or equivalent, distance below ceiling. Figure 6: Dry Pendent Sprinkler Installation in Freezers (Adjustable Standard Dry Pendent Sprinkler is Shown) Figure 7: Dry Sprinkler Seal (Adjustable Standard Dry Pendent Sprinkler is Shown) Form No. F_031793 Replaces page 105a-f, dated November 10, 2006. (Added white sleeve and escutcheon to approval chart) The Model G4A ConcealerD is designed for use where aesthetic appearance is important. Offices, hospitals, motels and restaurants are but a few of the applications where it can be used. It is available in different orifice sizes allowing the designer to optimize system performance, thereby achieving a very efficient installation. The Model G4A Concealer- is a UL Listed Quick Response Concealed sprinkler intended for use in accordance with NFPA 13. FM Approves this sprinkler as a standard response concealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2-8N. Product Description The Reliable Model G4A ConcealerD uses a proven quick re- sponse fusible element in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate assembly. The threaded engagement provides ½" (13mm) of cover adjustment. The flat cover plate is attached to the skirt using either 135°F (57°C) or 165°F (74°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus exposing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. Bulletin 154 Rev.F Model G4A Quick Response R 11mabld Concealed Automatic Sprinkler The Concealer® UL Quick Response FM Standard Response Concealed Sprinkler With a ½" (13mm) or 11/2" (38mm) Adjustment Features Cover plate attachment with /2" (13mm) assembly adjustment. Smooth aesthetic ceiling profile. Factory installed protective cap. Available in brass, chrome or black plated and white painted finishes. Ordinary temperature rating. Multiple orifices for design flexibility. Approvals & Listings . 1. Underwriters Labortories, Inc. (UL)- Quick Response Underwriters Laboratories of Canada (ULC)- Quick Response Factory Mutual Research Corp. (FM)- Standard Response Light Hazard Occupanicies- No Limitations Ordinary Hazard Occupancies Groups 1 & 2 Wet Systems Only 4. NYC MEA 258-93-E Quick Response U.S. Patent number 4,880,063. Application The Reliable Model G4A Concealer® is the most versatile quick response concealed sprin- kler available, It provides the best form of fire protection while offering an attractive appearance and 112" (13mm) of cover adjust- ment for ease of installation. The small diameter cover plate as- sembly is easily attached and blends into the ceiling, concealing the most dependable fire protec- tion available, an automatic sprinkler system. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model G4 Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VN IV Installation Do not install the G4A Concealere in ceilings which have positive pressure in the space above. Cut a 29' inch (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned into the sprinkler/cup assembly until the wrench tangs engage the drive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Install the cover plate by hand turning the cover in the clockwise direction until it is tight against the ceiling. A protective cap is provided to protect the drop-down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory installed inside the sprinkler cup. Remove cap to install sprinkler, then re-install cap until the cover plate is installed. Maintenance The Model G4A Concealer should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Sprinkler Model Nominal Orifice Flat Cover Plate Assembly Finish Inlet Type Cover Plate Fin ishe&" Standard Finishes Bronze Chrome White Paint Special Application Finishes Bright Brass Black Plating Black Paint Off White hnOhrome Other finishes and colors are available on special order Consult factory for details. Temperature Ratinci Classificationj SPrinklerj 7 Cov Max Ambient Plat Ordinary 165"F174'c 135F/571c 100117/381C Intermediate 212°F/100"C L 165°F/74°C 150°F/66C S Technical Data Sprinkler Inlet TAdjustment Total Nominal Nominal K Factor Thread Approvals Sprinkler ldentifation (SIN) ..No.nAjustab.lr 'Lmm).... NonAdjustable '3mm) J11mmL 4.2 -60 1/2 "NPT(R'/2) 1,2,4 R5413 ....NPT ...)........................l2.T.4.....................................5... NP.nAdj attte............)f?: Ajpstable 1½8mm) Y."(1Pmm)- .......6 ½'J15mm) 5.6 80 1" NPT Male or Female O............................1 'N.F.I..IR.....................................t.?.34....................................415.................... 1 2,4 R5418 - A.dipi)tw!e.................................?....(3.mm)............2.h(m)............4. (1amni)...............f".CLQinrn).............40 .................O ...................NPT...M..le pr Female .-......................13.................... Adjustable tVa"(38mm) '"(10mrn) 2.8 40 1 1" NPT Male or Female .12,4 12,4 R5412 Fig.1 - ½" NPT Non-Adjustable Inlet Fig. 2 - 1" NPT Male-Adjustable Inlet Fig. 3 - 1" NPT Female-Adjustable Inlet The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Recycled The Reliable Automatic Sprinkler Co., Inc. Paper (800) 431-1588 Sales Offices isReliable (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices ww.reliablesprinkter.corn Internet Address EG. Printed in USA 4107 P/N 9999970150 Bulletin 123 Rev.H Imlabi NkxM % G4R:~ G4-31W, CAA ai-d W-M"SMiny'Conoealed Automatic Sprinklers 11 0 The Concealer® A Concealed Sprinkler with a 34" (13mm) or 134" (38mm) ½Adjustment and a Dust Tight Seal Features Gasket Seal may be assembled to a G4 coverplate for dust free environments. A Total adjustment of ½" (13mm) provided by standard inlet version. A Total adjustment of 11/2" (38mm) provided by adjustable inlet versions. Adjustable inlet version available with either 1" NPT male or female threads eliminating costly reducing couplings. White Sealing" Concealer Gasket is Listed with G4 Coverplate available in white paint or chrome. Other finishes and colors are available. Consult with factory. Ordinary and intermediate temperature rating available. Multiple orifices for design flexibility. The cover plate does not require clips or springs. 9.300 psi (20,7 bar) maximum pressure rating with Model G4-300 and G4A-300 sprinklers. Approvals & Listings Underwriters Laboratories, Inc. (UL) Underwriters Laboratories of Canada (ULC) NYC MEA 258-93-E Note: Approvals are for light and ordinary hazard, except for small orifice sprinkler which are limited to light hazard occupancies. The cup and skirt are fabricated from plated steel and are intended for interior non-corrosive appli- cations US. Patent No. 4,880,063. Applications The Concealer° with seal provides fire protection for dust free environments while offering an attractive appearance and ½" (13mm) adjustment for easy installation. The adjust- able 1" NPT inlet versions have 1/2" (38mm) of total adjust- ment and also elimnate the need for a reducing coupling (Refer to Fics. 2 and 3). The small diameter gasketed cover plate asseTbly is easily and positively attached and blends g into the celi, concealing the most dependable fire protec- tion available an auomatic spr nkler system. The Concealer° with a gasketed cover plate assembly is designed solely for use in dust free environments such as a clean room. The 'Sealing' Concealer is Listed with sprinklers available in different orifice sizes allowing the designer to opti- mize syste:T: performance, thereby achieving a most efficient installation. The Concealer' can eliminate the need for precise cutting of drop nipples. The gasketed cover plate assembly can be adjusted witnout tools to fit accurately on the ceiling. The fire protection s'-'stem need not be shut down to adjust or remove the gasketed cover plate asserrbly. The Models G4, G4-300, G4FR, G4A and G4A-300 'Seal- ing" Concealer are standard response sprinklers. The G4FR, G4A and G4-A-300 are not listed as quick response when the seal is used. Product Description Models G4, G4-3:0, G4FR, 34A and G4A-300 Sealing" Concealer use proven fusible elements in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed inc the ceiling and concealed by a flat gasketed cover plate. This threaded engagement provides ½' (13mm) of cover adjustment -o the threaded cup. The flat cover plate is attached tc the skirt using the same ordinary temperature classificatior solder tnat is used in sprinklers. This results in or- dinary temperature rated cover plates concealing either ordi- nary temperature sprinklers or intermediate temperature sprinklers which can be installed in 150°F environments. When the ceilng temperature rises, the solder holding the flat cover plate `L-ses and the cover date is released, exposing the sprinkler inside the cup to the Ising ambient temperature. The subsequent fusing of the solder element in the sprinkler opens the waterway and causes tne deflector to drop into po- sition to dis:rjjte the discharging water. Any secure engage- ment between the gasket cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. Gasket, sprinkler and coverplate are sold seperately. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York i 0523 been installed the telescoping inlet section is to be adjusted with the G4 Wrench. Install the cover plate assembly by turning it clockwise until tight against the ceiling. If required to reassemble the gasket to the cover plate, do not glue the gasket into place or allow the gasket to overlap both the cover plate and flange of the skirt. The gasket and cover plate of the "Sealing" sprinklers are not to be interchanged with other models of con- cealed sprinklers. Paint or any other coating over the factory finish on cover plates will void all approvals and warranties. Ordering Information Sprinkler Model Temperature Rating Nominal Orifice Inlet Type Cover Plate Assembly Finish Gasket Cover Plate Finishes(') Standard Finishes chrome I White Paint I "Other Finishes and colors are available on special orders. Consult factory for detail. Gasket Color White only cTir Model 04 Wrench C Installation Do not install The Concealor° in ceilings which have positive prssure in the space above. Cut a 22 (67mm) diameter hole in the ceiling, and install the non-adjustable inlet sprinkler with the Model G4 Wrench. The wrench has drive tangs which insert into cup slots. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly until the wrench tangs engage drive slots in the top of the cup (there are two sets of mating drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damae to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Wherever seal is needed, attach the "Sealing" Concealed gasket over the Coverplate. The adjustable inlet versions are similar to The Concealer described above except that an additional 1" adjustment is provided by means of a telescoping inlet section that threads in or out of a stationary coupling reducer [either 1" (25mm) male or female] as shown in Figures 2 or 3. These sprinklers must be installed before the ceiling is in place by wrenching on only the coupling reducer hex flats. After the ceiling has Standard Temperatures Model Classification Sprinkler Cover Plate Max. Ceiling G4, 04-300 Ordinary 135°F/57°c 135°F/57°c_ 100°F/38"c G4, G4-300. G4A, G4A-300 Ordinary 1651F/741c 1351F/571C 1001F/381c and G4FR 04, 04-300, G4A Intermediate 2121F/1 001C 1651F/74C 1501F1661C and G4FR Technical Installation Data C Model Sprinkler Total Inlet Adjustment Nominal Orifice Nominal K Factor Thread Sprinkler Identification .Nufl1!SlN) Metric C4 G4-300 G4FR G4A G4A-300 G4, Non-Adjustment ½"(13mm) 11'2"(15mm) 2' (11 mm) 5.6 80 ½"NPT(R½) R2115 R6115 R2215 R5415 R6215 G4-300, Non-Adjustment ½" (13mm) 4.2 60 ½" NPT (R½) R2113 R2213 Ff5413 34A, Non-Adjustment 1 1/2"(3mm) //5"(lOmm) 2.8 40 1/2'r NPT (F½) R2111 R2211 Ff5411 G4A-300 Adjustment i 116(38mm) 1/2'(15mm) 1 5.6 80 1" NPT Male or Female R2118 R6118 R2218 R5418 R6218 and Adjustment 11/;,"(8mm) Y1 5'(11MM) 1 4.2 60 1" NPT Male orFemale Ff2113 Ff2213 R5413 G4FR Adjustment 1½"(38mm) /Y'(10mrn) 28 40 1" NPTMaieorFemale R2112 R2212 R5412 I Redn2ry re. cill !Tfli 2 Pi(11,rgceilir,q Di- tu CiOrg fEd. [r.5m'r,J 7/2 jljmmJ Mm. 123Tn01A Cm, Adjsimml i1T ft Npr 14(15 t 00 7/2 [tim JM /2 Comr Adj,mtmenr [rimmJ ,u.srema '-p Nipple I NPT 4 718 0 Drop Nipple V8 17 l/2[l.smJu. /7 C. A,tatment 0-4 2375034 1/2' NPT (R1/2) Non Adjustable Inlet 1" NPT Male - Adjustable Inlet 1" NPT Female - Adjustable Inlet * Figure 1 * Figure 2 * Figure 3 * Illustration shows Model G4; use the same dimensional configuration for the Model G4FR and 04A Theequiprnerit pesevted inthis bulletin alobe detailed in accordarcewith the least perhneitStandardsof the National Fire Protection Associations, Factory Mutual ifesea'chC)orporation,orother sin ilar organization's and also with the prcsdsians of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting life and property for over SC) years. and are installed and serviced by the most highly qdif led an reputable sprinkler contractors located throughout the U,iited States, Canada and foreign crsjrrtries Manufactured by Recycled All The Reliable Automatic Sprinkler Co., Inc. Paper 800.431.1588 Sales Offices Reli 800.848.6051 Sales Fax ab iC 914.829.2042 corporate Offices Revision lines indicate updated or new data, www.reliablesprinkler.com Internet Address E.G. Printed in USA 03/09 P/N9999970016 PIPING AND FITTINGS 0 When you specify Allied Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (11/4"-8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. ® Galvanized Pipe Schedule-10/Schedule-40 product can be 'hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. OF Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII". In scientific laboratory tests, ABFll proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* ® American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. ® Specifications & Approvals Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13, All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture NPS Nominal I.D. - - Wt. - - - Wt. (H20 Filled) - - CR8 In; mm In; mm Lbs/Ft; kg/rn LbslFt; kg/rn - 1.049 1.680 2.05 1 25 26.6 2.5 3.05 - 11/4 1.380 2.270 2.93 1 32 35.1 4.36 4.36 - 11/2 1.610 2.720 3.61 1 40 - 409 ' - 4M 5.377 - 2.067 3.650 5.13 1 50 52.5 5.4 7.63 - 21/2" 2.469 5.790 7.86 1 65 62.7 8.6 11.73 - NPS - Nominal I.D. Wt. - Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn - 11/4 1.442 1.810 2.525 7.0955 32 36.6 2.7 3.75 - 11/2 2.080 3.04 5.6570 40 42.7 3.1 4.52 - 2.157 2.640 4.22 4.5827 I 50 54.8 3.9 6.28 - 21/2" 2.635 3.530 5.89 3.5196 65 66.9 5.3 8.77 - 3.260 4.330 7.94 2.5550 80 82.8 6.4 11.82 - 4.260 5.610 11.78 - - 1.6020 , 90 108.2 837 17.53 - 5.295 7.77 17.33 1.4874 125 134.5 11.56 25.80 - 6.357 9.290 23.03 1.0251 150 161.5 13.8 34.27 - 8" 8.249 16.490 40.15 1.8365 - 200 209.5 24.5 - 59.75 - APPRGVED * See ABFII warranty ! allied Customer Service (800) 882-5543 Fax: (708) 339-1806 TUBE & CONDUIT 161005 Lathrop • Harvey, IL 60426 1 11350 Norcom Rd. • Philadelphia, PA 19154 1 2525 N 27th Ave. • Phoenix, AZ 85009 S5-3 L'.JL I El C For over 150 years, Anvil has worked diligently to build a strong, vibrant tradition of making connections from pipe to pipe and people to people. We pride ourselves in providing the finest-quality pipe products and services with integrity and dedication to superior customer service at all levels. We provide expertise and product solutions for a wide range of applications, from plumbing and mechanical, HVAC, industrial and fire protection to mining, and oil and gas. Our comprehensive line of products includes: grooved pipe couplings, grooved and plain-end fittings, valves, cast and malleable iron Fittings, forged steel fittings, steel pipe nipples and couplings, pipe hangers and supports, channel and strut fittings, mining and oil field fittings, along with much more. As an additional benefit to our customers, Anvil offers a complete and comprehensive Design Services Analysis for mecharical equipment rooms, to help you determine the most effective and cost-efficient piping solutions for your pipe system. At Anvil, we believe that responsive and accessible customer support is what makes the difference between simply delivering products - and delivering solutions. S Weld-Miser TM Tee-Let® Welding Outlet Fittings Unified DesignTM Series b Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® WeIdMiserTM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: - • The contoured end of the fittings employs a reduced outside diameter. Two major advantages-are immediately apparent: • The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn-through or excessive distortion. I On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/2" and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI 131.20.1, national standard for tapered pipe threads, or ISO-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are UL/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® Weld-Miser TM Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify Weld-Miser TM Tee-Let® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 131.20.1, or ISO-7-1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® Weld-Miser TM Tee-Let®. Method No. 1 Specify quantity desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired. Quantity Part Number iN?ti..Star' Rr Nbdk~ft DiAlJon of AwII Method No. 2 Use the following system: Type Merit Steel x Quantity Outlet Size Header Size Weight End Tee-Let Material *1 Always Column "A" Insert size Sch. 10 A - Female Thread order a few of Chart consolidation Standard B - Male Thread more than from Column C - Cut Groove actually "B" of chart. C/R - Roll Groove required for the job. S / MERITS Weld-Miser TM Tee-Let® Welding Outlet Fittings For Fire Protection & Other Low Pressure Piping Systems Merit WeldMiserTM Tee-Lets Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings spe- cifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee-Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-135, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI 131.20.1 or 1S07/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria de- veloped for ASME B31 piping code. APPROVED For IiongIupprovoi details contact your AnvitSta,' Representative. TEE-LET IWELDED iOUTLET Outlet Model iIliiftuluIT1r4u*(,1 Outlet Pipe Size (Inch) Header Pipe Size (Inch) 11iiiiiii5i Rated Pressure (psig) Tee-Let Type A (F-Threaded End) ½,3/4, 1 11/4, 1½, 2, 21 ,, 3,4 1/2 8 (Sch.10, 40) 300 6 (EZ-Flow) 1,u .4 (Sch. 5, DynaFlow) 2 4 (EZ-Flow) 2,4 Tee-Let Type C (Grooved End) 11/4 8 11/4 8 (Sch.10, 40) 300 2½-8 ½-4 (Sch. 5, DynaFlow) Tee-Let Type C/R 11/4 6 (Roll _Grooved _End) 11/4 -8 (All Schedules) 300 Size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. FM rated working pressure when welded on Sch. 5 or non-threadable lightwall pipe is 175 psi. Products Division of Anvil International Type A Female Three mr-W!111111111011111111RIM 0014i - Weld-Miser TM Tee-Let® Welding Outlet Fittings WELD-MISERWELD-MISER PART I1NUMBERS part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B D M P/PT (IJSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1002002 1/4 x ¼-8 0.080 6x 6-200 0.04 1005012 11/4 - 1½ 1.063 0.700 0.500 0.171 - 32-40 27.0 17.8 12.7 0.08 1005015 11/2 -2 1.063 0.700 0.500 0.171 - 1/2 X 73x 40-50 2;'.O 17.5 72.7 008 1005020 2- 2½ 1.063 0.700 0.500 0.171 5065 27.0 17.8 12.7 0.08 1005025 2½ -8 1.063 0.700 0.500 0.169 - 65-200 27.0 17.8 12.7 0.08 1007012 11/4 -11/2 1.125 0.900 0.500 0.260 - 32-40 28.6 22.9 12.7 0.12 1007015 1½ -2 1.125 0.900 0.500 0.260 - 3/4 x 79 40-50 28.6 22.9 12.7 0.12 1007020 2- 2½ 1.125 0.900 0.500 0.260 - 50-65 28.6 22.9 12.7 0.12 1007025 2½ -8 1.125 0.900 0.500 0.256 65-200 28.6 22.9 12.7 0.12 1010012 11/4 - 1½ 1.250 1.145 0.500 0.331 1770012 32-40 37.8 29.1 12,7 075 1010015 1½ -2 1.250 1.145 0.500 0.331 7710015 40-50 3 1. 8 29.1 12.7 0.15 1010020 2- 2½ 1.250 1.145 0.500 0.320 7178020 1 x 25K 50-65 31.8 271.1 12.7 0.15 1010025 2½ -3 1.250 1.145 0.500 0.314 1110025 65-80 31.8 29.1 12.7 0.14 1010030 3-4 1.250 1.145 0.500 0.309 1170030 80-100 37.8 29.1 12.1 0.14 1010050 5-8 1.250 1.145 0.500 0.291 7110050 125-200 37.8 79.1 12.7 0.13 1012012 11/4 1.375 1.490 0.500 0.432 1112012 32 34.8 37.8 12.7 .019 1012015 11/2 -2 1.375 1.490 0.500 0.421 1172075 40 -50 34.9 37.8 12.7 .019 1012020 2- 2½ 1.375 1.490 0.500 0.421 1112020 11/4 X 32K 50-65 34.9 37.8 12.7 .019 1012025 2½-3 1.375 1.490 0.500 0.411 1112025 65-80 34.9 37.8 12.7 .019 1012030 3-4 1.375 1.490 0.500 0.389 1112838 80 -100 34.9 37.8 12.7 .018 1012050 5-8 1.375 1.490 0.500 0.389 1112850 125-280 34.9 37.8 1 12.7 .018 1015015 11/2 1.625 1.610 0.875 0.477 1715015 40 41.3 40.9 22.2 .022 1015020 2 1.625 1.610 0.875 0.477 1115028 11/2 x 58 41.3 40.9 22.2 .022 1015025 21/2 1.625 1.610 0.875 0.477 1115025 65 47.3 48.9 22.2 .822 1015030 3 -4 1.625 1.610 0.875 0.477 1115030 80-100 41.3 40.9 22.2 .022 1015040 4 1.625 1.610 0.875 0.477 1715040 780 41.3 40.9 22.2 .022 1015050 5-8 1.625 1.610 0.875 0.477 1715050 125-200 41.3 1 40.9 22.2 .022 fII1VLStar F P,do DlvlMan ofM onI WELD-MISER" II1lT' DIMENSIONS IPART NUMBERS Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C 0 M NPT(BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. kg,l 1020020 2 1.750 2.067 0.875 0.857 7120020 50 44.5 52.5 22.2 0118 1020025 2½ 1.750 2.067 0.875 0.829 1720025 65 44.5 52.5 22.2 0.38 1020030 3 1.750 2.067 0.875 0.829 1120030 2 x 88 445 52.5 22.2 0119 1020040 4 1.750 2.067 0.875 0.800 1120040 534 100 44.5 52.5 222 236 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 1 234 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 834 1020080 8 1.750 2.067 0.875 0.743 1720088 200 44.5 5175 22.2 0.34 1025025 21/2 2.215 2.469 1.125 1.250 1125825 65 540 62.7 28.8 0175 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 0.55 1025040 4 2.215 2.469 1.125 1.150 7125040 21/2 x 65x 186 54.0 62.7 28.6 0172 1025050 5 2.215 2.469 1.125 1.150 1125050 125 1 540 62.7 28.6 1 0172 1025060 6 2.215 2.469 1.125 1.150 1125860 150 54.0 62.7 28.6 0.52 1025080 8 2.215 2.469 1.125 1.150 1125080 208 54.8 62.7 28.6 0.52 1030030 3 2.500 3.068 1.500 1.550 - 80 63.5 17,9 38.1 0/0 1030040 4 2.500 3.068 1.500 1.450 - 3x 100 63.5 77.9 38.1 868 1030050 5 2.500 3.068 1.500 1.450 - 80K 725 63.5 77.9 38.1 065 1030060 6 2.500 3.068 1.500 1.450 - 150 63.5 77.9 38.1 0.68 1030080 8 2.500 3.068 1.500 1.450 - 200 63.5 7/19 38.1 066 1040040 4 3.000 4.026 2.000 2.850 100 16.2 102.3 50.8 1.29 1040050 5 3.000 4.026 2.000 2.850 - 4x 1034 125 76.2 102.3 58.8 1.29 1040060 6 3.000 4.026 2.000 2.800 150 76.2 102.3 50.8 _17 1040080 8 3.000 4.026 2.000 2.800 - 200 76.2 102.3 50.8 021 Note: Part #1002002 is not UL Listed or FM Approved. Part #1012012 is not FM Approved. All size-on-size (i.e. 2 X 2) Tee-Lets are not FM Approved. MERIT Type B Male Thread Standard Weight Type C WeIdMiserTM Tee-LeeCut Groove Standard Weight Welding Outlet Fittings I! 4 A WELD-MISER T' TEE-LETO - I1lT ltsi,iu Male Thread Cut Nominal Outlet Groove Nominal Header Outlet Length inside Diameter Outside Diameter Wall Thickness Std. A Std. Wt. B C E F NPT(BSPT) NPT(BSPT) In. (mm) In. (mm) In.(mm) In.(mm) In- (MM) in. (mm) 1310012 2010012 11/4 11/2 3 1.049 1.315 0.133 32-40 80 26.6 33.4 3.4 1310015 2010015 11/2 2 3 1.049 1.315 0.133 lx 40-50 80 26.6 33.4 3.4 1310020 2010020 2-2½ 3 1.049 1.315 0.133 25 50-65 80 .26.6 33.4 3.4 1310025 2010025 2½-4 3 1.049 1.315 0.133 65-100 80 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125 -200 80 26.6 33.4 3.4 1312012 2012012 11/4 3 1.368 1.660 0.140 32 80 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 1¼x 40 80 34.7 42.2 3.6 1312020 2012020 2-2½ 3 1.368 1.660 0.140 32' 50-65 80 34.7 42.2 3.6 1312025 2012025 3-4 3 1.368 1.660 0.140 80- 100 80 34.7 42.2 3.6 1312050 2012050 5-8 3 1.368 1.660 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 1½ 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 1½x 50 80 40.9 48.3 3.7 1315025 2015025 21/2 3 1.610 1.900 0.145 40x 65 80 40.9 48.3 3.7 1315030 2015030 3-4 3 1.610 1.900 0.145 80-100 80 40.9 48.3 3.7 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 80 40.9 48.3 3.7 1320020 2020020 2 3 2.067 2.375 0.154 50 80 52.5 60.3 3.9 1320025 2020025 2½ 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50A 108 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 88 52.5 60.3 3.9 1320060 2020060 6 3 2.067 2.375 0.154 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 200 80 52.5 60.3 3.9 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape on a given Tee-Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately ½z will appear along the longitudinal centerline of the header. For example, a lx 2 - 21," Tee-Let, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a 142" gap along the longitudinal centerline of the 21," size. .If a perfect fit is required for a 21," header pipe, then a 1" x 2½ - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6- A]K*LStar FAn Prodvvtn Division of Anvil International Weld-Miser TM Tee-Let® Welding Outlet Fittings Type B Male Thread Standard Weight Type C Cut Groove Standard Weight Type CIR Roll Groove Schedule 10 W ELD -MISER rl1/I1[si/4I lu15lli11P'A*f'4A !!TI j Cut Nominal Nominal Outlet Male Inside Diameter - D Outside Wall Thickness - F Std. T ead Groove Std. Rol l Groove 10 Outlet Header Length Diameter Standard Schedule Standard Schedule Wt. A B C Weight 10 E Weight 10 NPT(!SO-7-1) NPT(!SO-7-1) NPT (ISO-7-1) In. (mm) In. (MM) In.(inrn) !n.(rnrn) In.(rnrn) In. (turn) In. (min) ln.(rnrn) 1325025 2025025 2225025 2½ 3 2.469 2.635 2.875 0.203 0.120 2125025 65 80 62.7 67.0 76.2 5.0 3.0 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 80 80 62.7 67.0 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 2125035 21/2 x 65x 100 60 62.7 67.0 76.2 5.0 3.0 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 2125050 125 80 62.7 67.0 76,2 5.0 3.0 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 2125060 /50 80 62.7 67.0 76.2 5.0 3.0 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 2125080 200 80 62.7 67.0 76.2 5.0 3.0 1330030 2030030 2230030 3 3 3.068 3.260 3.500 0.216 0.120 80 80 78.0 83.0 88.0 5.0 3.0 1330035 2030035 2230035 31,5 3 3.068 3.260 3.500 0.216 0.120 85 80 78.0 83.0 88.0 5.0 3.0 1330040 2030040 2230040 4 3 3.068 3.260 3.500 0.216 0.120 3 x BOx 100 80 78.0 83.0 88.0 5.0 3.0 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 125 80 78.0 83.0 88.0 5.0 3.0 1330060 2030060 2230060 6 3 3.068 3.260 3.500 0.216 0.120 150 80 78.0 83.0 88.0 5.0 3.0 1330080 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 200 80 78.0 83.0 88.0 5.0 3.0 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 100 100 /02.0 108.0 114.0 6.0 3.0 1340050 2040050 2240050 5 4 4.026 4.260 4.500 0.237 0.120 4x bOx 125 /00 102.0 108.0 114.0 6.0 3.0 1340060 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 150 100 102.0 108.0 114.0 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 100 102.0 108.0 114.0 6.0 3.0 - 2050050 - 5 4 5.047 - - 5x 125 100 128.2 - - 2050060 - 6 4 5.047 - - 125x 150 100 128.2 - - - 2050080 - 8 4 5.047 - - 200 /00 128.2 - - - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 150x 150 100 155.0 161.5 168.3 7.1 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 200 100 155.0 161.5 168.3 7.1 3.0 - 2080080 - 8x 8 4 7.981 8.329 8.625 0.322 0.148 200x 200 100 203.0 212.0 213.0 8.0 3.0 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape on a given Tee-Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1,5' will appear along the longitudinal centerline of the header. For example, a 1 x 2 - 2½' Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2 header size listed, while leaving a 1,5' gap along the longitudinal centerline of the 21& size. If a perfect fit is required for a 21,5 header pipe, then a lx 2½ - 3 Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. iN1ILStar -7- Fir ftoduas DMion of Anvil tnttoat S Ease of Installation Merit Manufacturing Tee-Lets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. Tee-Lets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 11&" and larger Type A female threaded and Type C grooved Tee-Lets require the same hole size for installation. This re- sults in fewer change overs when installed using automatic welders. 2.820" 11 Aft - -. .205" - - P - .325" -I 2" Merit Weld-Miser 2" Competitive Tee-Let Fitting "/MERIT® L2 L2 E----d EfteCvOTh,Od Threading Practice Me,llree.Let Pith Lino ' Pipe 'MeJe Pipe Sl,rdtthl pth h,o Of threed Wal"fuly fo t-Mcn. . thMd L3thr. MERIT NPT THREAD FORM STANDARD NPTTHREAD FORM Weld-Miser TM Tee-Let® Installation Welding Outlet Fittings TeeLete thread form is consistent with Aeronautical National Form (ANPT) AS71051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes Tee-Lets more forgiv- ing of field cut threaded pipe that may only marginally conform to the specification. Fewer leaks translate into lower costs. NPT TAPERED PIPE THREADS Drop Nipple Li L3 Total L2 or Tee-Let . an Tight . rena Tight Li - L3 Effective Outlet Size i.enrjj_ Threads In.(inm) In. (mm) Threads Threads ' Threadr m Thread 1,,' 0.320 1 4.48 0.214 3.00 0.534 , 0.534 7.47 15 6.1 5.4 13.6 13.6 3/4" 0.339 75 0.214 no 0.553 75 0.546 764 20 8.6 5.4 14.0 13.9 0.400 4.60 0.261 00 0.661 7.60 0.683 7.85 25 10.2 6.6 16.8 17.3 11/4 0.420 483 0.261 300 0.681 783 0.707 8 13 32 10.7 6.6 17.3 18.0 11/2" 0.420 4 83 0.261 00 0.697 783 0.724 2 40 10.7 6.6 17.7 18.4 0.436 5.01 0.261 3.00 0.706 8.01 0.757 870 50 11.1 - 6.6 - 17.9 - 19.2 21/T 0.682 46 0.250 2.00 0.932 746 1.138 1 65 /7.3 6.4 23.7 - 28.9 - 3 0.766 0.250 2 nn 1.016 8 13 1.200 960 80 19.5 6.4 25.8 395 4 0.844 6.75 0.250 2.00 1.094 875 1.300 1040 100 21.4 6.4 27.8 33.0 S Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities require domestic content for fire sprinkler systems. Merit Tee-Lets meet these requirements. The need to maintain dual inventories; one domestic; one import is eliminated. Welding Practice When measured with respect to linear inches of weld required for installation, Tee-Lets require up to 15% less weld than competitive fittings. This reduces time and savings overtime are substantial. The diameter of the contoured end of Type A Tee-Lets has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. Therefore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for Tee-Lets than most other fittings. Typically, Tee-Lets re- quire one-weld pass for attachment. C WELDING I ;1'H['I Outlet MERIT WELD-MISER TEE-LET COMPETITIVE FITTING Size WELD VOLUME* LINEAR WELDING WELD VOLUME* LINEAR WELDING In. (mm) Cross Sec. Area %less In. (mm) %Iess Cross Sec. Area %inore In. (izun) %Iess 0.051 sq. in. 2.48 0.056 sq. in. 2.4$ 12% 0% 12% 0% 25 32.9sq mm 62.9 . 37.4 sq mm 62.9 11/4" 0.032" 2.88 0.063 3.01 48% 4% 48% 4% 32 20.6 73.1 40.6 76.4 11/t" 0.036" 3.12 0.060 3.46 40% 10% 40% 10% 40 23.2 79.2 38.7 87.8 0.040" 3.77 0,106 4.41 62% 15% 62% 15% 50 25.8 95.7 68.3 1120 -8- RECOMMENDED TEE-LET HOLE SIZES Tee-Let Size Type I Recommended Hole Size In./mm In./mm /2 Type 35 13 16 3/4 Type Vs 19 22 1 Type 1¼ 25 28 1Y4 Type 11/2 31 38 1½ Type C 1/8 31 35 1½ Type AorC 1/8 38 41 2 Type AorC 2 50 50 2½ Type AorC 2Vi& 63 61 3 Type AorC 3 75 75 4 Type AorC 4 100 100 Holes may be cut emolovina mechanical meaps—includina hole sawina. mechanical flame cutting (oxy-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit offers a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. MERIT® Weld-Miser 1M Tee-Let® Installation (cont.) Welding Outlet Fittings Recommended Installation Procedures Merit Weld-Miser Tee-Let Welding Outlet Fittings are designed and manufactured to reduce the cost of installation from both the standpoint of labor required and energy consumed. In addition, by following the recommended installation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or subsequent to attachment of the Tee-Let. One advantage of cutting the hole after welding is that the pipe is left intact during welding thereby reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Note that the same hole diameter for a given outlet size is required for both Type A and Type C Tee-Lets 1-11/2' larger. 1/2 1/4 & 1 Outlet 11/4 -2 2 Outlet —RECOMMENDED AMOUNT OF WELD Outlet A B Size In/mm In./mm In./mm ½ ¼ 3A6 13 7 5 3/4 ¼ Yii 19 7 5 1 ¼ 25 7 5 1¼ Y4 3A6 31 7 5 1½ 5/ ¼ 38 8 7 2 V16 ¼ 50 8 7 2½ VIS ½ 63 8 7 3 35 355 75 10 5 4 35 5Ai 100 10 5 Recommended Welding Procedures Merit Weld-Wiser Tee-Lets are designed to be installed on standard weight or light weight pipe with one weld pass on Type A outlet sizes from ½' through 21/2 inclu- sive, and on Type C outlet sizes through 4'. Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat setting can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. Merit Tee-Lets are manufactured from continuous cast aluminum killed steel with a carbon range of from 0.05 to 0.25. Merit specifies that residuals, such as chrome, nickel and other metals resident in the scrap used for production of the steel be reported and kept to a minimum. On the other hand, certain grades of carbon steel pipe are manufactured from skelp whose chemical composition is not speci- fied. When the metal inert gas shield (MIG) welding process is employed, certain residuals may cause excessive porosity, spatter or lack of penetration. Specifically, gases released during the welding process do not escape before the molten puddle sets up. When porosity or lack of penetration occurs, one approach is to slightly increase the heat in order to give the gases time to escape from the puddle. A flux cored wire can also be used. This wire contains scavengers which allow gases in the molten weld puddle to escape before the weld solidifies.The following recom- mended settings for welding therefore may need to be adjusted slightly higher if any of the above mentioned adverse conditions exist. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Tee-Let. Excessive heat may cause the wrench tight threads (those in the bottom of the Tee-Let near the weld zone) to distort while also causing the branch pipe to bend. It should be noted that Merit Tee-Lets have been subjected to exhaustive testing and evaluation, and only negli- gibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. ANA.St9r i'455 Pd,t5 i3isisisn ,fAnI inMaI S Weld-Miser TM Tee-Let® Installation (cont.) Welding Outlet Fittings RECOMMENDED SETTINGS FOR MICROWIRE ut1lIeIPROCESS, lnl Header Size Pipe Wall Thickness Tee-Let Types A, B, C Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed In1mm In/mm 117./mm AMPS-DC P05. 1PM IPM '/2-2 0.035 100-130 16-20 210 25-30 0.065 13-58 2Y2-4 0.035 115-150 17-21 270 2025 2 1Y4-2 63-190 1/2 2 0.035 110-140 18-22 220 25-30 37-59 0.109 13-50 215-4 0.035 120-160 19-22 290 20-25 3 63400 15-2 0.035 110-140 17-20 210 20-25 0.083 13-50 21/2 4 0.035 120-150 17-20 270 20-25 2.5 21/2 4 63-200 63-100 15-2 0.035 120-160 19-22 290 20-25 0.120 13-50 2Y-4 0.035 130-160 19-22 240 20-25 3 63-100 '/2-2 0.035 120-150 17-20 210 20-25 0.109 13-50 214-4 0.035 130-150 18-20 270 15-20 3 63-100 h/22 0.035 130-160 19-22 290 20-25 5-6 125-150 13-59 214-4 0.035 140-160 20-22 270 15-20 0.134 3.5 63-100 2Y2 -4 0.045 180-205 20-24 245 27-32 63-190 Y2 0.035 120-150 17-20 240 20-25 13-50 0.109 214-4 0.035 130-150 18-20 260 15-20 3 63-108 214-4 0.045 170-220 18-22 290 12-18 8 63-100 1,42 0.035 130-160 19-22 240 20-25 200 214-4 0.035 140-160 20-22 260 15-20 0.148 3.5 63-190 1350 I 2/2-4 0.045 180-225 20-24 290 12-18 63-189 Shielding Gas Flow (FOR ALL sizEs) 20-25 CFH Merit assumes no liability for any consequential 'damages resulting CO2 - Deeper penetration, faster welding, low cost. from the improper use of its Tee-Let Welding Outlet Fittings, nor for 25% -Argon, 75% - 002, Recommended for .134 wall and lighter, high welding speeds any recommendations made with respect to installation procedures. without melt through, minimum distortion and spatter, good penetration. —10— AñK*LStar Fire Products Division of Anvil International fl C Weld-Miser TM Tee-Let® Installation (cont.) Welding Outlet Fittings I) WELDING PROCEDURES Please refer to www.AnvilStar.com or latest catalog for recommended hole size and welding practice. II) THREAD MAKE-UP AND INSTALLATION For use in systems installed in accordance with all applicable standards or codes. (See Section III, Item C) Before starting the job of making nipples or sprinklers into steel threads of the above fittings, insure that no dirt or weld spatter is in the threads and no burn-through damaged the threads. Then count the number of fully developed male threads on the nipple or sprinkler to be installed into the fittings. Compare number of threads counted to the number of required fully developed threads as shown in the thread chart located on the back of this sheet. If thread count is correct, proceed with installation (Step C), if thread count does not match, check nipple or sprinkler for proper thread gage measurement and discard if not to ANSI 131.20.1 / ISO-7R/RC specification. The use of an anaerobic pipe thread sealant is preferred for thread make up when connecting to another pipe fitting or nipple. If attach- ing a sprinkler head, please refer to the manufacturer's installation instructions and apply pipe thread sealant only to male threads of the sprinkler. If either of the above fails to allow the sprinkler or nipple to make- up to a minimum of full threads, do not over tighten. Instead back the sprinkler or nipple out of the fitting. Clean any debris and/or pipe sealant from both the male and female threads. Gauge both the male threads of the sprinkler or nipple and the female threads of the Tee-Let with ANSI B1.20.1 / ISO-7R/RC. Specification for Tapered Pipe Threads. The same procedure would apply if a leak has been detected. If within tolerance, reapply the anaerobic pipe sealant or Teflon TM tape and make-on to the required length. Refer to the pipe chart on page 8 for correct make-up lengths. Allow twenty-four hours for setting. III) GENERAL INFORMATION APPROVALS AND STANDARDS Merit Manufacturing Tee-Lets are listed by the Underwriters Laboratories, Inc. and approved by the Factory Mutual Research Corporation (FM). TECHNICAL DATA Merit Manufacturing Tee-Lets are rated for use at a maximum ser- vice pressure of 300 psi. The threads conform to ANSI B1.20.1 /ISO-7RIRC. WARNING Merit Manufacturing Tee-Lets described herein must be installed and maintained in compliance with this document as well as the applicable standards of the National Fire Protection Association in addition to the standards for any other authorities having jurisdiction DIMENSIONAL DATA See pages 5 - 8. WARRANTY AND DISCLAIMER Seller warrants for one year from the date of shipment Seller's manufactured products to the extent that Seller will replace those having defects in material or workmanship when used for the L/ MERI® purpose and in the manner which Seller recommends. If Seller examination shall disclose to its satisfaction that the products are defective, and an adjustment is required, the amount of such adjustment shall not exceed the net sales price of the defective products only and no allowance will be made for labor or expense of repairing or replacing defective products or workmanship of damage resulting from the same. Seller warrants the products which it sells of other manufacturers to the extent of the warranties of their respective makers. Where engineering design or fabrication work is supplied. Buyer's acceptance of Seller's design or of delivery of work shall relieve Seller of all further obligation, other than expressed in Seller's product warranty. THIS IS SELLER'S SOLE WARRANTY. SELLER MAKES NO OTHER WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FOR A PARTICULAR PURPOSE WHICH EXCEED SELLER'S AFORESTATED OBLIGATION ARE HEREBY DISCLAIMED BY SELLER AND EXCLUDED FROM THIS WARRANTY. Seller neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of its engineering designs or products. This warranty shall not apply to any products or parts of products which (a) have been repaired or altered outside of Seller's factory, in any manner: (b) have been subjected to misuse, negligence or accidents; (c) have been used in a manner contrary to Seller's instructions or recommendations. Seller shall not be responsbile for design errors due to inaccurate or incomplete information supplied by Buyer or its representatives. SELLER'S LIABILITY: Seller will not be liable for any loss, damage, cost of repairs, incidental or consequential damages of any kind, whether based upon warranty (except for the obligation accepted by Seller under 'Warranty' above), contract or negligence, arising in connection with the design, manufacture, sale, use or repair of the products or of the engineering designs supplied to Buyer. RETURNS: Seller cannot accept return of any products unless its written permission has been first obtained, in which case same will be credited subject to the following (a) All material returned must, on its arrival at Seller's Plant, be found to be in first-class condition; if not, cost of putting in saleable condition will be deducted from credit memoranda; (b) A handling charge deduction of twenty percent (20%) will be made from all credit memoranda issued for material returned; (c) Transportation charges, if not prepaid will be deducted from credit memoranda. RETURN OF MATERIAL No Products sold by Merit may be returned without Merit's written consent. All products returned are subject to a handling charge plus freight in both directions and charges for any required reconditioning, unless otherwise specified in writing by Merit. COMPLETE TERMS AND CONDITIONS CAN BE FOUND AT www.anvilstar.com IN1L.Star' —11 - ArP,Odut Dtn of Anvil lnlv,00101 n - 1 ---.. .4 - 77- Anvil standard and extra heavy cast iron threaded fittings are manufactured in accordance with ASME-1316,4 (except plugs and bushings, ASME 816.14). Dimensions also conform to Federal Specifications, WW-P-501 (except plugs and bushings WW-P-471). c&s APPROVED F Listings/Approval Details and Limitations, visit our website @ www.anvilintl.com or contact an Anvil/AnvilStar Sales Representative. Cast Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 125 Class 250 (°F psi bar psi bar 200 to 15J° -28.9 to 65.6 175 12.1 400 27.6 2000 93.3 165 11.4 370 25.5 2500 121.1 150 10.3 340 23.4 3000 148.9 140 9.7 310 21.4 3500 176.7 125 8.6 300 20.7 400° 204.4 1 - - 250 17.2 ________L w:an1nIilflom 37 "m an~ Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 351 90 Elbow Size A B Unit Weight Black k-A-b-I - NIPS ON in mm in mm lbs kg 1/4 8 1/2 13 13/16 22 0.16 0.07 10 9/16 14 15/16 24 0.25 0.11 1/2 15 /16 17 11/8 29 0.40 0.18 3/4 20 /6 22 115/16 33 060 027 1 25 15 /16 24 11/2 38 0.92 0.42 11/4 32 lh/8 29 1 '14 44 1.44 0.65 11/2 40 1/16 33 115/16 49 1.95 0.88 2 50 1/e 40 21/4 57 3.13 1.42 2'/2 65 u1S/1e 47 211/16 68 4.94 2.24 3 80 2/1 56 31/8 79 7.21 3.27 31/2 90 2/6 62 3°/16 87 9,67 4.39 4 100 2' 1/16 68 313/16 98 12.17 5.52 5 125 35/16 84 41/2 114 21.46 9.73 6 150 37/8 98 51/8 130 31.33 14.21 8 200 5/16 132 6/16 167 64.56 29.28 FIGURE 371 900 Elbow, Flange & Screw Size A B Unit Weight Black hIPS ON in mm in mm lbs kg EJ. 21/2 65 1/ia 47 2rAe 68 10.22 4.63 Z 21.56 9.78 150 37/8 98 Z6 51/8 40.50 18.37 tNorninal Pipe Sizes sf4" (100 ON) and larger have two holes tapped for stud or tap bolts. Note: See page 37 for pressure temperature ratings. - Build),,9 Connections musics, FM I-] C Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 356 (Straight) FIGURE 356R (Reducing) 45 Elbow Size A B Unit Weight Black NPS ON in mm in mm lbs. kg / \ ':' / FIGURE 356 (Straight) Figure 356R (Reducing) <9 \ 8A j ./ 4 T 11 1/4 8 /i 19 0.16 0.07 10 11 13/16 22 0.23 0.10 1/2 15 i/re 22 0.37 0.17 3/4 20 1/2 13 1 25 0.55 0.25 1 25 /6 14 11/8 29 0.83 0.38 11/4 32 5/ 16 11/4 32 1.33 0.60 11/2 40 13/16 22 37 1.79 0.81 2 50 1 25 111/16 43 2.89 1.31 21/2 65 11/16 27 115/16 49 4.29 1.95 3 80 1/6 30 2/16 56 6,44 2.92 31/2 90 1/8 35 2/o 60 8.42 3.82 4 100 1/1 40 2/ 67 10.64 4.83 5 125 17/8 48 31/16 78 16.96 7.69 150 3, 1 6 7, 16 87 26.02 11.80 8 200 2 7/8 73 41/ 108 50.17 22.75 Size __ A B C 0 Unit Weight Black NPS ON in mm in mm in mm in mm lbs kg 1 x 1/2 25x 15 1/2 15 7/ 22 11/16 27 1/iE 33 0.95 0.43 FIGURE 356A 22'/2'Elbow Size A B Unit Weight Black f j I - j1A J i/ NPS ON in mm in mm lbs kg 3/4 20 /e 10 7/ 22 0.52 0.24 1 25 /i 11 1 25 0.80 0.36 11/4 32 /2 13 11/8 29 140 063 11/2 40 /o 16 V/4 32 1.64 0.74 50 3 /4 19 37 2.50 1.13 - 2 21/2 65 3/4 19 1/a 41 3.95 1.79 Note: See page 37 for pressure-temperature ratings, a" MEA1SiTJIIR'øN Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 3S2 90° Elbow, Reducing 7Li1J Size A B C 0 Unit Weight Black NPS ON NPS ON in mm in mm in mm in mm lbs kg V2 15 1/4 3/ 8 10 5/8 /8 16 16 3/4 19 11/16 17 11/16 11s 27 27 11/16 27 11/16 27 0.40 0.18 0.34 0.15 3/4 20 1/2 15 1i/ 17 /16 22 11/4 32 11/4 32 0.51 0.23 1 2 1/2 3 14 20 15 /' '/i6 17 22 18/16 24 15/16 24 1/8 1/16 35 37 1/e 35 1°/16 37 0.67 0.30 0.76 0,34 11/4 32 1/2 3/4 1 15 20 25 i/6 13/.6 15/16 17 22 24 11/16 27 iVe 29 11/8 29 11/2 11/8 111/16 38 41 43 11/2 38 1/8 41 111/16 43 1.07 0.49 1.02 0.46 1.21 0.55 1 1/2 40 1/2 3/4 1 11/4 15 20 25 32 3/4 7/ 1 13/16 19 22 25 30 11/4 32 1°/16 33 11/4 32 11/4 32 11/8 113/16 113/16 1/5 41 47 47 48 l°/8 41 113/16 47 113/16 47 V/8 48 1.53 0.69 1.55 0.70 1.44 0.65 1.74 0.79 2 50 1/2 3/4 1 11/4 11/2 15 20 25 32 40 1/6 1/16 11/16 1/16 1°/16 30 33 27 30 33 1°/1e 37 11/2 38 1/16 37 1/6 37 11/2 38 la/s 2 2 21/,6 21/6 35 51 51 52 54 1/8 35 2 51 2 51 21/16 52 21/8 54 2.22 1.01 2.20 1.00 2.08 0.94 2.33 1.06 2.59 1.17 1 2/2 65 1 11/4 11/2 2 25 32 40 50 1 1/16 1°/16 1 '/16 25 30 33 40 1/4 44 1/4 44 113/16 47 1/8 48 2°/i6 2/8 2°/lb 2/6 59 60 62 65 2°/16 59 2 60 /s 27/16 62 2/16 65 2.93 1.33 3.41 1.55 3.68 1.67 4.01 1.82 3 80 11/4 11/2 2 21/2 32 40 50 65 1/8 1°/e 1°/a 17/8 41 41 41 48 2/16 59 2/16 59 21/4 57 2/a 56 215/16 215/16 215/16 31/16 75 75 75 78 215/16 75 215/16 75 215/16 75 31/16 78 5.98 2.71 5.65 2.56 5.25 2.38 6.44 2.92 31/2 90 3 80 2/6 56 27/1e 62 3/a 86 3/8 86 8.95 4.06 4 100 2 21/2 3 50 65 80 2/16 2/16 2/16 56 56 56 215/16 75 2/4 70 211/16 68 3°/s 3°/8 3°/8 92 92 92 3°/8 92 31/8 92 31/8 92 11.89 5.39 11.27 5.11 10.63 4.82 5 125 4 100 2 13/ 16 73 3°/16 84 4/a 111 4/s 111 16.47 7.47 6 150 3 4 5 80 100 125 2°/16 213/16 3/a 59 73 86 313/16 98 37/s 98 313/16 98 413/16 415/16 5 124 125 127 413/16 124 4 15/ 16 125 5 127 19.43 8.81 23.53 10.67 26.66 12.09 8 200 6 150 4/16 106 51/8 130 6/e 162 1 6/e 162 51.11 23.18 0 Note: See page 37 for pressure temperature ratings. 0,&PJVIL RuiIdi,,gCan,fli,,sThoILast Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 358 Tee Size A B Unit Weight Black -, A B 1 NPS ON in mm in mm lbs kg 1/4 8 1/3 13 /16 22 0.22 0.10 3/ 10 5/ 16 1 25 0.35 0.16 1/2 15 fl/is 17 11/s 29 0.56 0.25 3/4 20 13 /16 22 15/is 33 0.84 0,38 1 25 15/16 24 11/2 38 1.25 0.57 1/4 32 11/s 29 1/4 44 2.03 0.92 11/2 40 15/16 33 115/16 49 2.70 1.22 2 50 19/16 40 21/4 57 4.23 1.92 21/2 65 113/16 47 211/16 68 6.67 3.02 3 80 The 56 31/8 79 10.00 4.54 31/2 90 2/16 62 3/16 87 13.29 6.03 4 100 211/16 68 33/4 95 16,33 7.41 5 125 35/16 84 41/2 114 27.33 12.39 6 150 37/8 98 51/s 130 40.85 18.53 8 200 5/16 132 6/i6 167 79.00 35.83 Tee Reducing f Size A B C D E F Unit Weight Black NPS ON NPS DN NPS ON in mm in mm in mm in mm in mm in mm lbs kg /2 15 /2 15 1/4 /8 3/4 1 8 10 20 25 11/i6 V/is 13/16 1 17 17 22 25 11/16 11/is 13/i6 1 17 17 22 25 13/is 3/4 11/16 13/16 22 19 17 22 11/8 11/8 11/4 29 29 32 37 11/8 11/8 11/4 V/is 29 29 32 37 1/8 178 13/is 1/ 29 29 22 35 0.57 0.26 0.57 0.26 0.68 0.31 1.00 0.45 1/4 8 3/4 20 1/i6 22 15 /16 24 13/16 22 15/16 24 11/4 32 15/16 24 0.79 0.36 /2 15 1/2 3/4 15 20 V/is 13/16 17 22 11/16 13/16 17 22 13/16 13/16 22 22 13/is 15/16 22 24 11/s 11/4 29 32 174 15/16 32 24 0,64 0.29 0.75 0.34 3/4 20 /4 20 1/4 Vs 1/2 1 8 10 15 25 9/i6 11/16 11/15 la/is 14 17 17 24 s/is li/is 11/16 15 /16 14 17 17 24 7/ 15/16 13/i6 13/16 22 24 22 22 11/16 13/16 13/16 17/16 17 22 22 37 11/16 13/16 13/16 V/is 17 22 22 37 l3/. 174 11/4 13/8 22 32 32 35 0.62 0.28 0.75 0.34 0.76 0.34 0.99 0.45 1/4 8 1 25 1 1b/16 24 15/16 24 15 /16 24 11/2 38 11/4 32 172 38 1.08 0.49 1/3 15 1/3 3/4 1 15 20 25 1 /is 1/16 1/16 17 22 24 3/4 13/is 5/16 19 22 24 15/16 15/16 15/16 24 24 24 11/4 13/s 11/2 32 35 38 13/16 11/4 13/8 22 32 35 13/8 17/ 16 11/2 35 37 38 0.90 0.41 0.91 0.41 1.08 0.49 25 3/4 20 1/2 3/4 1 15 20 25 11/is 1/16 15/16 17 22 24 /is 13/16 iS/is 17 22 24 15/16 15/16 15/16 24 24 24 11/4 P/8 11/2 32 35 38 13/16 15/16 1 /16 22 24 37 1/8 11/2 35 37 38 0.89 0.40 1.00 0.45 1.13 0.51 1 25 1/4 1/2 3/4 1 /4 11/2 2 8 15 20 32 40 50 11/16 11/16 13 /16 178 11/4 1 1/16 17 17 22 29 32 37 li/is 11/16 13/ 16 11/8 11/4 17 /16 17 17 22 29 32 37 V/s 15/16 15/16 15/16 1 1 29 24 24 24 25 25 11/8 11/4 13/8 111/is 1 3/16 2 29 32 35 43 47 50 174 11/4 V/s 111/16 113/is 2 32 32 35 43 47 50 la/s 1/e 17 /16 1 '/16 1/8 1/4 35 35 37 40 41 44 1.01 0.46 1.01 0.46 1.11 0.50 1.49 0.68 1.84 0.83 2.70 1.22 0 Note: See page 37 for pressure-temperature ratings. Continued on next page. *I1[cJ1TsirJuJRON - Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 3S9 Tee Reducing Size A B C D E F Unit Weight Black NPS ON NPS ON NPS ON in mm in mm in mm in mm in mm in mm lbs kg 1/2 15 1/2 1 11/4 15 25 32 1/16 15/1e 11/8 22 24 29 °/6 15/16 11/8 22 24 29 11/8 11/8 11/8 29 29 29 1/16 1/16 1/4 37 40 44 15/16 1/8 1/16 24 35 40 1/8 111/16 1 '/4 41 43 44 1.00 0.45 1.38 0.63 1.64 0.74 3/4 20 3/4 1 11/4 20 25 32 1/l6 1/'6 11/8 22 24 29 13/16 15/16 1V8 22 24 29 11/8 11/8 11/8 29 29 29 1/16 1/4 37 40 44 15/16 1/16 1/8 24 37 41 1/6 111/16 11/4 41 43 44 1.27 0.58 1.43 0.65 1.73 0.78 11/4 32 1 25 1/2 3/4 1 11/4 11/2 2 15 20 25 32 40 50 1 '716 1/16 1 /16 11/8 11/4 1/16 17 22 24 29 32 37 /16 13/1. 15/16 11/8 11/4 1/16 17 22 24 29 32 37 11/8 11/8 11/8 178 13/16 13/16 29 29 29 29 22 22 15/16 1/16 1 /16 1/4 1/8 21/16 24 37 40 44 48 52 11/4 13/8 1/16 111/16 115/18 2 32 35 40 43 47 50 1/16 P/8 1 1/16 1I4 113/16 1/8 40 41 43 44 47 48 1.27 0.58 1.36 0.62 1.53 0.69 1,79 0.81 2.07 0.94 2.66 1.21 11/4 32 1/2 3/4 1 11/2 2 15 20 25 40 50 1716 1/16 1/16 11/4 12/16 17 22 24 32 37 11/16 13/16 15/is 11/4 1/16 17 22 24 32 37 11/g 11/8 11/8 13/16 13/16 29 29 29 22 22 15/16 1/16 1/1e 1/8 21/16 24 37 40 48 52 15/16 1 '/16 1/l6 1/8 The 24 37 40 48 52 1/16 1/8 111/16 113/16 1/8 40 41 43 47 48 1.47 0.67 1.57 0.71 1.73 0.78 2.29 1.04 2.81 1.27 1 /2 15 11/4 11/2 32 40 13/16 15/16 22 24 11/8 11/4 29 32 11/4 15/16 32 24 113/16 115/16 47 49 1/16 111/16 40 43 1/8 115/16 48 49 1.93 0.88 2,14 0.97 3/4 20 11/2 40 15/16 24 11/4 32 15/16 24 115/16 49 1/4 44 115/16 49 2.18 0.99 1 25 1/2 3/4 1 11/4 11/2 2 15 20 25 32 40 50 13/16 /8 1 13/16 15/16 11/2 22 22 25 22 24 38 3/4 13/16 15/16 11/8 11/4 1/1 19 22 24 29 32 37 11/4 11/4 11/4 11/4 15/16 15/16 32 32 32 32 24 24 1/16 11/2 1/8 113/16 115/16 21/8 37 38 41 47 49 54 15/16 1/6 11/2 111/16 113/16 2 24 35 38 43 47 50 111/16 13/4 113/16 1/8 115/16 2 43 44 47 48 49 51 1.75 0.79 1.70 0.77 1.72 0.78 2.08 0.94 2.29 1.04 2.91 1.32 11/2 40 1 '/4 32 1/2 3/4 1 1114 11/2 2 15 20 25 32 40 50 13/16 7/ 1 13/16 15/16 11/2 22 22 25 22 24 38 11/16 15/16 11/8 11/4 1/16 17 22 24 29 32 37 11/4 11/4 11/4 11/4 15/16 15/15 32 32 32 32 24 24 1/16 11/2 1/8 113/16 115/16 21/8 37 38 41 47 49 54 15/16 1/16 1/16 1 '/4 1/6 21/16 24 37 40 44 48 52 111/16 13/4 113/16 17/8 115/16 2 43 44 47 48 49 51 1.67 0.76 1.79 0.81 1.97 0.89 2.28 1.03 2.50 1.13 3.07 1.39 1 1/2 40 1/2 3/4 1 11/4 2 21/2 15 20 25 32 50 65 13/16 7/5 1 13/16 11/2 113/16 22 22 25 22 38 47 13/16 /8 1 13/16 11/2 113/16 22 22 25 22 38 47 11/4 11/4 11/4 11/4 15/16 15/16 32 32 32 32 24 24 1/16 11/2 1/8 113/16 21/8 2/s 37 38 41 47 54 62 1/1 11/2 1/8 113/16 21/8 2/16 37 38 41 47 54 62 111/16 1/4 113/16 1/8 2 2/16 43 44 47 48 51 56 1.84 0.83 1.95 0.88 2.13 0.97 2.44 1.11 3.23 1.46 4.15 1.88 0 Note: See page 37 fol pressure-temperature ratings. 0 ANVIL Buildi,,9Cons,ec 0onsThottast C C *11 c'siTJIIR:o:N,II1 Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 359 Tee Reducing -A- [f Size A B C B E F Unit Weight Black NPS ON NPS ON NPS ON in mm in mm in mm in mm in trim in mm lbs kg /2 15 172 2 40 50 15/16 1/16 24 40 1/8 17/16 35 37 11/2 1/16 38 40 2 21/4 51 57 113 /16 1/8 47 48 21/8 21/4 54 57 2.95 1.34 3.30 1.50 3/4 20 11/4 172 2 32 40 50 1/i6 1'/ic 1/16 22 24 40 11/8 15/16 17/6 29 24 37 11/2 1/16 37 38 40 17/8 2 1 21/4 48 51 57 1/4 113/c 11 '/16 44 47 49 21/16 21/8 21/4 52 54 57 2.50 1.13 3.40 1.54 331 1.50 1 25 1 11/4 172 2 21/2 25 32 40 50 65 11/16 13/ic °/16 19/16 1/8 17 22 24 40 48 /16 11/8 11/4 1/16 113/16 17 29 32 37 47 1/16 172 11/2 19/16 V/ic 37 38 38 40 40 P/4 1/c 2 21/4 28/16 44 48 51 57 65 1/8 1/4 1 3/6 2 21/8 41 44 47 51 60 2 21/6 21/8 21/4 27/16 51 52 54 57 62 2.70 1.22 2.94 1.33 2.85 1.29 3.46 1.57 4.88 2,21 2 50 11/4 32 1/2 5/4 1 11/4 11/2 2 272 15 20 25 32 40 50 65 11/ic 7/ 11/16 13/ic 15/16 1/16 1/c 17 22 17 22 24 40 48 1 /8 1 178 11/4 1/16 1/4 25 22 25 29 32 37 44 1/16 17/1 r, 1/1c 1/16 11/2 19/16 V/ic 37 37 37 37 38 40 40 11/4 1716 13/4. 1 7/c 2 21/4 29/16 44 40 44 48 51 57 65 11/8 11/2 15/8 13/4 1/6 21/16 2/8 41 38 41 44 48 52 60 2 115/16 2 21/16 21/8 21/4 2/c 51 49 51 52 54 57 62 2.48 1.12 2.50 1.13 2.73 1.24 2.90 1.32 3.13 1.42 3.71 1.68 4.54 2.06 11/2 40 1/2 3/4 1 11/4 11/2 2 21/2 15 20 25 32 40 50 65 13/16 °/c 11/16 13/16 15/16 18/16 1/8 22 22 17 22 24 40 48 13/16 /8 1 13/16 15/16 172 115/16 22 22 25 22 24 38 49 1/16 1/lc 1/6 17/16 11/2 1/16 V/ic 37 37 37 37 38 40 40 11/2 V/ic 11/4 V/8 2 21/4 2/16 38 40 44 48 51 57 65 1/16 11/2 15/c 113/16 115/16 21/8 2/16 37 38 41 47 49 54 65 V/c 115/i6 2 21/16 21/8 21/4 27/16 48 49 51 52 54 57 62 2.34 1.06 2.46 1.12 2.66 1.21 2.98 1.35 3.24 1.47 3.70 1.68 5,46 2.48 2 50 1/2 3/4 1 11/4 11/2 21/2 3 15 20 25 32 40 65 100 13/16 11/16 13 /16 15/16 1/8 3 22 22 17 22 24 48 76 13/16 /c 11/16 13/16 15/16 1/g 3 22 22 17 22 24 48 76 1/16 li/ic 1/16 1/16 11/2 19/16 2/ic 37 37 37 37 38 40 62 172 V/ic 13/4 V/c 2 2/16 311/16 38 40 44 48 51 65 94 11/2 19/16 1 '/4 1/8 2 28/16 311/16 38 40 44 48 51 65 94 1/8 V5/16 2 The 21/8 27/16 31/2 48 49 51 52 54 62 89 2.74 1.24 2.86 1.30 3.05 1.38 3.38 1.53 3.59 1,63 5.17 2.34 7.87 3.57 Continued on next page. Note: See page 37 for pressure-temperature ratings. oAWIL Z9 Building Connection, macLost MIJI MMARS411111 1RT!øN Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 359 Tee Reducing Size A B C 0 E F Unit Weight Black NPS ON NPS ON NPS DII in mm in mm in mm in mm in mm in mm lbs kg 1/2 15 21/2 65 113/16 47 113/is 47 113/16 47 211/16 68 21/4 57 211/16 68 5.20 2.36 3/4 20 21/2 65 1 "/16 47 1/i 44 113/16 47 211/16 68 21/4 57 211/16 68 5.10 2.31 1 ., 2 21/2 50 65 1/s 113/16 40 47 1/16 1/ 40 44 1 /e 113/16 48 47 2/is 211/16 62 68 21/8 2/16 54 59 2f16 211/15 65 68 5.03 2.28 5.36 2.43 1 1/4 32 2 21/2 50 65 18/is 113/15 40 47 11/2 13/4 38 44 1/8 113/16 48 47 2/16 211/18 62 68 21/8 2/a 54 60 2/6 211/16 65 68 4.96 2.25 5,40 2.45 11/2 40 11/2 2 21/2 40 50 65 15/16 1/1 113/16 24 40 47 15/15 11/2 113/16 22 38 47 1/16 1/a 113/16 47 48 47 2/16 2/is 211/15 56 62 68 115/16 21/8 2 /16 49 54 62 2/16 2/16 211/16 62 65 68 4.23 1.92 4.85 2.20 4.85 2.20 21/2 65 2 50 1/2 3/4 1 1 1/4 11/2 2 21/2 3 15 20 25 32 40 50 65 80 3/4 /8 1 13/16 15/16 18/16 113/16 21/16 19 22 25 22 24 40 47 52 13/16 7/ 11/15 13/15 15/15 1/16 17/8 21/8 22 22 17 22 24 40 48 54 1/4 1°/4 1°/s 1/4 113/16 1/ 113/16 1/8 44 44 44 44 47 48 47 48 111/16 1/4 115/16 21/16 2/16 2/s 211/16 3 43 44 49 52 56 62 68 80 11/2 1/16 13/4 1/8 2 21/4 25/16 2/s 38 40 44 48 51 57 65 73 23/16 21/4 2/16 2/n 2/16 29/16 211/15 213/16 56 57 59 60 62 65 68 73 5.82 2.64 3.62 1.64 3.92 1.78 4.26 1.93 4.42 2.00 5.17 2.34 6.00 2.72 7.35 3.33 1 2/2 65 1/3 3/4 1 174 11/2 2 3 4 15 20 25 32 40 50 80 100 3/4 /a 1 13/15 15/16 15/16 21/is 2°/4 19 22 25 22 24 40 52 70 3/4 /a 1 13/15 15/16 la/is 21/16 213/is 19 22 25 22 24 40 52 73 1°/4 13/4 i°/4 1/4 113/16 li/n 1/8 2/16 44 44 44 44 47 48 48 62 111/16 1°/4 115/16 21/16 2/6 27/16 3 3' 1/16 43 44 49 52 56 62 80 94 1l1/16 13/ 115/16 21/16 23/16 2/is 3 311/16 43 44 49 52 56 62 80 94 23/16 21/ 2/16 23/8 2/16 The 213/16 372 56 57 59 60 62 65 73 89 4.00 1.81 4.29 1.95 4.48 2.03 4.83 2.19 5.14 2.33 5.88 2.67 8.09 3.67 14.03 6.36 1/7 15 3 80 21/8 54 21/4 57 21/8 54 31/8 79 211/16 68 37a 79 7.60 3.45 3/4 20 3 80 2V8 54 21/8 54 21/8 54 31/ 79 211/16 68 31/8 79 8.25 3.74 1 25 3 80 21/8 54 21/8 54 21/8 54 31/8 79 211/16 68 31/8 79 8.30 3.76 11/4 32 3 80 21/8 54 21/8 54 21/s 54 31/ 79 213/is 73 31/8 79 8.46 3.84 11/2 40 3 80 21/8 54 23/16 56 2i/8 54 31/8 79 21 '/16 73 31/8 79 8.13 3.69 2 50 11/2 2 21/2 3 40 50 65 80 l°/a 1/16 1/8 21/8 35 40 48 54 11/2 19/is 11 '/16 2°/16 38 40 49 56 2°/16 23/16 21/8 21/8 56 56 54 54 The 2/1 213/is 31/8 59 65 73 79 23/16 21/4 2/16 215/16 56 57 65 75 213/16 215/16 31/16 31/8 73 75 78 79 6.83 3.10 7.29 3.31 7.10 3.22 8.79 3.99 3 80 1 2 /2 65 1 11/4 172 2 21/2 3 25 32 40 50 65 80 1 11/4 13/8 18/16 1/a 21/8 25 32 35 40 48 54 15/16 13 /16 15/is 11/2 113/16 21/a 24 22 24 38 47 54 21/8 21/8 23/16 23/16 21/8 21/8 54 54 56 56 54 54 21/16 23/16 2/16 29/16 213/is 31/8 52 56 59 65 73 79 115/is 21/16 23/16 2/16 211/16 31/16 49 52 56 62 68 78 211/16 21/4 213/16 215/16 The 31/8 68 70 73 75 78 79 5.51 2.50 5.92 2.68 6.23 2.83 6.81 3.09 7.66 3.47 9.13 4.14 3 80 1/2 3/4 1 174 172 2 272 4 15 20 25 32 40 50 65 100 15/16 15/is 1 11/4 1°/8 18/16 1/8 211/16 24 24 25 32 35 40 48 68 15/16 15/16 1 11/4 13/8 1 s/is 1/ 211/is 24 24 25 32 35 40 48 68 23/16 21/8 21/8 21/8 23/16 23/16 21/8 2/16 56 54 54 54 56 56 54 62 1/8 i'/a 21/16 2°/is 2/16 28/16 213/is 311/15 48 48 52 56 59 65 73 94 1/8 1/a 21/16 23/16 2716 25/16 213/is 311/is 48 48 1 52 56 59 65 73 94 2/a 2!8 21718 2°/4 215/16 2/a 31/16 31/2 67 67 68 70 75 73 78 89 6.08 2.76 6.06 2.75 6.27 2.84 6.75 3.06 7.10 3.22 7.75 3.51 8.92 4.05 12.80 5.80 Note See page 37 for prsssursteniperaturs ratings. ®4NVL Bulldü,gConnect!ons ThatLast C I - - mill I 1111~ 1111111 HIM Cast Iron Threaded Fittings Class 125 (Standard) Tee Reducing Size A B C D E F Unit Weight Black NPS ON NPS ON NPS ON in mm in mm in mm in mm in mm in mm lbs kg 31/2 90 31/2 90 1/2 2 40 50 13/8 1/8 35 41 1/s 1/8 35 41 2 /16 2/6 62 62 2/8 2!8 60 67 2/8 2/8 60 67 31/16 3/6 78 81 8.87 4.02 9.94 4.51 1 25 4 100 2/4 70 215/16 75 23/4 70 33/4 95 31/2 89 33/4 95 13.52 6.13 172 40 4 100 2/4 70 2/s 73 2/4 70 33/4 95 31/2 89 33/4 95 13.47 6.11 2 50 2 4 50 100 1 11/16 2/4 43 70 1/8 2/4 48 70 2/4 2/4 70 70 211/16 33/4 68 95 The 31/2 65 89 31/2 33/4 89 95 11.34 5.14 13.89 6.30 21/2 65 21/2 4 65 100 1/s 2/4 48 70 113/16 2/4 47 70 298 2/4 67 70 215/16 33/4 75 95 213/16 3/8 73 92 3/16 33/4 90 95 11.78 5.34 15.75 7.14 4 100 3 80 2 21/2 3 4 50 65 80 100 111/6 1/ 21/4 2/4 43 48 57 70 1/16 1/8 21/5 211/16 40 48 54 68 2/4 2Ie 211/16 2/4 70 67 68 70 2I16 215/is 31/4 33/4 68 75 83 95 2/16 213/16 31/8 37s 65 73 79 92 372 3/6 3/8 33/4 89 90 92 95 10.21 4.63 11.25 5.10 12.50 5.67 15.04 6.82 4 100 3/4 1 11/4 11/2 2 21/2 3 5 6 20 25 32 40 50 65 80 125 150 11/4 13/16 1'/16 1/16 111/16 2 21/a 33/8 37 /8 32 22 24 37 43 51 57 86 98 1/4 13/16 15/16 1716 111/i6 2 21/4 33/8 37/8 32 22 24 37 43 51 57 86 98 213/16 2/4 2/8 211/16 23/4 2/8 211/16 213/16 27/8 73 70 67 68 70 67 68 73 73 2/16 2/16 2/16 2/6 211/16 215/16 31/4 4/s 415/16 59 59 59 62 68 75 83 111 125 2/16 25/16 2/16 2/16 211/16 215/is 31/4 4/s 415/16 59 59 59 62 68 75 83 111 125 3/16 3/16 3 /16 3/16 31/2 The 35/8 4 41/is 84 84 84 84 89 90 92 102 103 10.58 4.80 10.40 4.72 10.38 4.71 10.75 4.88 11.63 5.27 12.85 5.83 14.12 6.40 20.88 9.47 26.36 11.95 5 125 5 125 2 21/2 3 4 50 65 80 100 1/a 21/16 2/16 213/16 44 52 59 71 1/4 21/is 2/16 213/16 44 52 59 71 3/16 33/8 T/4 33/8 87 86 83 86 215/16 3/is 31/2 4 75 81 89 102 216/16 3/s 31/2 4 75 81 89 102 41/s 41/4 41/4 43/s 105 108 108 111 17.43 7.90 18.84 8.54 20.00 9.07 23.83 10.81 4 4 100 2'/8 73 213/16 71 37/8 98 41/. 103 4 102 415/16 125 30.00 13.61 6 150 6 150 21/2 3 5 65 80 100 125 2 23/s 2/8 33/s 51 60 73 86 1 2 23/s 2/8 33/g 51 60 73 86 1 313/16 313/is 37/8 313/16 97 97 98 97 1 31/4 3/16 41/16 45/8 83 90 103 117 1 31/4 39/is 41/16 45/s 83 90 103 117 43/4 413/is 415/16 5 121 122 125 127 25.67 11.64 27.46 12.45 32.44 14.71 37.00 16.78 Note: See page 37 for pressure temperature ratings. ®AW1 L J 8&tding Con,,ectio,u ThatLnst Mill rci4TsMrR:o:N M IN Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 360 Cross Size A B Unit Weight Black t _ B B NPS ON in mm in mm lbs kg /2 15 13/16 22 s/16 14 2.80 1.27 3/4 20 1 V1 33 /16 22 1.03 0.47 1 25 11/2 38 15/16 24 1.59 0.72 1 'A 1"/16 47 ! :: 19/16 40 5.28 2.39 8.07 3.66 3 80 31/8 79 2/i6 56 11.84 5.37 4 100 313/16 98 2/4 70 1963 890 5 125 41/3 114 3I16 84 31,16 14.13 6 150 51/8 130 3/8 98 47.67 21.62 FIGURE 361 CrossReducing t7 D 2 NPS 11/4 NPS Read as: 3X2½x2X11/4 50 DN SOON 650N 32 DN Read as: 80x65x5002 Size A B C 0 E,F G,H Unit Weight NPS ON NPS ON NPS ON NPS ON in mm in mm in mm in mm n 117/I1 in mm lbs kg 1 25 1 25 3/4 20 3/4 20 13/15 22 13/75 22 15/i6 24 15/15 24 1/s 35 1/16 37 1.30 0.59 11/4 32 11/4 32 1 25 1 25 15/16 24 15/16 24 11/8 29 11/s 29 1/i6 40 111/16 43 2.04 0.93 1 25 1 25 _1 25 1 25 11/s 29 11/4 32 11/4 32 15/8 41 113/16 47 2.74 1.24 11/4 32 1 25 _1 25 1 25 1 25 11/4 32 11/4 32 1/8 41 113/16 47 2.67 1.21 11/2 40 1 25 1 25 1 25 1 25 11/4 32 11/4 32 1/8 41 115/16 47 2.51 1.14 11/2 40 11/4 32 1 25 11/8 29 1V8 29 13/16 22 15/16 24 113/16 47 17s 48 3.90 1.77 11/4 32 11/8 29 118 29 1/8 35 1/8 35 113/16 47 1/ 48 3.95 1.79 1 25 1 25 11/16 17 11/s 29 17/16 37 17/16 37 1/4 44 2 51 3.57 1.62 11/2 40 1/4 32 1 25 11/8 29 13/16 22 11/2 38 17 /16 37 Oa 48 21/8 54 4.25 1.93 11/4 32 13/16 22 13/16 22 11/2 38 11/2 38 1/s 48 21/16 52 4.18 1.90 2 50 1 25 1 25 11/16 17 11/16 17 17 /16 37 17/16 37 1/4 44 2 51 3.22 1.46 2 50 11/4 32 11/4 32 F/s 29 11/8 29 17/ 16 37 V/is 37 1/s 48 21/8 54 4.00 1.81 11/2 40 11/2 40 11/4 32 11/4 32 17/ 16 37 V/is 37 2 51 21/8 54 4.08 1.85 1 25 1 25 1 25 11/is 17 113/is 47 113/is 47 115/16 49 2Via 59 5.11 2.32 2 50 11/2 40 11/2 40 11/4 32 15/16 24 1/8 48 1/6 48 2/16 56 2/16 62 6.13 2.78 2 50 2 50 11/2 38 1I4 44 V/s 48 1/s 48 27/16 62 25/16 65 7.23 3.28 1 25 1 25 1 25 1 25 113/16 47 113/is 47 115 /16 49 2/16 59 5.06 2.29 2/2 65 21/2 65 11/4 32 1 25 13 /16 22 13/is 22 1/4 44 113/16 47 21/16 52 2/s 60 5.39 2.44 11/4 32 11/8 29 11/8 29 113/16 47 113/ 16 47 21/16 52 2/s 60 5.26 2.39 11/2 40 11/2 40 11/4 32 11/4 32 17/8 48 1/8 48 2/16 56 2/is 62 5.68 2.58 2 50 2 s 40 19/is 40 115/is 49 115/16 49 2/1 62 2/is 65 6.82 3.09 1/2 40 11/2 4011s 35 1/s 35 2/is 56 23/16 56 2/16 59 213/16 73 7.91 3.59 3 80 3 80 2 50 2 s 41 1/8 41 56 23/16 56 29/is 65 215/is 75 8.85 4.01 4 100 4 100 2 50 2 50 1 2 50 211/16 68 211/is 68 2/4 70 3/is 87 12.00 5.44 Note: See page 37 for pressure-temperature ratings. I ANVIL - -- 0 it cJA!$1rJmoNI1$ Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 366 Screwed Hex Coupling Size Across Flats A 8 C Unit Weight Black NPS ON in mm in mm in mm lbs kg iis ----------------- 1 25 115/15 49 1/1e 43 /16 14 082 0.37 FIGURE 487 Flanged Union Gasket Type Size Diam. of Flanges No. of Bolts Unit Weight Black Galv. Assembled with gaskets - NPS ON in mm - lbs kg lbs kg 1/2 15 215/1e 75 3 1.75 0.79 1.75 0.79 3/4 20 3 76 3 2.00 0.91 2.00 0.91 1 25 31/4 83 3 2.25 1.02 2.25 1.02 11/4 32 4/1e 106 4 4.75 2.15 4.75 2.15 172 40 4I8 111 4 5.00 2.27 5.00 2.27 2 50 5 127 4 6.50 2.95 6.50 2.95 21/2 65 5/e 143 4 8.50 3.85 8.50 3.85 3 80 6/8 162 4 11.00 4.99 11.00 4.99 31/2 90 671e 175 4 12.75 5.78 - - 4 100 711/1e 195 5 18,00 8.16 18.00 8.16 5 125 815/1e 227 5 22.00 9.98 - - 6 150 1074 260 6 30.00 13.61 30.00 13.61 8 200 1215/1e 329 8 51.00 23.13 51.00 23.13 Note: See page 37 for pressure-temperature ratings. B&Id,ng Con,,ections OOtLASI LN[c!ATSITIJRTON ill Cast Iron Threaded Fittings Class 125 (Standard) Concentric Reducer FIGURE 367 Size A B Unit Weight Black NPS DN NPS ON in mm in mm lbs kg 3/4 20 1/2 15 5/ 16 1/ie 40 0.40 0.18 1 25 1/2 (Hex) - 3/4 (Hex) 15 20 7/16 11 17 111/16 11/2 43 38 0.54 0.24 0.63 0.29 11/4 32 1/2 3/4 1 15 20 25 9/1e 1 15/16 14 25 24 1/8 21/8 21/8 41 54 54 0.84 0.38 0.90 0.41 1.07 0.49 1/2 40 /2 3/4 1 11/4 15 20 25 32 1/2 1/2 1/2 1 13 13 13 25 V/8 1/a 1/4 21/4 41 41 44 57 1.00 0.45 1.20 0.54 1.50 0.68 1.45 0.66 2 50 1/2 3/4 1 11/4 11/2 15 20 25 32 40 /e 3/4 3/4 13/16 16 19 19 22 22 2 2 2 21/8 2/e 51 51 51 54 56 2.00 0.91 1,90 0.86 1.83 0.83 1.78 0.81 1.98 0.90 21/2 65 11/2 2 40 50 3/4 1 19 25 2 2/16 51 65 3.10 1.41 2.98 1.35 3 80 3/4 2 21/2 20 50 65 15/16 17e 15/16 24 27 24 21/2 2/ 213/16 64 70 73 4.31 1.95 3.96 1.80 4.40 2.00 4 100 2 21/2 3 50 65 80 1/1e 1 '/16 11/1e 30 30 27 215/16 31/8 31/8 75 79 79 6.50 2.95 7.78 3.53 7.01 3.18 5 125 4 100 1716 27 3/1 84 10.48 4.75 6 150 4 5 100 125 11/8 11/ 29 29 3/16 3/1 87 90 13.83 6.27 15.53 7.04 8 200 6 150 11/4 32 3 7/8 98 29.10 13.20 Note: See page 37 for pressure temperature ratings. ®4!wc EuiIdig Connections masCots I0 Co U) Co E ('3 -3 1-01 Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 368 Eccentric Reducer Size A Unit Weight Black f / j 1 H -- - NPS DN NPS DN in mm in mm lbs ko 3/4 20 1/2 15 °/1e 14 11/2 38 045 0.20 1 25 3/4 1/2 15 20 1/2 13 /1 11 1°/1e 37 11/2 38 0.57 0.26 061 028 11/4 32 /2 15 2/4 20 1 25 °/ie 14 1/2 13 1/2 13 1/8 41 1°/8 41 11Vr 43 1.00 0.45 0.90 0.41 1.00 0.45 11/2 40 72 15 3/4 20 1 25 11/4 32 11/16 17 '/16 14 /e 14 /8 16 1I4 44 111/10 43 1/4 44 1/e 48 1.11 0.50 1.17 0.53 1.21 0.55 1.26 0.57 2 50 1/2 15 3/4 20 1 25 11/4 32 11/2 40 3/4 19 3/4 19 11/16 17 13/16 22 °/8 22 115/16 49 2 51 21/16 52 21/8 54 2/16 56 1.80 0.82 1.83 0.83 1.86 0.84 1.87 0.85 1,93 0.88 21/2 65 1 25 11/4 32 11/2 40 2 50 13/16 22 /8 22 22 1 25 21/4 57 2/8 60 23/8 60 2/1e 65 2.74 1.24 2.80 1.27 2.94 1.33 2.95 1.34 3 80 1 25 11/4 32 11/2 40 2 50 21/2 65 7/ 22 15/16 24 15/16 24 11/16 27 15/16 24 2/16 62 2/1e 65 2/1 65 2/4 70 213/16 73 3.95 1.79 3.80 1.72 4.16 1.89 4.61 2.09 4.80 2.18 31/2 90 2 50 11/16 27 2/4 70 5.23 2.37 4 100 11/4 32 11/2 40 2 50 21/2 65 3 80 11/16 27 11/8 29 1/16 30 11/8 29 11/16 27 2/4 70 213/16 73 215/16 75 31/16 78 31/8 79 6.58 2.98 6.61 3.00 6.91 3.13 7.26 3.29 7.64 3.46 5 125 21/2 65 3 80 4 100 11/8 29 11/16 27 11/16 27 3/16 81 31/4 83 35/16 84 11.38 5.16 11.44 5.19 11.19 5.07 6 150 3 80 4 100 11/16 27 11/8 29 3/1e 84 3/ia 87 14.66 6.65 15.36 6.97 'Dimension "B' does not conform to ASME standard. Note: See page 37 for pressure-temperatare ratings. 0 AWIL th,ildh,gCw!nctjw,, ThaCLnst MIJI MONS41J1IRION Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 383 Hex Bushing Size ________________ ________________ Unit Weight Black Galv. NPS ON Hex All Cast Iron NPS ON lbs kg lbs kg Q Inside flex for other available sizes. 1 1/2 40 C V, 8 047 0.21 0.47 0.21 0 C /e 10 0.47 0.21 0.47 0.21 0 C 1/3 15 0.42 0.19 0.42 0.19 C 3/4 20 0.47 0.21 0.47 0.21 C 1 25 0.50 0.23 0.50 0.23 2 50 C 1/4 8 0.75 0.34 0.75 0.34 C /e 10 0.75 0.34 0.75 0.34 C /2 15 0.70 0.32 0.70 0.32 0 C 3/4 20 0.71 0.32 0.71 0.32 0 C 1 25 0.73 0.33 0.73 0.33 C 11/4 32 0.81 0.37 0.81 0.37 21 /2 65 0 C 1/2 15 1.28 0.58 1.28 0.58 O C 3/4 20 1.25 0.57 1.25 0.57 0 C 1 25 1.16 0.53 1.16 0.53 0 C 11/4 32 1.24 0.56 1.24 0.56 0 C 11/2 40 1.29 0.59 1.29 0.59 3 80 0 C 1/2 15 1.93 0.88 1.93 0.88 O C 3/4 20 1.92 0.87 1.92 0.87 O C 1 25 1.90 0.86 1.90 0.86 0 C 11/4 32 1,77 0.80 1.77 0.80 0 C 11/2 40 1.79 0.81 1.79 0.81 C 2 50 1.90 0.86 1.90 0.86 C 21/2 65 1.63 0.74 1.63 0.74 See page 35 (Malleable Iron) 31/2 80 0 C 1 25 2.42 1.10 2.42 1.10 0 C 11/4 32 2.56 1.16 2.56 1.16 O C 11/2 40 2.65 1.20 2.65 1.20 0 C 2 50 2.54 1.15 2.54 1.15 C 21/2 65 323 1.46 . 323 1.46 C 3 80 1.96 0.89 1.96 0.89 Continued on next page. According to specifications, Sea bushings and cored plugs should be used with 150# malleable iron and 125# cant iron. Solid plugs and face bushings are recommended for use with 2504f and 3005 fittings. Note: See page 37 for pressure-temperature ratings ®/ML 8.,üdi.,g ConnecflonsThottost C C 1L_ M CASiTJIRON1I1 Cast Iron Threaded Fittings Class 125 (Standard) Continued from previous page. FIGURE 383 Hex Bushing Size Unit Weight Black Galv. NPS ON Flex NI Cast Iron NPS DN lbs kg lbs kg Inside hex See page 35 (MateaSle Iron) for other available sizes. 4 100 0 C 1 25 3.59 1.63 3.59 1.63 0 C 11/4 32 3.54 1.61 3.54 1.61 0 C 11/2 40 3.44 1.56 3.44 1.56 0 C 2 50 3.11 1.41 3.11 1.41 0 C 21/2 65 3.29 1.49 3.29 1.49 C 3 80 3.15 1.43 3.15 1.43 C 31/2 90 2.50 1.13 2.50 1.13 5 125 O C 2 50 5,12 2.32 5.12 2.32 O C 21/2 65 4.87 2.21 4.87 2.21 0 C 3 80 4.83 2.19 4.83 2.19 C 31/2 90 4.00 1.81 - - C 4 100 394 1.79 3.94 1.79 6 150 O C 2 50 8.00 3.63 8.00 3.63 O C 21/2 65 7.72 3.50 - - 0 C 3 80 7.75 3.51 7.75 3.51 O C 4 100 6.83 3.10 6.83 3.10 C 5 125 5.24 2.38 5.24 2.38 8 200 C 3 80 15.50 7.03 - - O C 4 100 13.93 6.32 - - O C 5 125 13.65 6.19 - - C 6 150 13.19 5.98 13.19 5.98 10 250 C 6 150 24.50 11.11 - - C 8 200 22.00 9.98 - - FIGURE 385 Face Bushing Size Unit Weight Black See page 35 (Malleable Iron) for other available sizes. NPS ON NPS ON lbs kg 3 80 2 50 13.30 6.03 4 100 21/2 65 3 80 2.55 1.16 19.20 8.71 According to specifications, hex bushings and cored plugs should he used with 150# malleable iron and 125# cast iron. Solid plugs and face bushings are recommended for use with 250# and 300# fittings. . Note: See page 37 for pressure-temperature ratings. ANVIL - rn.ild;ngConnecCio,uThnLasr S 011rCrATSiTII1aTcN ia Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 387 Square Head Plugs, Cored Size __________ Unit Weight Black Galv. NPS ON lbs kg lbs kg 3/4 20 0.13 0.06 0.13 0.06 1 25 0.25 0.11 0.25 0.11 11/4 32 0.39 0.18 0.39 0.18 11/2 40 0.50 0.23 0.50 0.23 2 50 0.82 0.37 0.82 0.37 21/2 65 1.32 0.60 1.32 0.60 3 80 1.87 0.85 1.87 0.85 31/2 90 2.50 1.13 2.50 1.13 4 100 4.00 1.81 4.00 1.81 FIGURE 389 Bar Plugs, Cored i Size Unit Weight Black Galv. NPS ON lbs kg lbs kg 4 100 3.82 1.73 3.82 1.73 5 125 6.50 2.95 6.50 2.95 6 150 9.94 4.51 9.94 4.51 8 200 20.26 9.19 20.26 9.19 FIGURE 390 Countersunk Plugs Size Unit Weight Black Galv. See page 32 (Malleable Iron) for other available sizes, NPS ON lbs kg lbs kg 1 25 0.20 0.09 0.20 0.09 11/4 32 0.32 0,15 0.32 0.15 11/2 40 0.47 0.21 0.47 0.21 2 50 0.84 0.38 0.84 0.38 21/2 65 1.40 0.63 - - 3 80 2.25 1.02 - - 31/2 90 3.02 1.37 - - 4 100 3.76 1.71 - - FIGURE 388 Square Head Plugs, Solid Size __________ Unit Weight Black Galv. NPS ON lbs kg lbs kg W. 1/2 15 0.10 0.05 0.10 0.05 3/4 20 0.17 0.08 0.17 0.08 1 25 0.32 0.15 0.32 0.15 11/4 32 0.53 0.24 0.53 0.24 11/2 40 0.76 0.34 0.76 034 2 50 1.23 0.56 1.23 0.56 21/2 65 2.00 0.91 2.00 0.91 3 80 3.18 1.44 3.18 1.44 31/2 90 4.38 1.99 - - FIGURE 380 Unit Weight Bar Plugs, Size Black Solid NPS ON lbs kg 4 100 5.68 2.58 5 125 9.60 4.35 6 150 14.78 6.70 FIGURE 381 Cap Size Unit Weight Black Galv. NPS ON lbs kg lbs kg 21/2 65 2.55 1.16 - - 3 80 4.10 1.86 - - 4 100 6.40 2.90 - - 5 125 10.70 4.85 - - 6 150 14.20 6.44 14.20 6.44 8 200 27.23 12.35 27.23 12.35 According to specifications, hex bushings and cored plugs should be used with 15041 malleable iron and 125# cast iron. Solid plugs and face bushings are recommended for use with 2504t and 300h fittings. Note: See page 37 for pressure temperature ratings, L . O8W1dm9C- ... O,nsTh'tLasl Mill 111101 Cast Iron Threaded Fittings Class 125 (Standard) FIGURE 370 Locknut Size Minimum Dimensions Unit Weight _____________ A B C D Black NPS ON in mm in mm in mm in mm lbs kg 21/2 65 3.500 89 3.180 81 .590 15 0.90 2 1.13 0.51 3 80 4.270 108 3.840 98 .670 17 0.90 2 1.60 0.73 For nominal sizes :m:U Man 2¼"(65DN) see Malleable Iron page 27. 4 100 5.380 137 5.000 127 .800 20 .130 3 1.10 0.50 Cast Iron Threaded Fittings Class 250 (Extra Heavy) FIGURE 421 900 Elbow Size A B Unit Weight Black NPS ON in mm in mm lbs kg 1/4 8 16 15/16 24 0.37 0.17 / 1/2 15 13/16 22 11/4 32 0.75 0.34 I 3/ 20 15/16 24 17/16 37 113 051 1 25 11/16 27 P/8 41 1.79 0.81 174 32 1/16 33 115/16 49 3.00 1.36 H-B-H 11/ 2 A!) 11/ 2 '31/ 8 54 4.05 1.84 2 50 113/16 47 21/2 64 6.76 3.07 BlAt 21/2 65 2 51 215/16 75 10.56 4.79 3 80 2/o 60 33/s 86 15.25 6.92 I FIGURE 424 45° Elbow Size A B Unit Weight Black NIPS ON in mm in mm lbs kg 1/2 15 °/e 14 1 25 0.66 0.30 3/4 20 5/ 16 V/8 29 1.04 0.47 1 25 3/4 19 1°/is 33 1 56 071 174 32 7f 22 11/2 38 2.70 1.22 1 '/2 40 11/16 27 111/16 43 3.55 1.61- 2 50 l°/ie 33 2 51 6.07 2.75 A \4.. 3B I 21/2 65 1/16 33 21/4 57 9.79 4.44 Note: See page 37 for pressure temperature ratings. MIL TWO Meam I fithiding ConnectiOns ThotLost U FIG. 7074 Cap U FIG. 7075 Bull Plug U1(AsI*] C to E Cross ii VLOK •IkTITdIIIJ C(('77)~AWIL' FIGURE 7074 CAP Nominal O.C.nd Approx. Size to End Wt. Ea. InJ0N(mm) lnJmm lnlmm LbsiKg 1C 1.315 11/4 0.3 25 33.4 32 0.1 1/4C 1.660 11/4 0.4 32 42,2 32 0.2 1½C 1.900 11/4 0.5 40 48.3 32 0.2 2 C 2.375 1 0.5 50 60.3 25 0.2 21/2 C 2.875 1 0.7 65 73.0 25 0.3 3 Off C 2.996 1 0.8 76.1 76.1 25 0.4 3 C 3.500 1 1.1 80 88.9 25 0.5 3½C 4.000 1 1.4 90 101.6 25 0.6 4¼0.D.0 4.250 1¼ 2.0 108.0 108.0 29 0.9 4 C 4.500 11/8 2.8 100 114.3 29 1.3 5¼0.D.0 5.236 111/1, 3.2 133.0 133.0 29 1.5 5½0.0.0 5.500 1¼ 4.0 139.7 139.7 29 1.8 SC 5.563 11/8 4.0 /25 141.3 29 1.8 6¼0.0.0 6,259 ItS 5.1 159.0 159.0 29 2.3 6¼ O.D. C 6.500 1116 6.0 165.1 165.1 29 2.7 6 C 6.625 li/16 6.0 130 168.3 33 2.7 8 C 8.625 1½ 12.5 200 219.1 38 5.7 10C 10.750 1½ 21.9 250 273.1 38 9.9 12C 12.750 1½ 33.8 300 1 323.9 38 1 15.3 14* 14.000 81/2 40 350 355.6 216 18.1 16* 16.000 9 45 400 406.4 229 20.4 18* 18.000 10 58 450 457.2 254 26.3 20* 20.000 11 79 500 508.0 279 35.8 24* 24.000 121/2 100 600 1 609.6 318 45,4 * Machined Cap C - Cast Malleable or Ductile Iron FIGURE 707.IBULL PLUG I Nominal 0 D End Approx. Size to End Wt. Ea. lni0N(mm) InJmm lnimm LbslXg 2 2.375 4 2.5 50 60.3 102 1.1 21/2 2.875 5 3.1 65 73.0 127 1.4 3 3.500 6 4.4 80 88.9 152 2.0 4 4.500 7 7.4 100 1/4.3 178 3.4 5 5.563 * * 125 141.3 * 6 6.625 10 18.5 150 /68.3 254 8.4 * Contact a Gruvlok Representative for dimensions & weights. This product is not UL/ULC Listed or FM Approved. FIGURE 7068 CROSS I Nominal 0 D Center Approx. Size to End Wt. Ea. lniOO/(mm) InJmm lnimm LbsiXg 1 1.315 21/4 1.3 25 33.4 57 0.6 11/4 1.660 21/4 2.1 32 42.2 70 1.0 11/2 1.900 21/4 2.5 40 48.3 70 1 1.1 2 2.375 31/4 2.9 50 60.3 83 1.3 21/2 2.875 31/4 5.2 65 73.0 95 2.4 3 3.500 4¼ 7.5 80 88.9 108 3.4 31/2 4.000 41/2 9.8 90 101.6 114 4.4 4 4.500 5 12.2 100 114.3 127 5.5 5 5.563 51/2 17.6 125 141.3 1 140 8.0 6 6.625 61/2 28.3 150 /68.3 165 12.8 8 8.625 7% 48.0 200 219.1 197 21.8 10 10.750 9 70.0 250 273.1 229 31.8 12 12.750 10 110 300 323,9 254 49.9 14 14.000 11 140 350 1 355.6 279 63.5 16 16.000 12 170 400 406.4 305 77.1 18 18.000 151/2 260 430 457.2 394 118 20 20.000 17¼ 320 500 508.0 438 145 24 24.000 20 585 600 609.6 508 265 c®us APPROVED For Ustlngs/Approval Details and Limitations, visit our website @ www.anvilintl.com or contact an AnviVAnvilStan Sales Representative. 12/08 FIGURE 7060 - TEE Nominal 0 D Center Approx. Size to End Wt. Ea. lnJD,V(mm) in/mm In/mm Lbs/Kg 1 1.315 2¼C 0.9 25 33.4 57 0.4 11/4 1.660 2%C 1.5 32 42.2 1 70 0.7 11/2 1.900 2%C 1.8 40 48.3 70 0.8 2 2.375 31/4 C 2.4 50 60.3 83 1.1 21/2 2.875 3% C 4.0 65 73.0 95 1.5 30.0. 2.996 40 4.6 76.1 , 76.1 101 2.1 3 3.500 41/4 C 5.8 80 88.9 108 2.6 31/2 4.000 41/a C 9.8 90 101.6 114 4.4 4¼ 0.0. 4,250 43.0 9.3 108.0 108.0 121 4.2 4 4.500 5 C 10.3 100 114.3 127 4.7 5¼ 0.0. 5.236 5¼0 14.1 133.0 133.0 133 6.4 5¼ O.D. 5.500 5¼C 16.1 139.7 139.7 140 7.3 5 5.563 51/i C 16.2 125 141.3 140 7.3 6¼ O.D. 6.259 6C 20.8 159.0 159.0 152 9.4 6¼ O.D. 6.500 6½C 24.4 165.1 165.1 165 11.1 6 6.625 61/2 C 25.7 150 168.3 165 1 11.7 8 8.625 7% C 41.1 200 219.1 197 18.6 10 10.750 9C 74.5 250 273.1 229 33.8 12 12.750 10C 94.7 300 323.9 254 43.0 14 14.000 11 118.0 350 355.6 279 53.5 16 16.000 12 146.0 400 406.4 305 66.2 18 18.000 151/2 218.0 450 457.2 394 98.9 20 20.000 171/4 275.0 500 508.0 438 125 24 24.000 20 379.0 600 609.6 508 172 c®us APPROVED For Ustings/Approvol Details and Limitations, visit our website @ www.anvllintl.com or contact an Anvit'Anvllatar Sales Representative. ILOK •iirirdi1I ((7))AW'1L. 11(ATD Reducing Tee w/ Threaded Branch Tee C to F, ------41D Ei CtoE Fabricated C to E lit h C to, E W: C to E' Fabricated Cast Cast FIGURE 7064 REDUCING TEE WITH.l:ll,...1 ii Nominal Center Approx. Nominal Center Approx. Size to End Wt. Ea. Size to End Wt. Ea. In/DN(mm) in/mm Lbs/Kg inJDN(mm) in/mm Lbs/Kg 2x2x% 31/4 1.6 8 x 8 x 4 71/4 50.0 50x50x20 83 0.7 200x200x 100 197 22.7 2 x 2 x 1 31/4 C 2.6 8x8x5 7% 41.0 50x50x25 83 1.2 200x200x 125 197 18.6 2X2X11/4 31/4 1.7 8 x 8 x 6 73/4 54.0 50x50x32 83 0.8 200x200x 150 197 245 2x2x11/2 3¼C 2.7 10x10x2 9 61.8 50x50x40 83 1.2 250x250x50 229 28.0 21/2 x21/2 x1 3% 4.1 10000 9 63.0 65x 65x25 95 1.9 250x250x80 229 28.6 21/2 x21/2 x11/2 3% 4.3 10x10x4 9 64.0 65x65x40 95 2 250K250x 100 229 29.0 21/2x21/2 x2 31/4 4.4 10x10x5 9 65.1 65x 65x 50 95 2 250 x 250x 125 229 29.5 3x3x% 41/4 5.7 10x10x6 9 55.0 80x80x20 108 2.6 250x250x 150 229 24.9 3 x 3 x 1 4¼C 7.0 10x10x8 9 64.7 80x80x25 108 3.2 250x250x200 229 29.3 3x3x11/2 41/4 5.3 12020 10 84.9 80x80x40 108 2.4 300x300x80 254 38.5 3 x 3 x 2 41/4 5.5 12x12x4 10 85.8 80x80x50 108 2.5 300x300x 100 254 38.9 3x3x21/2 41/4 5.8 12x12x5 10 87.0 80 x 80 x 65 108 2.6 300 x 300x 125 254 39.5 4x4x% 3% 7.2 12x12x6 10 88.3 100x 100x20 95 3.3 300x300x 150 2.54 40.1 4 x 4 x 1 3% 7.0 12x12x8 10 91.2 100x 100x25 95 3.2 300x300x200 254 41.4 4x4x11/2 5 9.2 120200 10 94.8 100x 100x40 127 4.2 300x300x250 254 43.0 4 x 4 x 2 5 10.2 14x14x8 11 110.0 100x100x50 127 4.6 350x350x200 279 49.7 4X4X21/2 5 11.2 14x14x10 11 114.0 700x 100x65 127 5.1 350x350x250 279 51.5 4x4x3 5 11.4 14x14x12 11 117.0 100x 100x80 127 5.2 350x350x300 279 52.8 5 x 5 x 2 51/2 14.5 16x16x8 12 135.0 125x125x50 140 6.6 400x400x200 30.5 1 61.2 5 x 5 x 3 51/2 16.1 16x16x10 12 139.0 125x125x80 140 7.3 400x400x250 305 63.0 5 x 5 x 4 51/2 17.9 16x16x12 12 142.0 725X 125x 100 140 8.1 400x400x300 305 64.4 6 x 6 x 2 61/2 26.4 18x18x10 151/2 204.0 150x150x50 165 12 450x450x250 394 92.5 6x6x21/2 61/2 26.5 18x18x12 151/2 209.0 150x150x65 165 12 450x450x300 394 94.8 6 x 6 x 3 61/2 26.5 18x18x14 151/2 211.0 150X150x80 165 12 450x450x350 0 95.7 6 x 6 x 4 61/2 26.5 18x18x16 151/2 216.0 150x 150x tOO 165 12 450x450x400 0 98.0 6 x 6 x 5 61/2 28.0 24 x 24 x 8 20 334.0 150x150x 125 165 12.7 600x600x200 508 152 8 x 8 x 2 7% 37.5 24x24x10 20 342.0 200x200x50 197 17 600x600x250 508 155 8x8x3 7% 38.7 24x24x12 20 349.0 200 x200x80 197 17.6 600x600x300 508 158 C - Cast malleable or ductile iron, all others are fabricated steel. See Fitting Size chart on page 47 for O.D. 12/08 Center Approx. Nominal Size In./DN(mm) In/mm LbsJxg 14x14x8 11 103 350x350x200 279 46.7 14x14x10 11 104 350 x350x250 279 47.2 14x14x12 11 105 350x350x300 279 47.6 16x16x4 12 126 400x400x100 305 57.2 16x16x6 12 127 400x400x150 305 57.6 16x16x8 12 128 400x400x200 305 58.1 16x16x10 12 129 400x400x250 305 58.5 16x16x12 12 130 400x400x300 305 59.0 16x16x14 12 132 400x400x350 305 59.9 18x18x4 151/2 188 450x450x 100 394 85.3 18x18x6 151/2 190 450x450x 150 394 86.2 18x18x8 151/2 192 450x450x200 394 87.1 18x18x10 151/2 194 450x450x250 394 88.0 18x18x12 151/2 196 450x450x300 394 88.9 18x18x14 151/2 201 450x450x350 394 91.2 18x18x16 151/2 203 450x450x400 394 92.1 20x20x6 171/4 240 500x500x 150 438 108.9 20x20x8 171/4 242 500 x500x200 438 1 109.8 20x20x10 171/4 244 500x500x250 438 110.7 20x20x12 171/4 246 500x500x300 438 111,6 20x20x14 171/4 248 500x500x 350 438 112.5 20x20x16 171/4 250 500x500x400 438 113.4 20x20x18 171/4 252 500x500x450 438 114.3 24x24x8 20 327 600x600x200 508 148.3 24x24x10 20 330 600x600x 250 508 149.7 24x24x12 20 334 600x600x300 508 151.5 24x24x14 20 340 600x600x350 508 154.2 24x24x16 20 342 600x600x400 508 155.1 24x24x18 20 345 600x600x 450 508 156.5 24x24x20 20 347 600x600x500 508 157,4 ative for more information hLOK AF315 U FIG. 7063 Tee w/ Threaded Branch C U FIG. 7061 Reducing Tee Standard C to E - 0. Cast to E C toE Fabricated -TEE E E!I Nominal 0 D C to C to Approx. Size GE TE Wt. Ea. IniON(ntm) lnlmm InJmm It/mm LbsiKg 1 1.315 21/4 21/4 0.9 25 33.4 1 57 57 0.4 1¼ 1.660 21/4 2% 1.4 32 42.2 70 70 0.6 11/2 1.900 2% 21/4 1.7 40 48.3 70 70 0.8 2 2.375 31/4 41/4 2.9 50 60.3 83 108 1.3 21/2 2.875 33/4 3% 4.7 65 73.0 95 95 2.1 3 3.500 41/4 6 8.1 80 88.9 108 152 3.7 31/2 4.000 41/2 41/2 8.8 90 101.6 114 114 4.0 4 4.500 5 71/4 13.5 100 114.3 127 184 6.1 5 5.563 5½ 51/2 16.7 125 140 140 140 7.6 6 6.625 61/2 61/2 25.6 150 168.3 165 165 11.6 8 8.625 71/4 7% 45.0 200 219.1 197 197 20.4 10 10.750 9 9 73.0 250 273.1 229 229 33. 1 12 12.750 10 10 98.0 300 323.9 254 254 44.5 c®us APPROVED For Listings/Approval Details and Limitations, visit our websito © www.onviIintl.com or Contact an AnsifrAnvilStar Sales Representative. C - Cast malleable or ductile iron, all others are fabricated steel. Nominal SizeCenter I rE° Nominal Size .Center Approx. to End Wt. to En In4N(ntm) InJrnm LboA(g 1JDN(mm) InJmm LbS./K9 11/4x11/4x1 2% 1.5 6x6x21/2 6½C 26.5 32x32x25 70 0.7 150x150x65 165 12.0 1112x11/2 x1 2% 1.8 6 x 6 x 3 6½C 26.5 40x40x25 70 1 0.8 150x150x80 165 12.0 11/2 x11/2 x11/4 2% 1.8 6x6x4 6½C 26.5 40x40x32 70 0.8 150x150x100 165 12.0 2 x 2 x 1 3¼C 2.6 6x6x5 6½C 28.0 50K50x25 83 1.2 150x150x 125 165 127 2x2x11/4 31/4 1.7 8x8x11/2 7% 33.0 50x50x32 83 0.8 200x200x40 197 15.0 2x2x11/2 3¼C 2.7 8 x 8 x 2 7% 32.7 50x50x40 83 1.2 200x200x50 197 14.8 21/2x21/2 x1 3% 4.1 8X8X21/2 7% 33.0 65x65x25 95 1.9 200x200x65 197 15.0 21/2 x21/2 x11/4 3% 4.2 8x8x3 7% 33.5 65x65x32 95 1.9 200x200x80 197 15.2 21/2 X21/2 X11/2 3% 4.3 8x8x4 7%C 50.0 65x65x40 95 2.0 200x200x 100 197 22.7 21/2 x 21/2 x 2 33/4 4.4 8 x 8 x 5 7% 34.7 65x65x50 95 2.0 200x200x 125 197 15.7 3 x 3 x 1 4¼C 7.0 8 x 8 x 6 7%C 54.0 80x80x25 108 3.2 200x200x 150 197 24.5 3x3x11/4 41/4 5.8 lOxloxl½ 9 52.0 80x80x32 108 2.6 250x250x40 229 23.6 3x3x11/2 41/4 5,9 10x10x2 9 52.2 80x80x40 108 2.7 250x250x50 229 23.7 3 x 3 x 2 4¼C 5.5 10x10x21/2 9 52.6 80x80x50 1 108 2.5 250x250x65 1 229 23.9 3x3x21/2 41/4 6.3 10000 9 53.0 80x80x65 108 1 2.9 250x250x80 229 24.0 4x4x1 3% 7.0 10x10x4 9 53.6 100x 100x25 95 3.2 250x250x100 229 24.3 4x4x11/4 5 9.6 10x10x5 9 54.2 100x 100x32 127 4.4 250x250x 125 229 24.6 4x4x11/2 5 10.2 10x10x6 9 55.0 100x 100x40 127 4.6 250x250x150 229 24.9 4x4x2 5C 10.2 10x10x8 9 64.7 100x100x50 127 4.6 250x250x200 229 29.3 4x4x21/2 SC 11.2 12x12x1 10 77.0 lOOx 100x65 127 5.1 300 x300x25 254 34.9 4x4x3 5C 11.4 12x12x2 10 80.0 100x100x80 127 5.2 300x300x50 254 36.3 5 x 5 x 1 51/2 13.6 12x12x21/2 10 78.0 125x125K25 140 6.2 300x300x65 254 35.4 5x5x11/2 51/2 13.8 12x12x3 10 74.6 125x125x40 140 6.3 300x300x80 254 33.8 5 x 5 x 2 51/2 14 12x12x4 10 75.1 125x 125x50 140 6.4 300 x300x 100 254 34.1 5x5x21/2 51/2 14.3 12x12x5 10 75.6 125x125x65 140 6.5 300x300e 125 254 34.3 5 x 5 x 3 51/2 14.6 12x12x6 10 76.2 125x125x80 140 6.6 300x300x 150 254 34.6 5 x 5 x 4 5½C 17.9 12x12x8 10 76.3 125x125x100 140 8.1 300x300x200 254 34.6 6 x 6 x 1 61/2 20.5 12x12x10 10 77.6 150x150x25 165 9.3 300x300x250 254 35.2 6x6x11/2 61/2 21.0 14x14x4 11 100.0 150x150x40 165 9.5 350x350x 100 279 45.4 6 x 6 x 2 6½C 26.4 14x14x6 11 101 150x150x50 165 12.0 350x350x 150 279 45.8 Center to and dimensions and weights may differ from those shown in chart, contact a Grunlok R See Fitting Size chart on page 47 for O.D. 12/08 1LOK •ITII C-F)AWIL $ ,ILI[eI:Y j*jSJ•) $:I.AA!.4 GROOVED FLANGE NIPPLES 0 Li FIG. 7050RF - Grooved x ILSO# Flanged (GxF) Li FIG. 7084 - Groove x Class 150 Flange Nipples Li FIG. 7085 - Groove x Class 300 Flange Nipples C t( E to F [I: FIGURE 7050 RF REDUCING BASE SUPPORT ELBOWS I Nominal I Grooved Center H B Dia. Approx. Wt. Size End O.C. to End Threaded Ea. GxF InJ0N(inm) lnimm In mm In/mm NPSC LbsA(g 6 x 4 6.625 12 21/2 11/2 38.5 150x100 168.3 305 64 38 175 6 x 5 6.625 121/2 21/2 11/2 45.4 150x 125 1 168.3 318 64 38 20.6 8 x 5 8.625 16 3 11/2 65.5 200x 125 219.1 406 76 38 29.7 8 x 6 8.625 16 3 11/2 73 200x 150 219.1 406 76 38 33.1 10x6 10.750 19 31/2 1½ 100 250x 150 273.1 1 483 89 38 45.4 10x8 10.750 19 31/2 1½ 127 250x 200 273.1 483 89 38 576 12x8 12.750 22 4 1½ 155 300x 200 323.9 559 102 38 70.3 1200 12.750 22 4 11/2 186 300x 250 323.9 559 102 38 MA This product is not ULJULC Listed or FM Approved. c® III s APPROVED For Listings/Approval Details and Limitations. visit our websito @ www.anvilintl.conr or contact an AnviL1AnvilStar Sales Representative. FIGURE GROOVE X 7084 CLASS 150 Nominal FLANGE I 0 D NIPPLES End I Approx. Size to End Wt. Ea. IflJON(mtfl) In1mm (simm Lbs iKg 1 1.315 3 2.5 25 33.4 76 1,1 1¼ 1.660 4 3.8 32 1 42.2 102 1 1.7 1½ 1.900 4 4.1 40 48.3 102 1.9 2 2.375 4 6.0 50 60.3 102 2.7 21/2 2.875 4 9.2 65 73.0 102 4.2 3 3.500 4 10.4 80 88.9 102 4.7 31/2 4.000 4 14.0 90 1 101.6 102 6.4 4 4.500 6 19.1 100 114.3 152 8.7 5 5.563 6 23.0 125 141.3 152 10.4 6 6.625 6 29.5 150 168.3 152 13.4 8 8.625 6 43.5 200 219.1 152 19.7 10 10.750 8 68.2 250 273.1 203 30,9 12 12.750 8 96.1 300 323.9 203 43.6 14 14.000 * 350 355.6 n * 16 16.000 * * 400 406.4 * 18 18.000 * * 450 457.2 20 20.000 * * 500 508.0 24 24.000 * * 600 609.6 * Contact a Gruviok Representative for dimensions & weights. End to End Approx. Wt. Ea. In1mm Lbs 1Kg 3 76 3.6 1.6 4 102 4.6 2.1 4 102 7.1 3.2 4 102 8.2 3.7 4 102 11.9 5.4 4 102 15.5 7.0 4 102 21.0 9.5 6 152 28.0 12.7 6 152 35.0 15.9 6 152 50.0 22.7 6 152 72.0 32.7 8 203 * 8 203 * This product is not ULJULC Listed or FM Approved. 12/08 (NV U FIG. 7050 u FIG. 7051 U FIG. 7052 U FIG. 7053 900 Elbow* 450 Elbow* 22 1/20 Elbow 11 1/4'Elbow S 8 c to E O.D. FIGURE 7050 Nominal 0 D Center Approx. Size to End Wt. Ea. fn.,DN(mm) InJmw lnimm Lb&A(g 1 1.315 2¼C 0.6 25 33.4 57 0.3 1114 1.660 2%C 1.0 32 1 42.2 70 1 0.5 11/2 1.900 2%C 1.2 40 48.3 70 0.5 2 2.375 3¼C 1.7 50 60.3 83 0.8 2½ 2.875 3% C 2.6 65 73.0 95 1.2 30.0. 2.996 40 3.6 76.1 76.1 102 1.6 3 3.500 41/4 C 4.0 80 88.9 108 1.8 31/2 4.000 41/2 C 5.5 90 101.6 114 2.5 41 0.0. 4.250 40 7.7 108.0 108.0 121 3.5 4 4.500 5 C 7.7 100 114.3 127 3.5 510.0. 5.236 510 10.4 133.0 133.0 133 4.7 Ill 5.500 5¼C 10.9 139.7 139.7 133 4.9 5 5.563 5½C 11.1 125 141.3 140 5.0 610.0. 6.259 60 15.2 159.0 159.0 152 6.9 610.0. 6.500 610 17.4 165.1 165.1 165 7.9 6 6.625 6½ C 16.5 150 168.3 165 7.5 8 8.625 7% C 30.6 200 219.1 197 13.9 10 10.750 9C 53.5 250 273.1 229 24.3 12 12.750 10C 82 300 323.9 254 37.2 14 14.000 21 169.0 350 355.6 533 76.7 16 16.000 24 222.0 400 406.4 610 100.7 18 18.000 27 280.0 450 457.2 686 127.0 20 20.000 30 344.0 500 508.0 762 156.0 24 24.000 36 490.0 600 609.6 914 222.3 CtoE FIGURE 7051 Nominal 0 D Center Approx. Size to End Wt. Ea. inJ0N(mm) !nlmm lnimm LbsA(g 1 1.315 1%C 0.5 25 33.4 44 0.2 1¼ 1.660 1%C 0.7 32 1 42.2 44 0.3 11/2 1.900 1%C 0.9 40 48.3 44 0,4 2 2.375 2 C 1.5 50 60.3 51 0.7 21/2 2.875 21/4 C 1.9 65 73.0 57 0.9 30.0. 2.996 210 2.2 76.1 76.1 64 1.0 3 3.500 21/2 C 3.3 80 88.9 64 1.5 31/2 4.000 2% C 4.3 90 101.6 70 2.0 410.0. 4.250 2½C 4.4 108.0 108.0 83 2.0 4 4.500 3 C 5.4 100 114.3 76 2.4 510.0. 5.236 310 7.3 133.0 133.0 83 3.3 510.0. 5.500 310 7.8 139.7 139.7 83 3.5 5 5.563 31/4 C 9.0 125 141.3 83 4.1 610.0. 6.259 310 10.1 159.0 159.0 89 4.6 610.0. 6.500 310 11.1 165.1 165.1 89 5.0 6 6.625 3½C 11.2 150 168.3 69 5.1 8 8.625 41/4 C 19.8 200 219.1 108 9.0 10 10.750 4%C 34.3 250 273.1 121 15.6 12 12.750 51/4 C 50.0 300 323.9 133 22.7 14 14.000 8% 92.0 350 355.6 222 411 16 16.000 10 117.0 400 406.4 254 53.1 18 18.000 111/4 146.0 450 457.2 286 66.2 20 20.000 121/2 179.0 500 508.0 317 81.2 24 24.000 15 255.0 600 609.6 381 115.7 C too , V C top Cast Fabricated FIGURE 70S2 Nominal 0 D Center O.D. Approx. Size to End Wt. Ea. InjVN(mm) inlmm InJmm LbsiKg 1 1.315 31/4 0.5 25 33.4 83 0.2 1¼ 1.660 1% 0.7 32 42,2 44 0.3 1½ 1.900 1% 0.8 40 1 48.3 44 0.4 2 2.375 17/8C 1.5 50 60.3 48 0.7 21/2 2.875 2 1.9 65 73.0 51 0.9 3 3.500 21/4C 3.2 80 88.9 57 1.5 31/2 4.000 21/2 4.0 90 101.6 64 1.8 4 4.500 2% C 5.3 100 114.3 67 2.4 5 5.563 27/8 7.2 125 141.3 73 3.3 6 6.625 31/8 C 8.2 150 168.3 79 3.7 8 8.625 31/a C 17.8 200 219.1 98 8.1 10 10.750 4/8 30.0 250 273.1 111 13.6 12 12.750 4/8 40.4 300 323.9 124 18.3 14 14.000 5 46.0 350 355.6 127 20.9 16 16.000 5 52.2 400 406.4 127 23.7 18 18.000 51/2 65.0 450 457.2 140 29.5 20 20.000 6 80.0 500 508.0 152 36.3 24 24.000 7 112.0 600 609.6 178 50.8 Nominal 0.!. Center Approx. Size to End Wt. Ea. lnhI3N(mns) InJmm lnlmm U'siKg 1 1.315 1% 0.3 25 33.4 35 0.1 11/4 1.660 1'/8 0.5 32 42.2 35 1 0.2 11/2 1.900 1% 0.7 40 48.3 35 0.3 2 2.375 1% 0.9 50 60.3 35 0.4 21/2 2.875 11/2 1.5 65 73.0 38 0.7 3 3.500 1½ 2.0 80 88.9 38 0.9 31/2 4.000 13/4 2.8 90 101.6 44 1.3 4 4.500 1% 3.3 100 114.3 44 1.5 5 5.563 2 5.0 125 141.3 51 2.3 6 6.625 2 6.5 150 168.3 51 2.9 8 8.625 2 10.0 200 219.1 51 4.5 10 10.750 21/8 14.5 250 273.1 54 6.6 12 12.750 21/4 18.7 300 323.9 57 8.5 14 14.000 31/2 32.1 350 355.6 89 14.6 16 16.000 4 42.0 400 406.4 102 19.1 18 18.000 41/2 53.2 450 457.2 114 24.1 20 20.000 5 65.7 500 508.0 127 29.8 24 24.000 6 96.0 600 609.6 152 43.5 c®us '4~~ APPROVED For Ustlngs/Approvel Details and UnrltOtlons, visit our website 0 wa,anvilintI.com or contact an AnviVAnvilStar Sales Representative. C - Cast malleable or ductile iron, all others are fabricated steel. * 14-24" Standard Radius 900 9 451 Elbows are 1 /, [1 Center to end dimensions and weights may differ from those shown in chart, contact a Gruolok Representative for more information, 12/08 S SLOK U FIG. 7077, U FIG. 7078 & U FIG. 7079 Swaged Nipples EtoE EtoE EtoE T T- Fig. 7077 Fig. 7078 Fig. 7079 GrxGr GrxThd GrxBev FIGURE I Nominal End Approx. Nominal End Approx. Size to End Wt. Ea. Size to End Wt. Ea. !nJON(mm) InJmm Lbs/Kg InJ0N(mm) lnimm LbsiKg 2 x 1 61/2 C 2.0 4x2½ 9 8.0 50x25 165 0.9 100x65 229 3.6 2x1¼ 61/2 2.0 40 9 8.0 50x32 165 0.9 100 x80 229 3.6 2s11/2 61/2 2.0 4x3½ 9 8.0 50x 40 1 165 0.9 100 x 90 1 229 3.6 2½x1 7 3.5 5x2 11 12.0 65 x 25 178 1.6 125 x 50 279 54 2½x1¼ 7 3.5 5x2½ 11 12.0 6502 178 1.6 125x65 279 5.4 2½x1½ 7 3.5 5 x 3 11 12.0 65x40 178 1.6 125x80 279 5.4 2½x2 7 3.5 5x4 11 12.0 65x50 178 1.6 125x 100 279 5.4 3 x 1 8 5.0 6 x 1 12 19.0 80x25 203 2.3 150x25 305 8.6 3X11A 8 5.0 6x1¼ 12 19.0 80 32 203 2.3 150x32 305 8.6 3x1½ 8 5.0 6x1½ 12 19.0 80x40 203 2.3 150x40 305 8.6 3 x 2 8 5.0 6 x 2 12 19.0 80x50 203 2.3 150 x50 305 8.6 3x2½ 8 5.0 6x2½ 12 19.0 80x65 203 2.3 150x85 305 8.6 3½s3 8 7.0 6 x 3 12 19.0 90x80 203 3.2 150x80 305 8.6 4x1 9 8.0 6x3½ 12 17.0 100x25 229 3.6 150x90 305 7.7 4x1¼ 9 8.0 6)(4 12 19.0 100x32 229 3.6 150x 100 305 8.6 4x1½ 9 8.0 6 x 5 12 19.0 100x40 229 3.6 150x 125 305 1 8.6 4x2 9 8.0 100x50 229 3.6 This product is not IJLC Listed. See Fitting Size chart on page 47 for O.D. c®US '4~~ APPROVED For Ustings/Approval Details and Linnitations, visit our website @ www.anvilintl.com or contact on Anvil/AnvilStan Sales Representative. ((-,)~AWIL, U FIG. 7072 - Gr x Gr Concentric Reducers EtoE EtoE IILLI Cast Fabricated FIGURE 7072 CONCENTRIC REDUCER Nominal I End I Approx. I I Nominal End I Approx. Size to End Wt. Ea. Size to End Wt. Ea. lnfDN(mm) InJmm Lbs/Kg Ini0N(nsm) /01mm Lbs/Kg 11/4 X1 ' 21/2 0.6 8x4 5C 9.0 32x25 64 0.3 200x 100 127 4.1 1½x1 21/2 0.6 8 x 5 5 11.5 40x25 64 0.3 200x 125 127 5.2 1½X11/4 21/2 0.6 8x6 5C 10.6 40x32 64 0.3 200x 150 /27 4.8 2s1 21/2 0.8 10x4 6 20 50x25 64 0.4 250x 100 152 9.1 2x1¼ 21/2 13 1.3 10x5 6 20 50x32 1 64 0.6 1 250x 125 1 152 9.1 2x1½ 21/2 C 1.3 10x6 6C 20 50x40 64 0.6 250x 150 152 9.1 2½x1 21/2 1.0 10x8 6 23.9 65x25 154 0.5 250x200 152 10.8 2½X11/4 21/2 1.0 12x4 7 25 65x32 64 0.5 300x 100 178 11.3 2½x1½ 21/2 1.3 12x6 7 29 65x40 64 0.6 300x 150 178 13.2 2½x2 21/2 C 1.6 12x8 7 29 65x 50 64 0.7 300x200 1 178 13.2 3 x 1 21/2 1.2 12x10 7 32.4 80x25 64 0.5 300 x250 178 14.7 3x1¼ 21/2 1.3 14x6 13 54.3 80x32 64 0.6 350x 150 330 24.6 3x1½ 21/2 1.3 14x8 13 54.5 80x40 64 0.6 350x 200 330 24.7 3 x 2 21/2 C 1.4 14x10 13 55.7 80 50 64 0.6 1 350 x 250 330 25.3 3x2½ 21/2 C 1.5 14x12 13 57.3 80x65 64 0,7 350x 300 330 26.0 3½x3 3 1.8 16x8 14 65.4 90x80 76 0.8 400x 200 356 29.7 4 x 1 3 2.2 16x10 14 66.7 100x25 76 1.0 400x250 356 30.3 4x1¼ 3 2.2 16x12 14 68.1 100x32 76 1.0 400x300 356 30.9 4x1½ 3 2.3 16x14 14 71.0 100x40 76 1.0 400x 350 356 32.2 4x2 3C 2.4 18x10 15 82.3 100x50 76 1.1 450x250 381 37.3 4x2½ 3C 2.6 18x12 15 83.6 100x65 76 1.2 450x300 381 37.9 4x3 3C 3.2 18x14 15 86.2 100x80 76 1.5 450x350 381 39.1 4x3½ 3 3.6 18x16 15 87.2 100x90 76 1.6 450x400 381 39.6 5 x 2 31/2 4.6 20 x 10 20 123.0 125x50 89 2.1 500x250 508 55.8 5 x 21/2 31/2 4.5 20 x 12 20 125.0 125x65 89 2.0 500x300 508 56.7 5 x 3 31/2 4.4 20 x 14 20 129.0 125x80 89 2.0 500X350 508 58.5 5 x 4 31/2 C 4.5 20x16 20 131.0 125K 100 89 2.0 500x400 508 59.4 6 x 1 4 6.8 20x18 20 133.0 150x25 1 102 3.1 500x 450 508 60.3 6x1½ 4 6.9 24x10 20 147.0 150x40 102 3.1 600x 250 508 66.7 6 x 2 4 C 6.0 24 xl 2 20 149.0 150x50 102 2.7 600x300 508 67.6 6 x 21/2 4 6.0 24 x 14 20 152.0 150 x 65 102 2.7 600 x 350 508 68.9 6 x 3 4 C 5.4 24 xl 6 20 153.0 150x80 102 2.4 600x 400 508 69.4 6 x 4 4 C 5.6 24 xl 8 20 154.0 150x 100 102 2.5 600x450 508 69.9 6 x 5 4 C 6.0 24 x 20 20 155.0 150x 125 102 2.7 600x500 508 70.3 8 x 3 5 12.0 C - Cast malleable or ductile iron, all others 200x80 127 55 are fabricated steel. 12/08 ANii_Btarve FIG. 7000* Lightweight Flexible Coupling JN'1I Fire Products Division of Anvil International The Gruvlok® Figure 7000 Lightweight Coupling is designed for applications where system flexibility is desired. The Figure 7000 Lightweight Coupling is approximately 30% lighter in weight than the Figure 7001 Coupling. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed and FM approved pressure ratings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar Representative. The Figure 7000 Lightweight Coupling with a Pre-Lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". c®us APPROVED For Lishnt/Approvul Details and Limitations, visit our wobsite at www.onoilstor.com or contact on Arrvif/ArrviISlor'° Sales Representative. -Available galvanized. When ordering, refer to product as FP7400. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an AnvilStar Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range((-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. Grade "E" EPDM (Green color code) -40°F to 230°F (Service Temperature Range)(-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Style Flush Gap (1'/4"-8') PROJECT INFORMATION APPROVAL STAMP Project: J Approved Address: Lj Approved as noted Contractor: Lj Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: 5/09 AN7ti..Star FIG. 7000* Lightweight Flexible Coupling AWIL Fire Products Division of Anvil International 6~) FIGURE 1J.I.I,I LIGHTWEIGHT COUPLING Nominal Pipe Max. Max. End Range of Deflection From Q Coupling Dimensions Coupling Bolts Specified Torque § Approx. Size O.D. Working Pressure Load Pipe End Separation Per Coupling Pipe Wt. Ea. X Y Z Qty. Size Mm. Max. In /DN(mm) In/mm PSI/bar Lbs/kN In/mm Degrees In/Fl In/mm In/mm In/mm In/mm Ribs/Nm Lbs/Kg 11/4 1.660 600 1,299 0-1/ 40 19 0.90 2/4 43/s 1/4 2 %x 21/4 30 45 1.4 32 42.2 41.4 5/8 03.2 75.3 70 Ii! 44 - MlOx57 40 60 0.6 lilt 1.900 600 1,101 0-1/8 3° 46' 0.79 3 41/8 1/4 2 3/ax 21/ 30 45 1.5 40 48.3 41.4 7.57 0-3.2 65.7 76 117 44 M10x57 40 60 07 2 2.375 600 2,658 0-1/8 3°]' 0.63 31/2 51/ 13/4 2 %x 21/4 30 45 1.7 50 60.3 41.4 11.82 0-3.2 52.6 89 140 44 6170x57 48 60 0.8 21/2 2.875 600 3,895 0.1/8 20 29 0.52 4 51/4 P/ 2 %x 21/4 30 45 1.9 65 73.0 41.4 17.33 0-3.2 43.3 102 146 44 M18x57 40 60 0.9 30.0. 2.996 600 4,230 0½ 2' 23 0.50 4 6¼ 1¼ 2 ¼x2¼ 80 100 2.3 76.1 76.1 41.4 18.82 0-3.2 41.6 102 156 44 - M10x 57 110 150 1.0 3 3.500 600 5,773 0-1/8 2° 3' 0.43 41/8 6/4 1/4 2 1/2 x 21/4 80 100 2.9 80 88.9 41.4 25.68 0-3.2 35.8 /17 i/I 44 - MI2x70 110 150 1.3 4¼ 0.0. 4.250 600 8.512 014 3'22' 0.70 5½ 7¼ 2 2 ½x3 80 180 4.0 108.0 108.0 41.4 37.86 0-6.4 58.7 140 197 51 - M12 x 76 110 150 1.8 4 4.500 600 9,543 0-¼ 30 11' 0.67 51,4 81/8 2 2 1/2 x 3 80 100 4.6 100 114.3 41.4 42.45 0-6.4 55.5 149 206 51 - M12x/6 110 150 2.1 5/40.0. 5.236 500 10,766 014 2°44' 0.57 6½ 91'11ri 2 2 ¼x3½ 100 /30 5.7 133.0 133.0 34.5 47.89 0-6.4 47.7 165 232 51 - M]6 x85 135 175 2.6 5½0.O. 5.508 500 11,879 0-4 2-'36' 0.54 61,11; 9% 2 2 %x3½ 100 130 6 139.7 139.7 34.5 52.84 0-6.4 45.4 171 238 51 - Ml 6 x 85 135 175 2.7 5 5.563 500 12,153 014 2° 35' 0.54 7 91/8 2 2 Vax 31/2 100 130 6.1 /25 /41.3 34.5 54.06 06.4 45.1 178 244 31 - M16x85 135 175 2.0 6½0.0. 6,259 500 15,384 0% 2"!!' 0.48 7½ 10/5 2 2 9143½ 100 130 6.7 159.0 159.0 34.5 68.43 0-6.4 39.8 191 264 51 M16 x85 135 175 3.0 6550.0. 6.500 500 /6,592 0-53 2"12' 0.46 7% 1054 2 2 5143½ 100 130 7.0 165.1 165.1 34.5 73.80 0-6.4 34.8 197 273 51 - M16 x85 135 175 3.2 6 6.625 500 17,236 014 2° 10' 0.45 8 11 2 2 S/ix3l/t 100 130 8.1 150 168.3 34.5 76.67 0-6.4 37.8 203 279 51 - M16x85 135 175 3.7 8 8.625 500 29,213 0-1/4 l' 40'0.35 10 131/4 2% 2 34 x 41/a 130 180 14.2 200 219.1 34.5 /29.95 0-6.4 29.1 264 337 60 - M20,010 175 245 6.4 5/09 Not for use in copper system. § - For additional Bolt Torque information see Technical Data Section. Other sizes available, see Gruvlok Catalog or contact an AnvilStar Representative. WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvioke XtremevM Lubricant is required. c®us APPROVED For Listing/Approval Details and Limitations, ON 50 and DN200 visit our websire or vnnv.ovvilstercom or contact sizes are VdS approved. an Mvit/AnvilStor° Soles Representntive. -Available galvanized. When ordering, refer to product as FP7400. iNJELStar' FIG. 7400* Rigidlite® Coupling Fire Products Division of Anvil International The Gruvlok® Figure 7400 Rigidlite Coupling is specially designed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. Fast and easy swing-over installation of the rugged lightweight housing produces a secure, rigid pipe loint. The Figure 7400 Rigidlite Coupling is UL/ULC Listed and FM Ap- proved for fire protection service in both wet and dry systems, with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifica- tions. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed and FM approved pressure ratings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar Representative. The Figure 7400 Rigidlite Coupling with a Pre-Lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended For use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 S ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an AnvilStar Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. Grade "E" EPDM (Green color code) -40'F to 230°F (Service Temperature Range)(-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Style Flush Gap (1/4" - 8") PROJECT INFORMATION Project: D Approved Address: J Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: 5/09 ANJi_Star FIG. 7400* Rigidlite® Coupling Fire Products Division of Anvil International FIGURE II[c Nominal Pipe Max. Range of Coupling Dimensions Max. Coupling Bolts Specified Torque § Approx. Size 0.0. Working Pressure Pipe End End Load Separation X Y Z Wt. En. Qty. Size Mm. Max. InjDN(mm) In./mm PSi/bar Lbs./kN In./mm in1mm in./mm In /mm In1mm FL -1 bsiN-m Lbs./Kg 1¼ 1.660 300 649 21/a 43/4 1'/4 2 s/tx 21/4 30 45 1.3 32 42.2 20.7 2.89 0-3.2 67 121 44 1,11/0x57 40 60 0.6 11/2 1.900 300 851 0-lIt 2I8 4/It 1l4 2 3/8x2¼ 30 45 1.4 40 48.3 20.7 3.78 0-3.2 73 124 44 M10x51 40 60 0.6 2 2.375 300 1,329 Q.% 3I/ 51/2 1/4 2 Vax 21/4 30 45 1.6 50' 60.3 20.7 .5.91 0-3.2 83 140 44 M10x5/ 40 60 0.7 21/2 2.875 300 1,948 0-55 31/s 6 11/4 2 Vax 2/4 30 45 1.9 65 13.0 20.7 8.66 0-3.2 98 152 44 M10x57 40 60 0.9 30.0. 2.996 300 2,//5 016 4 5½ /3-4 2 38521/4 30 45 . 1.9 76.1 16.1 20.7 9.41 0-3.2 102 149 44 M10 ox 57 40 60 0.9 3 3.500 300 2,886 0-1/8 41/2 61/4 /3/4 2 /xx 21/4 30 45 2.1 80 88.9 20.1 12.84 0-3.2 114 /71 44 M10x70 40 60 1.0 4 4.500 300 4,171 055 5/8 7114 1% 2 3/ x23/4 30 45 3.1 100 114.3 20.7 21.22 0-6.4 /43 /97 48 M/0x70 40 60 1.4 5¼ 0,0. 5.500 300 7,127 016 6¼ 91 1;' 2 2 ¼2x3 80 100 4.5 139.7 139.7 20.7 31.70 0-6.4 171 235 51 M12 376 110 150 2.0 5 5.563 300 7,292 0-1/4 6% 91/4 2 2 '/233 80 100 4.6 125 141.3 20.1 32.44 0-6.4 /15 235 51 4112x76 1/0 150 2.1 65/0.0. 6.500 300 9,955 016 755 10½2 2 5/x3 80 100 5.5 165.1 165.1 20.7 44.28 0-6.4 200 264 51 M12 x76 110 150 2.5 6 6.625 300 10,341 0-55 71/8 10/s 2 2 1/2 x3 80 100 5.5 150 /68.3 20.7 46.00 0-6.4 200 264 51 M/2x76 I/O /50 2.5 8 8.625 300 11,528 0.1/8 10¼ 121/4 2/a 2 1/2 x3 80 100 8.4 2001 212.1 20.7 77.97 0-3.2 260 324 60 - M12x76 1/0 /50 3.8 5/09 Note: 7400 Grade "E" EPDM gasket is required for use in copper system. DN 50 and DN 200 sizes are VdS approved. § - For additional Bolt Torque information see Technical Data Section. Other sizes available, see Gruviok Catalog or contact on AnvilStar Representative. ,WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvloke Xtreme Lubricant is required. HANGERS AND BRACING MATERIAL 0 Fig. 1000 - "Fast Clamp" Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System r Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 lPS.* Pipe size used for bracing: 1" and 11/4 Schedule 40 'PS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the "braced pipe attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Maximum Design Load 1" thru 4" pipe size - 2015 lbs. 6" size - 1265 lbs. FM Approved Design Loads" 1" - 21/2" - 600 lbs. 3" - 4" - 700 lbs. C®US LISTED TOLCOO brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737,5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.toIco.com Fig. 980 - Universal Swivel Sway Brace Attachment C®US LISTED Size Range - One size fits bracing pipe 1 thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4 thick. Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concen- tric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.35.9,1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional 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, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. ed M To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Appovedby Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp 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 Note - Available in Electro-Galvanized finish. / /2 Order By - Figure number and finish. .-- PATENT #6,273,372, PATENT #6,517,030, PATENT #6,953,174, PATENT#6,708,930, PATENT #7,191,987, PATENT #7,441,730 Lateral Brace Dimensions • Weights Max. Design **Max. Design Approx. A B H* Load Lbs. Load Lbs. (cULus) (FM) 51/4 1/8 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. ** Load shown is allowable with brace installed, between 300 - 90 0 No reduction of load based on brace angle is required. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, pans or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 95.737.0330 CUSTOMER SERVICE • 800.786.5256 www.tolco.com SHOWN WITH FIG. 060 BRACEE/INGTO PIPE BRACE (ALONG BEAM) C®US LISTED Component of State of California OSHPD Approved Seismic Restraints System Fig. 800 - Adjustable Sway Brace Attachment to Steel Size Range - 4' thru 18 beam width Material - Carbon Steel Function - Seismic brace attachment to steel. Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions - The Fig. 800 is the structural attachment com- ponent of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe and a TOLCO braced pipe' attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO tran- sitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD), For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. SHOWN 'MTh FIG. 980 BRACE FITTING TO PIPE BRACE (ACROSS BEAM) Dimensions • Weights Max. Design Loads/Lbs. (cULus) *Max. Design Loads/Lbs. (FM) Fits Beam Along Across Along Across Size Range (In.) Beam Beam Beam Beam 1 4-6 1265 2015 2800 2800 2 6-8 1265 2015 2800 2800 3 8 -10 1265 2015 2800 2800 4 10-12 1265 2015 2800 2800 5 12-14 1265 2015 2800 2800 6 14-16 1265 2015 2800 2800 7 16-18 1265 2015 2800 2800 Dimensions • Weights Max. Design Loads/Lbs. (cULus) *Max. Design Loads/Lbs. (FM) Flange Thickness Along Across Along Across Type Max. (In.) Beam Beam Beam Beam 1 3/4 1265 2015 2800 2800 2 11/4 1265 2015 2800 2800 * Load shown is allowable with brace installed, between 30° - 90°. No reduction of load based on brace angle is required. S TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing ccmponents, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does Ni warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which ae not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • 'H: 9517375599 • FAX 95-.737,0330 CUSTOMER SERVICE • 800 786.5266 www.folco.com Fig. 200 - "Trim line" Adjustable Band Hanger Fig. 200R (Import) - "Trimline" Adjustable Band Hanger wlRetainer Ring Size Range - 1/2 thru 8 pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2 thru 2) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. (21/2 thru 8) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2' thru 8') in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4' thru 8). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. S Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/8 2% 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 3/8 2/8 400 12 11/4 3/8 8mm or 10mm 33/4 2/8 400 13 1112 3/8 8mm or 10mm 37/8 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 5/8 4 600 29 3½ 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786,5265 www.toko.com Dimensions • Weicihts Rod Size Outside Diameter Approx. WtJ100 3/8 11/16 .6 1/2 7/8 1.3 5/8 11/16 2.4 3/4 1¼ 4.0 Fig. 113 - Standard Hex Nut Size Range - Size 1/4 thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wt/ioo 1/4 7/16 1/2 7/32 .7 5/16 1/2 37/64 17/64 1.1 3/8 9/16 21/32 21/64 1.6 1/2 3/4 55/64 7/16 3.7 5/8 15/16 13/32 35/64 7.3 3/4 11/8 15/16 41/64 12.0 7/8 1/16 1/64 3/4 19.0 1 11/2 1/4 55/64 28.0 11/4 1/8 211/6. 11A6 54.0 11/1, 21/4 219/32 1/32 94.0 Fig. 115 - Flat Washer Size Range - Size 1/4 thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Fig. 114- Heavy Hex Nut Size Range - Size 1/4 thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electra-Galvanized and HDG finish or Stainless Steel materials. Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness Wtj, 00 1/4 1/2 37/64 15/64 1.2 5/16 9/16 21/32 19/64 1.7 3/8 11/16 51/64 23/64 3.1 1/2 7/8 11/6 31/64 6.5 5/8 11A6 115/64 39/64 12.0 3/4 11/4 129/64 47/64 19.0 7/8 1/i 121/32 55/64 30.0 1 1/8 1/8 63/64 43.0 11/4 2 2A6 1/32 79.0 11/2 23/8 23/4 115/32 131.0 Fig. 117- Lock Washer Size Range - Size 3/8 thru 3/4 bolt Material - Carbon Steel Finish - Plain Note - Available in Electra-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish 0 Dimensions • Weights Rod Size Outside Diameter Approx. Wt.I100 1/4 3/4 .7 5/16 7/8 1.5 3/8 1 3.9 1/2 1% 7.7 5/8 13/4 7.3 3/4 2 11.0 7/8 21/4 19.0 1 23/4 22.0 11/4 3 26.0 1112 31,5 39.0 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.folco.com FIG. 98 Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 O Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8 thru 7/8 hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO a,,, err,, e Qe+rr, r,+ Q, ,c.+rnc. ( I I rlr.i nne IJCl0l1Ill..I i toot, all it IJYOLC.' 10 '..AUI'.ACIII 00 Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. - Order By - Figure number ' - ----L[ Component of State of California OSHPD Approved Seismic Restraints System Fig. 99 - All Thread Rod Cut to Length Size Range Secures 3/8 thru 7/8' rod in 1' increments .Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in ElectroGalvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Size Range - Secures 3/8' thru 1112" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Fig. 100 -All Thread Rod Full Lnnth Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt./100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwiolco.com 1-1 T. '•' .: . cj onj @ TI_O 1 . wwwlEo. W. Fig. 75 - Swivel Attachment Size Range - 3/8 Rod Attachment Material - Carbon Steel Function - There are three recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to anchor bolt, beam clamp, etc. May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2002) Sec 9.1,2.5. May be used as an upper attachment with short hanger rod to omit seismic bracing (per UBC97). Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support up to 4' pipe. Meets requirements of Uniform Building Code (UBC) 1997 Table 0, Section 3.13. Finish - Electro-Galvanized Order By - Figure number PATENT PENDING Im May be used as a structural attachment component of a ' :sed rco rei'èCreTer branci line restraint -A13 ,. 175 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951 737 5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5286 www.folco.com FI'J. fV( 0'/ FIG. 70S tIL. I I Fig. 70 - Steel Rod Coupling Fig. 7013 - Steel Reducing Rod Coupling Fig. 70S - Short Pattern Steel Rod Coupling Fig. 71 - Steel Window Rod Coupling Size Range - 1/4 thru 11/2" rod Material - Carbon Steel Function - Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish - Electro-Galvanized Note - Available in HDG finish or Stainless Steel materials. Fig. 70 Dimensions • Weiahts Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 1/4 7/8 240 2 5/16 13/4 300 13 3/8 1/4 610 11 1/2 1V4 1130 11 5/8 21/8 1810 16 3/4 21/4 2710 27 7/8 2½ 3770 57 . 1 23/4 4960 70 1½ - 11/2 - Consult factory for specifications Fig. 70R Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 3/8x1/4 7/8 240 4 1/2x3/8 13/4 610 7 5/8 x 1/2 2½ 1130 14 3/4x5/8 21/4 1810 21 7/8x3/4 21/2 2710 40 Fig. 70S/Fig. 71 Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 3/8 11/8 610 4 1/2 11/4 1130 6 For rod sizes 5/8 to 1 - consult factory 0 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 9517375599 • FAX: 9517370330 CUSTOMER SERVICE • 8007865288 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8 thru 7/8 rod by 4 thru 16 length.* 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 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size .being used with beam clamp Note - Minimum return on Strap: 1. Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 1/2 9/16 Specify Specify 2 5/8 11/16 3/4 13/16 Specify Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. compDnent of State of California OSHPD Approved C US LISTED Seismic Restraints System S OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 65 Dimensions • Weights Rod Size A B C D E F Max. Rec. Load Lbs.* Approx. Wt./100 3/8 13Ae 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 1112 3/4 1 9/16 11/4 1130 55 Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13A6 11/4 1 7/16 1 610 28 1/2 1112. 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Component of State of California OSHPD Approved c@ US LISTED Seismic Restraints System Size Range - (Fig. 65 and Fig. 66) 3/8, 1/2 and 5/8 rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4 (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8 rod will support 1/2 thru 4 pipe, 1/2 rod will support 1/2 thru 8' pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 I* * Max. loads for clamp with set screw in up or down position OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.706,5265 www.tolco.com I* Fig. 25 - Surge Restrainer C®U$LISTED Size Range - One size fits 3/4 thru 2 pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2007 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed paly when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4 thru 2. Patent #5,344,108 I. 'I I: 1; /1 '-7 OFFICEIMANUFACTURINC FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.7865266 wwwtolco.com • Fig. 6 - Riser Clamp c®tisusi& Fig. 6F - Felt Lined Riser Clamp Fig 6PVC - PVC Coated Riser Clamp Size Range - (Fig 6) 1/2 thru 20 pipe (Fig 6F) 1/2 thru 21/2 copper tubing (Fig 6PVC) 1/2 thru 6 pipe Material - Carbon Steel Insulation Material - (Fig 6F) 3/16 felt Function - Used for supporting vertical piping Approvals - Underwriters Laboratories Listed in the USA (UL) Canada (cUL) 112 8 Factory Mutual Engineering Approved 3/4 thru 8 Conforms to Federal Specification WW-H-1 71 E Type 8 3/4 thru 20 and Manufacturers Standardization Society SP 69 Type 8 Maximum Temperature - 650'F Finish - Plain Fig 6 Note - Available in Electro-Ga Ivan ized and HDG finish or Stainless Steel materials. Order By - (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory. • Fig. 6PVC Fig. 6F Dimensions 'Weights Pipe Max. Rec. Approx. Size A B C Bolt Size Load Lbs. Wt./100 1/2 91/4 1/2 11/a 3/8 255 144 3/4 91/4 1/2 11/8 3/8 255 144 1 9'½ 1/2 1¼ 3/8 255 147 11/4 911/ia 1/2 1 y 3/8 255 150 11/2 103/a 1/2 1½ 3/8 255 153 2 10N 1/2 2 3/8 255 165 2½ 11 5/8 21/4 3/8 390 228 3 12 5/8 3 3/8 530 246 31/2 13 5/8 31/4 1/2 670 264 4 131/2 3/4 33/8 1/2 810 347 5 141/2 3/4 43/a 1/2 1160 385 6 151/8 7/8 47/8 1/2 1570 564 8 181/2 1 53/4 5/8 2500 1017 10 201/4 1 71/4 5/8 2500 1138 12 22Y4 1 8¼ 5/8 2700 1759 14 24 1½ 9 5/8 2700 1922 16 26 11/8 101/4 3/4 2900 3245 18 28 11/4 111/2 3/4 2900 3372 20 30 13/8 121/2 3/4 2900 3499 OFF10EIMANUFACTURING FACILITY 1375 SAMPSON AVE. . CORONA, CA 92879 • PH: 951.737.5599 . FAX: 9-51,737 0330 Is CUSTOMER SERVICE 800,786,5266 www.toko.com Longitudinal Brace S Fig. 4L c®usLISTED Longitudinal "In-Line" Sway Brace Attachment Size Range - 2" through 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cLJL) 2' - 8". Approved by Factory Mutual Engineering (FM), 2" 8' pipe. Installation Instructions - The Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the bracing pipe and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. mensions • Weights Max. Rec. *Max Rec. Sizes A C D Bolt Load Lbs. Load Lbs. Approx. Size (cULus) (FM) Wt./100 21/- 67Ae 21/2 23/4 1/2 2015 3000 253 3 7 23/4 3V16 1/2 2015 1550 268 4 81/2 33/4 3W16 1/2 2015 1550 348 5 93/4 37/8 4% 1/2 2015 1450 380 6 111/2 5 51/8 1/2 2015 1450 640 8 131/4 611A6 61/8 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 30° - 90° No reduction of load based on brace angle is required. FM approved when used with 1", 11/4", 1112' or 2" Sch. 40 brace pipe. 4-Way Riser Brace (Plan view) TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH. 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com :l9frtft 8 gr 9 :. IiFer: :FE Ail 4 tc• E.'d/. w8 9a' 5s4 'w t884 k8s8 PH Fig. 4A - Pipe Clamp for Sway Bracing Compone it of State of Us LISTED Seismic Restraints System Size Range - 4" thru 8' pipe. For sizes smaller than 4" use TOLCOTM Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD), Installation Instructions - The Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish .- Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish S O Fig. 4A - Longitudinal Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Dimensions • Weights Pipe Sizes A 8 C D Bolt Size Max. Horizontal Design Load Approx. wt./100 4 8½ 9/16 3/8 311/is 1/2 2015 221 5 9V4 9/16 37A 4Y8 1/2 2015 253 6 11½ 5/8 5 51/8 1/2 2015 513 8 131/4 3/4 611A 6½ 1/2 2015 601 OFFICE/MANUFACTURING FACILITY. 1375 SAMPSON AVE. - CORONA, CA 92879. PH: 951.737.5599 FAX: 951.737.0330 CUSTOMER SERVICE 800,786,5266 www.tolco.com Product Features The Sammy X-Press expands to provide Installs in seconds, saving time & direct vertical attachment in: installation costs. 6,935,e21 - Metal Deck (22-16 gauge) - Z-Purlin (18-16 gauge) Use in applications where access No to the back of the installed fastener is The Sammy X-Press Swivel allows you prohibited. ie. metal roof deck, tubular to hang plumb in extreme roof pitches: steel, or vapor barrier fabric. - 89° in Z-Purlin )SWXP) - 45° in metal deck for 12/12 pitch Less jobsite material needed. Patent Pending for • The Sammy X-Press Sidewinder expands No retaining nut required, e(tt.eme to provide horizontal attachment in: )Pat.ant Pending -16 ga - 3/16° steel - purlin, tubular Provides design flexibility. or varta8tt steel roof pitches Rod , time A13P1168315111 VERTICAL MOUNT lid" ureiore VP IIAC 09 ,, 185 (Luminaire) .027' - °' 250 (Luminaire) .056" 850(2W Pipe) 940 IT Pipet 027° 4. <> 3/8" 8150922 XP 20 X-Press20 1148(22ga) 185 (Luminalre) 1475 (4' Pipe) .027" .125" 25 125 Metal Deck 250 (Luminaire) 283 (ConduitS Cable) .056 1250)3W Pipe) .060" L '°°' 3/8° 8153922 XP 35 X-Press 35 1783116 gal 85 )Luminaire) 940 (2" Pipe) .105" .125' 25 125 Purlin 250 (Luminaire) 1475 (4" Pipe) .027" 416 (ConduitS Cable) .056" 750 (2" Pipe) 170 vertical (Luminaire) ' 3/8° 8294922 SXP2O Swivel X-Press20 1061 (22 ga Verfical) 80@45°(Lum)nabe) 635 (2"Pipe( .027° .125° 25 125 Metal Deck $29 (45* Off Vertical) 283 vertical (Conduit & Cable) 233 @45° (Conduit & Cable) 1250)3W Pipe) £l.. 1675 16 Vertical) 3/8° 8295922 SXP 35 Swivel X-Press 250 vertical (Luminaire) 80 @90° (Luminaire) 635 (2' Pipe) .125" 25 125 .060' Pu/in 1558 '85" Off Vertical' 500 vertical (Conduit & Cable) - 333 @ 89° (Conduit & Cable) r Pro -Pour Structural Conrrete@ 3000 psi Meg D & 3/8' 8150922 XP 20 Sammy X-Presn20 1146(22ga) 850(2%Pipe) 25 125 Metal Deck L Post -Pour Range II LWCC 35 PCF )lbs/ft) (Post-Pour) IZONTAL MOUNT 1250 (31/2" Pipe) 3/8" 8293957 SWXP 35 Sidewinder X-Press 35 1798)16 ga) 80 (Luminaire) .060" .125" 25 125 Purlin 416 )Conduit & Cable) Pre-Pour Structural Concrete 1/8301)0psi Post-Pour Range II LWC5 35 PCF )tbol IP) UXPIT Patent Pending 4 L,.v)4_QjJXfrTUnivercal X Press It Tool • , 81r5u1U RXPIT Retro Socket for 8151910 1 - )(PDR 25164" Drill Bit 1 j To watch a video demonstration of the Sammy X-Press visit httpi/wwwsammysuperscrewcomlsammyxpress htm "Too/includes: Sleeve, Bit Receiver, Hex Wrench, and 25/64 Dill Bit V For the most up to date information, visit www,sammysuperscrew.com 8 its ;; MADE IN USA Attached are page(s) from the 2008 Hilti North American Product Technical Guide. For complete details on this product, including data development, product specifications, general suitability, installation, corrosion, and spacing & edge distance guidelines, please refer to the Technical Guide, or contact Hilti. Hilti, Inc. 5400 South 122rd East Avenue Tulsa, 01< 74146 0 1-800-879-8000 www.hilti.com Ll PROFIS: The World's Most Powerful Anchor Design Software Easy to Learn - Start working in just minutes Fast and Powerful - Produce detailed designs quickly Specify with Confidence - The largest number of approvals and latest design codes No charge. Download now at www.us.hilti.com or www.hilti.ca Firestop Systems When it comes to Life Safety and building code compliance, Hilti provides complete solutions with a wide range of products and unmatched technical support. Flrestop Systems Guides - Through Penetrations - Joint Penetrations FACT Program FS 411 BASIC Training Engineering Judgements Firestop Design Center online at www.us.hilti.com or wwwiilltl.ca Hilti Diaphragm Deck Design The Hilti Diaphragm Deck Design Program allows designers to quickly and accurately design roof deck and composite floor deck diaphragms. Ability to design with innovative Hilti fasteners for frame and sidelap connection Creates easy to use load tables with span ranges based on user input Allows for different safety factors depending on load type, building code and field quality control Direct link to Hilti website Hilti Online Technical Library Design Centers Interactive Product Advisors Full-line Product Catalog Online Ordering Maps to Hilti locations "Contact Us" program to answer your questions Ml - Industrial Pipe Support Technical Guide A guide to specifying the Hilti modular pipe support system for medium to heavy loads without welding. MI System is the ideal solution for pipes up to 24 in. diameter Reliable fastenings without welds Easily installed Hilti, Inc. (US) 1-800-879-8000 1 www.us.hliti.com I on español 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 I www.ca.hllU.com I Product Technical Guide 2008 4.3.8.1 Product Description The Hilti HDI/HDl-L Drop-In anchor is an internally threaded, flush mounted expansion anchor for use in concrete. Product Features Intelligent expansion section adapts to the base material and reduces number of hammer blows up to 50% (HDI-L) Guide Specifications Listinas/AoDrovals City of Los Angeles Research Report No. 23709 (HDI Only) FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8 - 3/4") (HDI and HDI-L) UL (Underwriters Laboratories) UL 203 Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4") _Mechanical _____________ Systems _________________ 4.38 HDI & HDI-L Drop-In Anchor 4.3.8.1 Product Description 4.3.8.2 Material Specifications 4.3.8.3 Technical Data 4.3.8.4 Installation Instructions 4.3.6.5 Ordering Information HDI Anchor, setting tool and Hilti drill bit form a matched tolerance system to provide reliable fastenings Allows shallow embedment without sacrificing performance Lip provides flush installation, consistent anchor depth, and easy rod alignment (HDI-L) Lip allows accurate flush surface setting, independent of hole depth (HDI-L) Ideal for repetitive fastenings with threaded rods of equal length Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type Ill. Anchors shall be Hilti HDl/HDl-L anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors as per manufacturer's recommendations. 4.3.8.2 Material Specifications HDI/HDI-L, 1/4", 3/8", 1/2", and HDI 5/8" and 3/4" are manufactured from mild carbon steel which is plated with a zinc finish for corrosion protection in accordance with ASTM B 633, SC 1, Type Ill HDI Stainless Steel material meets the requirements of AlSI 303 4.3.8.3 Technical Data HDI/HDI-L Specification Table HLHIHDI-L HDI Anchor ______ 1/4 3/8 1/2 5/8 314 Size in. Details (mm) (6,4) (9.5) (12.7) (15.9) (19.1) dbft Nominal Bit diameter in. 3/8 1/2 5/8 27/32 1 hnom Std, depth of embed. in. 1 1-9/16 2 2-9116 3-3/16 Anchor length (mm) (25) (40) (51) (65) (81) h1 Hole depth fth Useable thread in. 7/16 5/8 11/16 7/8 1-3/8 length (mm) (11) (15) (17) (22) (34) Threads per inch 20 16 13 11 10 h mm. base material in. 3 3-1/8 4 5-1/8 6-3/8 thickness (mm) (76) (79) (102) (130) (162) Tm max, tightening ft-lb 4 11 22 37 80 torque (N m) (5.4) (14.9) (29.8) (50.2) (108.5) Combined Shear and Tension Loading (Nd \513 (Vd :5 1.0 (Ref. Section 4.1.2.7) \Nreci \t/rec j 362 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I on español 1-800-879-5000 1 Hilti (Canada) Corp 1.800-363-4458 1 www.hiltLca I Product Technical Guide 2008 MecIiinifl.I Anchoring Systems -- HDI & HDI-L Drop-In Anchor 4.3.8 Carbon Steel HDI Allowable Loads in Concrete nnhorSirr 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) ln.(mm( Tension lb (RN) Shear lb (kN) Tension lb (RN) Shear lb (RN) Tension lb (RN) Shear lb (RN) HDI HDl-L HUI HDI-L HDI I HDI-L HDI HDI-L 1101 HDl-L HDI HDI-L 1/4 (6.4) 500) 2.2) 500(2.2) 450( 8.0) 450(8.0) 570( 2.5) 570(2.5) 625) 2.8) 625(2.8) 790) 3.5) 790) 3.5) 700) 3.1) 700) 3.1) 3/8 (9.5) 890) 4.0) 890(4.0) 965( 4.31 965(4.3) 1115( 5.0) 1115(5.0) 1250( 5.8) 1250(5.6) 1360) 6.0) 1360) 6.0) 1500) 6.7) 1500) 6.7) 1/2 (12.7) 112 0( 5.0) 1120(5.0) 1500) 6.7) 1500.7) 1785( 7.9) 1785(7.9) 2125) 9.5) 1040(8.6) 2345(10.4) 2345(10.4) 2500(11.1) 2500(11.1) 5/8 (15.9) 1875) 8.3) - 2500(11.1) - 2920(13.0) - 3250 (14.5) - 3715(16.5) - 3750(16.7) - 3(4 (19.1) 2500(11.1) - 3875(17.2) - 4065(18.1) - 5000(22.2) - 5565(24.8) - 5500(24.5) - Note: The ultimate shear and allowable shear values are based on The use of SAE Grade 5 bolts, (fy = 85 ksi, Fun = 120 ksi) with the exception 01 th 1/4 HDVIIDI-L in Vc = 5000 psi concrete which C based upon the use of a SAE Grade B bolt (f1 = 120 kol, Fdt = 150 ksl). Carbon Steel HDI Ultimate Loads in Concrete Anchorsiza 2000 psi (13.6 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) ln.(mm) Tension lb (RN) Shear lb (kN) Tension lb (RN) I Shear lb (RN) Tension lb (RN) Shear lb (kN) HDI HDI-L. HDI HDI-L 1101 HDI-L HDI HDI-L HDI HDI-L HDI HDI-L 1/4 ( 6.4) 1995) 8.9) 1995 (8.9) 1800) 6.0) 1800( 8.0) 2270(10.1) 2270(10.1) 2500(11.1) 2500(11.1) 3150(14.0) 3150(14.0) 2800(12.5) 2800(12.5) 3/8 ( 9.5) 3555(15.8) 3555(15.8) 3850(17.1) 3850(17.1) 4480(19.8) 4460(19.8) 5000(22.2) 5000(22.2) 5430(24.2) 5430(24.2) 6000(26.7) 6000(26.7) 1/2 (12.7) 4470 (19.9) 4470(19.9) 6000(26.7) 6000(26.7) 7140(31.8) 7140(31.8) 8500(37.8) 7150(34.4) 9375(41.7) 9375(41.7) 10000(44.5) 10000(44.5) 5/8 (15.9) 7500(33.4) - 0000(44.5) - 11665(52.0) - 13000(57.8) - 14865)66.1) - 15000(66.7) - 3/4 (19.1) 10000(44.5) - 5500(69.0) 1 - 16260(72.3) - 20000(89.0) - 22250(99.0) - 22000(97.9) - Carbon Steel HDI Allowable Loads in Lightweight Concrete and Lightweight Concrete over Metal Deck1'2 Anchor Size Anchor Installed in 3000 psi (20.7 MPa) Lt. WI. Concrete3 Anchor Installed Through Steel Deck Upper Flute into 3000 psi (20.7 MPa) Lt. Wt. Concreted Anchor installed Through Steel Deck Lower Flute Into 3000 psi (20.7 MPa) LI, WI. Concrete in. (mm) Tension, lb (RN) Shear, lb (RN) Tension, lb (RN) Shear, lb (RN) Tension, lb (RN) Shear, lb (RN) 1/4(6.4) 465 (2.1) 340(1.5) 530 (2.4) 335(l.5) 375(l.7) 250(l.1) 3/8(g.5) 755 (3.4) 940 (4.2) 880 (3.9) 1010(4.5) 500 (2.2) 500 (2.2) 1/2(12.7) 1135 (5.0) 1700 (7.6) 1105 (4.9) 1755 (7.8) 625 (2.8) 750(3.3) 5/8(15.9) 1465 (6.5) 2835(12.6) 1 - - 875 (3.9) 875(3.9) 3/4(19.1) 2075 (9.2) 3680(16.4) 1 - - 1250(5.5) 1000(4.4) 1 The allowable values are based on the use of SAE Grade 2 bolts installed in the anchors. 2 Based on using a safety factor of 4.0. Stainless Steel HDI Allowable Loads in Concrete 3 The tabulated shear and tensile values are br anchors Installed In structural light- weight concrete having the designated ultimate compressive strength at the time of installation. The concrete must comply with ASTM C 330-77. 4 The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM C 330-77. Anchor size In. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (RN) Shear lb (kN) Tension lb (RN) Shear lb (RN) SS HEN - 1/4 (6.4) 480 (2.1) 600 (2.7) 740 (3.3) 600 (2.7) SS HEN - 3/8 (9.5) 1040 (4.6) 1230 (5.5) 1460 (6.5) 1230 (5.5) SSHDI - 1/2 (12.7) 1840 (8.2) 2760 (12.4) 2410 (10.7) 2760 (12.3) SSHDI-5/8 (15.9) 2630 (11.7) 4510 (20.1) 3770 (16.8) 4510 (20.1) SS HDI -3/4 (19.1) 3930 (17.0) 5580 (24.6) 5030 (22.4) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18-8 bolts. Stainless Steel HDI Ultimate Loads in Concrete Anchor size In. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (RN) Shear lb (RN) Tension lb (RN) Shear lb (RN) SS HEN - 1/4 (6.4) 1830 (8.6) 2400 (10.7) 2950 (13.1) 2400 (10.7) SS HDl - 3/8 (9.5) 4170 (18.5) 4920 (21.9) 5850 (26.0) 4920 (21.9) SS HEll- 1/2 (12.7) 7350 (32.7) 11040 (49.1) 9630 (42.8) 11040 (49.1) SSHDI-5/8 (15.9) 10540 (46.9) 18040 (80.2) 15100 (67.2) 18040 (80.2) SS HDI -3/4 (19.1) 15340 (66.2) 22320 (99.3) 20130 (89.5) 22320 (99.3) Huh. Inc. (US) 1-800-879-8000 1 www.us.hilti.com I on español 1-800-879-5000 1 Hull (Canada) Corp. 1-800-363-4458 1 www.hllti.ca I Product Technical Guide 2008 363 Anchor Spacing Adjustment Factors s = Actual Spacing 8min = 2.0 hnom Sor = 3,5 hnom Edge Distance Adjustment Factors c = Actual edge distance Cmn = 2.0 hnom Cot 3.0 hnom W. 4.3.8 HDI & HDI-L Drop-In Anchor Anchor Spacing and Edge Distance Guidelines (See Anchoring Technology Section 4.1.3) N sc 3.0 Shear& I - Ccr T X Shear smin Tension hROM h_ I I . I I 0 ' 0 Aiii! I liii 0 .2 .4 .6 .8 1.0 .0 .2 .4 .6 .8 1.0 - Edge Distance Adjustment Factor Anchor Spacing Adjustment Factor (fRy, IRN) (IA) Influence of Anchor Spacing & Edge Distance fA, R Anchor Size in. (mm) hnom In. (mm) 1/4(6.4) 1(25) 3/8(9.5) 1-9/16(40) 1/2(12.7) 2(51) 5/8(15.8) 2-9/16(65) 3/4(19.1) 3-3/16(81) bw = standard embedment depth Load Adjustment Factors (Anchor Spacing) fA Load Adjustment Factors (Edge Distance) f8 Tension/Shear Loads Tension, tRN Shear, 1RV Spacing in. (mm) Anchor Diameter Edge Distance In' (MM) Anchor Diameter Anchor Diameter 1/4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 5/8 13/4 2 ( .50 2 (5 .80 2-1/2 () .67 2-1/2 LL .90 .83 .65 (L .83 .50 I 3 1.0 .80 1.0 3-1/2 ( §)_ 1.0 .58 3-1/2 L8L. - .85 73 MMI 4 (102) .69 .50 4 (102) - .91 .80 .85 .65 4-1/2 (114) .79 .58 4-112 (114) .96 .85 .96 .74 5. (127) .90 .67 .50 5 (127) - 1.0 .90 .80 1.0 .83 .65 5-1/2 (140) 1.0 .75 .55 5-1/2 (140) - .95 .83 .91 .70 6 (1 52)_ - .83 .61 50 6 (152) - 1.0 .87 1.0 .77 7 (17$) 1.0 .74 57 6-1/2 (165) .91 .80 .84 .65 8 (203) - .87 .67 7 (178) - .95 .84 .91 .72 9 (229) - 1.0 .77 8 - - 1.0 .90 1.0 .83 10 (254) .88 9 (229) .96 .94 11 (279) - - .98 10 (254) - - 1.0 - - 1.0 12 (305) 1.0 Smin = 2.0 hnom, Scr = 35 hnom A =0.33 s -0.17 Fr' for SCr> s > Smin Cmjn = 2.0 hnom. Ccr = 3.0 hnom RN= 0.2c+0.4 for Cc,> C > Cmin 0mln = 2.0 Now Cy = 3.0 hnom fRv = 0.35 c-0.05 F.-.- for cc, > c > CmjN 364 Huh, Inc. (US) 1-800-879-8000 1 www.us.hiIlu.com I an espanol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hhlth.ca I Product Technical Guide 2008 1 1 HDI & HDI-L Drop-In Anchor 4.3.8 4.3.8.4 Installation Instructions —I 4.... 1. Adjust depth gauge so that anchor will 2. Hammer drill hole. 3. Clean hole. 4. Install anchor using proper setting be hush with the concrete surface tool. Setting tool to be driven into when Installed. anchor until setting tool shoulder meets top of anchor. 4.3.8.5 Ordering Information HDI Anchors Anchor Carbon Steel Stainless Steel ThSize read Description Item No. Description Item No. Description Item No. Box Qty 1/4 HDI 1/4 336425 HDI-L 1/4 283608 HDI 1/4(S8 303) 336430 100 3/8' HDI 3/8 336426 HDI-L 3/8 283609 1101 3/8 (SS 303) 336431 50 1/2 HDI 1/2 336427 1101-I 1/2 283610 11011/2(33 303) 336432 50 518' HIll 518 336428 - - 1101 5/8 (SS 303) 336433 25 3/4' HDI 3/4 336429 - 1101 3/4 (SS 303) 336434 25 Setting Tools for HDI & HDI-L Anchors Anchor Thread Size Description - Manual Setting Tools Item No. 1/4 FIST 1/4 Setting Tool 0D032978 3/8 FIST 3/8 Setting Tool 00032979 1/2 FIST 1/2 Setting Tool 00032980 5/8'.FIST 5/8 Setting Tool 00032981 3/4' FIST 3/4 Setting Tool 00032982 Anchor Thread Size Description —Automatic Setting TooIs1 Item No. 3/8' HSD-MM 3/8' (TE-C-243010 3/8" Setting tool) 00243751 1/2' HSD-MM 1/2" (TE-C-24SD12 1/2" Setting tool) 00243752 1 Use automatic setting tools with TE-5A, TE-6, TE-1 5,TE-1 6, TE-1 6C, IE-1 B and TE-25 rotary hammer drills. Hilti, Inc. (US) 1-800-879-8000 1 www.un.hlltl.com I on espanol 1-800.879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Product Technical Guide 2008 365 PAYMENT TERMS: Net 30 days from date of Invoice. Customer agrees to pay all costs incurred by Hilti In collecting delinquent amounts, it any, including reasonable attorney's fees. FREIGHT Sales are F.O.B. Destination Point With transportation allowed via rtllti designated mode. Additional charges may apply for expedited delivery, special handling requirements, and order under certain limits. A fuel surcharge may apply depending on market conditions. CREDIT: All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Product may be returned prepaid (unless otherwise authorized) to Hilti provided: fit is returned by this original purchaser it) it is not dated product returned more than 30 days after the original delivery date - it is not discontinued, clearance or special order product it is unused, in original packaging and in unbroken quantities. Hilti will Inspect product and, lithe above requirements are satisfied, will credit to customer the original purchase price. A 15% restocking lee may apply. WARRANTY: Other then the manufacturer's published warranty, no warranties or conditions, express or implied, written or oral, statutory or otherwise are implied. Any and all conditions and warranties Implied by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly waived. TITLE TO PRODUCT: Title to product remains with Hilti until the total purchase price of product Is paid. PRICES: Customer agrees to pay Hilhi prices set Out on Invoice. Customer agrees to pay taxes as indicated on invoice unless Hilti receives acceptable exemption certificates. INDEMNIFICATION: Customer agrees to use product at own risk and to indemnify Hilti against all liabilities, Including legal fees, to third parties arising out of the use or possession thereof. Hilli shall in no event be liable for special, incidental or consequential damages. CHANGES: 111111 sales personnel are not authorized to modify these Terms and Conditions or modify Customer's credit terms. Terms are subject to change by Hilti with reasonable notice to Customer. CASH SALES: Payment in full is due prior to goods being released. QUOTATIONS: All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products are only valid until and of promotion period. PAYMENT TERMS: Net 30 days from date of invoice. Customer agrees to pay all Costs incurred by Hilti in collecting any delinquent amounts. Including attorneys fees. FREIGHT: All sales are F.O.B. Destination with transportation allowed via Hilti designated mode. Delivery dates are estimates only. Additional charges for expedited shipments, special handling requirements, and orders below certain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. CREDIT. All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Products must be in saleable Condition to qualify for return. Saleable condition is defined as unused items in original undamaged packaging and unbroken quantities and in es-new condition. All returns are subject to Hilti inspection and acceptance, and a $125 restocking charge if returned more than 90 days alter Invoice date. Proof of purchase is required for all returned materials. Special orders products and discontinued items are not eligible for return credit. Dated materials are only returnable in case quantity, and within 30 days after invoice date. WARRANTY: Hilti warrants that for a period of 12 months from the date It sells a product it will, at its sole option and discretion, refund the purchase price, repair, or replace such product if it contains a defect in material or workmanship. Absence of Kill's receipt of notification of any such defect within this 12-month period shall constitute a waiver of all claims with regard to Such product. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED. INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Hilti shall in no event be liable for, and Customer hereby agrees to indemnify Hilli against all claims related to special, direct, indirect, incidental, consequential, or any other damages arising out of or related to the sale, use, or Inability to use the product. ACCEPTANCE OF ORDER: Acceptance Is limited to the express terms contained herein, and terms are subject to change by 1-11111 Without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected, but such rejection shalt not operate as a rejection of the offer unless it contains variances in the terms of the description, quantity, price or delivery schedule of the goods. Orders are not deemed "accepted" by Hilti unless and until it ships the associated items. DOMESTIC ORIGIN: Any non-domestic Hill I product will be so identified on shipping documents and Invoices for customers who properly identity themselves as a federal government entity. All other customers may obtain such Information by written request 10 Hilti, Inc.. Contract Compliance, P.O. Box 21148, Tulsa. Oklahoma 74121. HUti's Quality Department personnel are the only individuals authorized to warrant the country of origin of Hilti products. BUSINESS SIZE: Hilti is large business. PRICES: Prices are those stated on the order, and unless otherwise noted are based on purchasing all items on the order - pricing for individual products may vary for purchases of different quantities or item combinations. Hilti does not maintain most favored Customer records, makes no representation with respect to same, and rejects any price warranty terms proposed by Customer. Hilti's published net price list is subject to change without notice, CONSENT TO JURISDICTION: All transactions made pursuant hereto shall be deemed to have been made and entered Into in Tulsa, Oklahoma. Any and all disputes arising directly or indirectly from such transactions shall be resolved in the courts of the County of Tulsa, State of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court having jurisdiction 01 such an action. All transactions shall be governed by and construed in accordance with the laws of the Stale of Oklahoma. INDEMNIFICATION: Customer hereby agrees to indemnify HIM for any costs, including attorney's fees, incurred by Hilti as a result in whole or in part, of any violation by Customer of any Federal, Slate or Local statute or regulation, or of any nationally accepted standard. it shall be Customer's sole responsibility to comply with all applicable laws and regulations regarding the handling,use, transportation, or disposal of products upon taking possession of earns. AUTHORIZATION: HiLTI LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICA11ONS, OR EXECUTE CUSTOMER DOCUMENTS. AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL. Huh, Inc. (US) 1-800-879-8000 I www.us.htltf.com I an espattol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hittl.com I Product Technical Guide 2008 L] 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Kwik Bolt TZ Product Description 4.3.4.1 Product Description Material Specifications • 4.3.4.2 4.3.4.3 Technical Data 4.3.4.4 Installation Instructions 4.3.4.6 Ordering Information 4.3.4.6 Sample Calculations Impact Section (Dog Point) Nut. Washer Red Settinç Mark Anchc Threw Ancho Body Stainle Steel Expansi Sleevi (Wedg€ Expansion Cone Ustinqs/Aporovals ICC-ES (International Code Council) ESR-1917 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (318" - 314) UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8' - 3/4" Building Code Compliance IBC® 2006 IRC19 2006 UBC 1997 The Kwik Bolt TZ (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel with zinc electroplated coating and 304 stainless steel versions. The anchor diameters range from 3/8 to 314 inch In a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be Kwik Bolt TZ (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, Type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti Kwik Bolt TZ in the installed condition. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to AISI 316. Stainless steel anchor body, nut and washer conform to AlSI 304. Stainless steel expansion sleeve conforms to AlSI 316. Product Features Product and length identification marks facilitate quality control after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. 316 Stainless Steel wedges pro- vide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACI 318-05 Section Dl. Installation Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit. Drive the anchor into the hole using a hammer. A minimum of four threads must be below the fastening surface prior to applying installation torque. Tighten the nut to the recommended installation torque. Supplemental Design Provisions for ACI 318-05 Appendix D Design strengths are determined in accordance with ACI 318-05 Appendix D and ICC Evaluation Service ESR-1 917 Hilti Kwik Bolt TZ Carbon and Stainless Steel Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, and 3 of this document. Supplemental provisions required for the design of the KB-TZ are enumerated in Section 4.0 of ESR-1 917 (DESIGN AND INSTALLATION). Note that these design parameters are supplemental to the design provisions of ACI 318-05. 316 Huh, Inc. IUS) 1-600-879-8000 I www.us.hlttl.com I an espaftol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-383-4458 1 www.hilti.ca I Product Technical Guide 2008 Y kwlk Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads' Anchor Diameter (In.) Shear (lb) Tension (lb) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of öiim. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel Stainless steel KB-TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads' Anchor Diameter (In.) Shear (lb) Tension (lb) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729 Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain: Expansion Sleeve (wedges) are made from AISI 316. All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. HIM. Inc. (US) 1-800-879-8000 1 www.us.hfltl.com I en espaflol 1-800-879-5000 1 HiltI (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 317 0 Table 1 - Kwik Bolt TZ Specification Table SETTING Symbol Units Nominal anchor diameter (In.) 3/8 1/2 5/8 3/4 INFORMATION kichoro.D. d0 in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit dbil in. 3/8 1/2 5/8 3/4 diameter Effective mm, her In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) Mm. hole depth ho in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Min. thickness of in. 1/4 3/4 1/4 3/8 3/4 1/6 1-5/8 fixture, tmin (mm) (3) (19) (9) (9) (1 g) (3) (41) Max. thickness of trna in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 fixture (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque Tins( It-lb 25 40 60 110 (Nm) (34) (54) (81) (149) Mitt, dia.oi hole dh in. 7/16 9/16 11/16 13116 in fixture (mm) (11.1) (14.3) (17.5) (20.6) Available anchor In, 3 I 3-3/4 5 3-3/4 4-1/2 I 5-1/2 7 4-3I4 6 8-1/2 10 5-1/2 I 8 I 10 tanch I I I I I lengths (mm) (76)1 (05) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length in. 7/8 I 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 I I 6 Including dog point Cthread (mm) (22) I I (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) I I (152) Unthreaded length f uathf in. 2-1/8 2-1/8 3-1/4 4 (mm) (54) (54) (83) (102) Installation In. 2-1/4 2-3/8 I 3-5/8 3-5/8 4-1/2 4-3/8 I 5-3/8 embedment (mm) • (57) (60) I (92) (92) (114) (111) I I (137) Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.3 Technical Data 1 The minimum thickness of the fastened part Is based on use of the anchor at minimum embedment and is controlled by the length of thread. It a thinner fastening thickness is required, increase the anchor embedment to suit. Figure 1 - Kwik Bolt TZ installed eanch thread €unthr 318 i4ilti. Inc. (US 1-800-879-8000 1 www.us.hlttl.com I an español 1-800-879-5000 1 HiltiCanadaf Corp. 1.800-363-4458 1 www.hhltl.oa I Product Technical Guide 2008 fl Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Table 2- Carbon Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 MchorO,D. d0 In. 0.375 0,5 0.625 0.75 (Ibm) (9.5) (12.7) (15.9) (19.1) Effective mm. in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedmenti (miii) (51) (51) (63) (79) (102) (95) (121) Mm. member thickness hrnin in. ' I 4 I 6 6 I 8 5 6 I 8 6 8 T'' (mm) (102) I (127) (102) I (152) (152) I (203) (127) (152) I (203) (152) I (203) (203) Critical edge distance c.,In. 4-3/8 I 4 5-1/2 I 4-1/2 7-1/2 6 17' 8-314 I 6-3/4 10 I 8 'T (mm) (111) I (102) (140) I (114) (191) I (152) (165) (222) [ (171) (254) (203) (229) In. 2-1/2 2-3/4 2-3/8 3-1/4 4-3/4 178 Min. edge distance 0a,rn1 (mm) (64) (70) (60) (92) (83) (121) (105) / _______ fors In. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (127) (146) (146) (156) (149) (267) (225) Smin In. 2-1/2 2-3/4 2-3/8 '17' 3 5 Min. anchor spacing ______ (mm) (64) (70) (60) (89) (76) (127) (102) for c ~ In. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth in. 2-5/8 2-5/8 4 T77 ' 4-3/4 4-5/8 5-3/4 In concrete (mm) (67) 7) (102) (98) (121) (117) (146) Min. specified fy lb/1n2 100000 84800 84800 84800 yield strength (Wmm2) (690) (585) (585) (585) Mm. specified . lb/1n2 125000 106000 106000 106000 ult. strength /nim2) (862) (731) (731) (731) Effective tensile Am 1112 0.052 0.101 0.162 0.237 stress area (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength lb 6500 10705 17170 25120 In tension N) (28,9) (47.6) (76.4) (111.8) Steel strength lb 3595 6405 10555 15930 In shear (N) (16.0) (28.5) (47.0) (70.9) Steel strength In lb 2255 6405 10555 14245 shear, seismic N) (10.0) (28.5) (47.0) (63.4) Steel strength in shear, lb 2130 3000 4945 4600 I 6040 NP concrete on metal deck ' )kN) 9.5) (13.3) (22) (20.5) I (26.9) Pullout strength Npuncr lb 2515 NA 5,515 NA 9,145 8,280 I 10,680 uncracked concrete 3 (N) (11.2) (24.5) (40.7) (36.8) (47.5) Pullout strength lb 2270 NA 4,915 NA NA cracked concrete 3 kN) (1(.1) (21.9) Pullout strength concrete NP,d,k,1 lb 1460 1460 2620 2000 I 4645 NP on metal deck4 )KN) (6.5) (6.5) (11.7) (8.9) ' (20.7) Anchor cateory5 Effectiveness factor kurer uncracked concrete 24 Effectiveness factor k5 cracked concrete 17 1'c,N =kucr/kc7 1.41 Strength reduction factor 4) for tension, steel failure m0de88 0.75 Strength reduction factor 4, for shear, steel failure modes 0.65 Strength reduction factor 4) for tension, concrete failure modes, Condition 139 0.65 Strength reduction factor 4) for shear, concrete failure modes 0.70 See Fig. 1. NP (not permitted) denotes that the condition is not supported. NA (not applicable) denotes that this value does not control for design. NP (not permitted) denotes that the condition is not supported. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. See ACI 318 D.4.4. See ACI 318 D.5.2.2. - See'ACI 318 D.5.2.6. The KB-TZ is a ductile steel element as defined by ACI 318 Dl. For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary rein- forcement can be verified, the strength reduction factors associated with Condition A may be used. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hitti (Canada) Corp. 1-800-363-4458 1 www.hlltioa I Product Technical Guide 2008 319 S fl _ 4.3.4 Kwik Bolt TZ Expansion Anchor Table 3- Stainless Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 Anclioro.D. d0 in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective On. he? In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment' (mm) (51) (51) (83) (79) (102) (95) (121) thickness Mm. member 110 h In. 4 5 4 11 18 6 6 5 6 1 8 6 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) Critical edge distance cac In. 4-3/8 I 3-7/8 5-1/2 I 4-1/2 7-1/2 I 6 7 8-7/8 I 6 10 I 7 9 (mm) (111) I (98) (140) I (114) (191) I (152) (178) (225) I (152) (254) I (178) (229) Ca,min in, 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Mm. edge distance _______ (mm) (64) (73) (54) (83) (60) (108) J122L. for ~t .s in, 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) (216) Sam in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 Mm. anchor spacing _______ (mm) (57) (73) (51) (70) (60) (127) (102) for c In. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (nrn) (89) (114) (83) (105) (108) (241) (178) Min. hole depth h In. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 in concrete (mm) (87) (67) 1 (102) (95) (121) (117) (146) Mm. specified to lb/in2 92000 92000 92000 76125 yield strength hiim2) (634) (634) (634) (525) Mm. specified fu lb/in2 115000 115000 115000 101500 ult. strength /2) MM (793) (793) (793) (700) Effectivetenolte Ase 0.052 0.101 0.162 0.237 stress area (mm 2) (33.6) (65.0) (104.6) (152.8) Steel strength Nsa lb 5980 11615 18630 24055 in tension (kh) (26.6) (51.7) (82.9) (107.0) Steel strength lb 4870 6880 11835 20050 in shear (kN) (21.7) (30.6) (52.7) (89.2) Steel strength In tension, N0,6 lb NA 2735 I NA NA NA seismlc° ' (W) (12,2) I Steel strength In shear, , ' Sels lb 2825 6880 11835 14615 seismIc2 (kN) (12.6) (30.6) (52.6) (65.0) Pullout strength lb 2630 NA 5760 NA NA I 12040 uncrackect concrete (W) (11.7) (25.6) I (53.6) Pullout strength cracked N00, lb 2340 3180 NA 1 5840 NA 8110 I NA concrote2 (kA) (10.4) (14.1) ________________ (26,0) (36.1) I Aiichorcategory3 1 Effectiveness factor k ncr uncracIoJ concrete 24 Effectiveness factor k cracked concrete4 17 I 24 I 17 I 17 17 24 I 17 '6,N k6001/ks 1.41 1.00 1.41 1.41 1 1.41 1,00 1 1.41 Strength reduction factor 4) for tension, steel failure modes 6 0.75 Strength reduction factor 4> for shear, steel failure modes 0.65 Strength reduction factor 4> for tension, concrete failure modes, Condition B7 0.65 Strength reduction factor 4) for shear, concrete failure modes 0.70 1 See Fig. 1. 2 NA (not applicable) denotes that this value does not control for design. 3 See ACl31BD.4,4. 4 See ACt 318 D.5.2.2. 5 See ACt 318 D.5.2.6. 6 The KB-TZ is a ductile steel element as defined by ACt 318 Dl. 7 For use with the load combinations of ACt 318 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 D.4.4 Is not provided, or whore pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 320 Hilti. Inc. (US) 1-800-879-8000 1 www.ua.hilti.com I on español 1-800-879-5000 1 Hitti (Canada) Corp. 1-800-383-4458 1 www.hiltica I Product Technical Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 Figure 2 - Interpolation of Minimum Edge Distance and Anchor Spacing S Sdeslgn i-h Cdeslgn Ca nun at s > - Sdeslgn - h hmin Cijesign edge distance c Table 4 - Mean Axial Stiffness Values (1000 lb/In.) for Kwlk Bolt TZ Carbon and Stainless Steel Anchors in Normal-Weight Concrete' Concrete condItion carbon steel KB-TZ, all diameters stainless steel KB-TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. Figure 3— Installation in Concrete over Metal Deck Floor Mm. 5/8 Typical I NMI Upper Flute .J6irkl. II!a __ . Max. 1 Offset Typical S Minimum No. 20 Gauge Steel Deck Lower Flute (Ridge) Huh, Inc. (US) 1-800-879-8000 1 www.uahiltLcom I an espatol 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 321 .1 Systems 4.3.4 Kwik Bolt TZ Expansion Anchor Allowable Stress Design 0 Design values for use with allowable stress design (working stress design) shall be established as follows: R jjj sQ= where Rd = 4) Rk represents the limiting design strength in tension (4) N) or shear (4) V,) as calculated according to ACI 318 D.4.1.1 and 0.4.1.2 Table 5— The value of a shall be taken as follows: Reference for strength reduction factors cx including seismic excluding seismic AC1318D.4.4 1.1 1.4 AC1318D.4.5 1,2 1.55 Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Uncracked Concrete, Condition B (lb)1.234 Nominal Anchor Diameter Embedment Depth (in.) __________ Concrete Compressive Strength2 f'= 2500 pal f'.=3 00 psi f'0=4000 psi ________________ f'= 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 1/2 2 1576 1576 1726 172 1993 1993 2441 2441 3-1/4 2561 2674 2805 2930 3239 3383 3967 4143 5/8 3-1/8 3078 3078 3372 3372 3893 3893 4768 4765 4246 4457 4651 4883 5371 5638 6578 6905 3/4 3-3/4 3844 4046 4211 4432 4863 5118 5956 6268 4-3/4 4959 5590 5432 6124 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD In accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. SeeACl 318-05 0.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 D.4.4 Is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength ND by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1 917 Section 4.2. Nb is calculated as per AC! 318-05 0.5.2,2, This load may be adjusted for other concrete strengths according to ICC ESR-1 917 Section 4.1.3 by using the following equation. V 21Nb b,f'c = 00 = Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Cracked Concrete, Condition B (Lb)1,2.3,4 Nominal Anchor Diameter Embedment Depth hef (h) Concrete Compressive Strength2 f'= 2500 psi f'0= 3000 psi . f'4= 4000 psi f 'c= 6000 psi Carbon Steel- Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 1/2 2 1116 1476 1223 1617 1412 1868 1729 2287 3-1/4 2282 2312 2500 2533 2886 2925 3535 3582 5/8 3-1/8 2180 2180 2388 2388 2758 2758 1 3377 3377 4 3157 2711 3458 2970 3994 3430 4891 4201 314 __________ 3-3/4 2866 3765 3139 4125 3625 4763 4440 5833 4-3/4 4085 4085 4475 4475 5168 5168 6329 6329 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0,85. For all-lightweight concrete, multiply values by 0.76, See Act 318-05 0.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 0.4.4 Is not provided, or whore pullout or pryout strength governs. For cases whore the presence of supplementary reinforcement can be Verified, the strength reduction factors associated with Condition A may be used. • 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the pullout strength N55 by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1 017 Section 4.2. See Table 2 for N 0. This load maybe adjusted for other concrete strengths according to ICC ESR-1917 Section 4.1.3 by using the following equation. Npn,cifc = fVpncr v r o 322 Huh. Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en español 1-800-879-5000'1 Huh (Canada) Corp. 1-800-363-4458 1 www.hfltl.ca I Product Technical Guide2008 Kwik Bolt TZ Expansion Anchor 4.3.4 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (lb)12 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 3/4 7396 9309 1 Values are for eagle anchors with no edge distance or spac1n9 reduction due to concrete failure. 2 Allowable static shear loads are calculated by multiplying Vw by the strength reduction 4, factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-191 7 Section 4.2. See Table 2 for V. Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal-Weight Cracked Concrete, Condition B (lb)1.2.3,4 Nominal Anchor Diameter Embedment Depth h0, (in.) Concrete Comp ssive Strength2 f'= 2600 psi f'=300psl f= 4000 psi f'6"0psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 1/2 2 1065 1212 1167 1328 1348 1533 1651 1878 3-1/4 2178 2207 2386 2418 2755 2792 3375 3419 5/8 3-1/8 2081 2081 2280 2280 2632 2632 3224 3224 3014 2588 3301 2835 3912 3274 4669 4010 3/4 3-3/4 2736 3594 2997 3937 3460 4.546 4238 5568 4-3/4 3990 3900 4272 4272 4933 4933 6042 6042 1 Values are for single anchors with no edge distance or spacing reduction, For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD In accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 015. See ACI 318-05 0.3.4. 3 Condition B applies where supplementary reinforcement In conformance with AOl 318-05 0.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be vented, the strength reduction factors associated with Condition A may be used, 4 Allowable seismic tension loads for 2.500 psi are calculated by multiplying the pullout strength N 1 by the strength reduction 4) factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318-050.3.3.3, and dividing by an a of 1.1 according to ICC ESR-1 917 Section 4.2. See Table 2 for No. This load may be adjusted for other concrete strengths according to ICC ESR-191 7 Section 4.1.3 by using the following equation. = N0,1 UT V 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (lb)1,2 Nominal Anchor Diameter Allowable Steel Cacity, Seismic Shear Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 I Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear toads are calculated by multiplying by the strength reduction 4) factor of 0.65, then multiply by 0.75 as per ACI 318- 05 0.3.3.3 and dividing by an a of 1.1 according to ICC ESR-1917 Section 4.2. See Table 2 for Vaes . •••••••••••••••••••••••••••••••• .-,-.., .... llilti, Inc. IUS) 1-800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp.' 1-800-363-4458 1 www.hiltl.ca I Product Technical Guide 2008 323 Mechanical Anchoring 1($Th P. 4.3.4 Kwik Bolt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck Slabl,2,3 Nominal Anchor Diameter Embedment Depth h0f (in.) Tension Seismic (lb)4 Tension non-Seismic (lb)5 Shear Seismic (Ib)4 Shear non-Seismic 3/8 2 709 743 944 989 112 2 709 743 1330 1393 1/2 3-1/4 1272 1 1333 2192 2295 5/8 3-118 971 1017 2039 2136 5/8 4 2255 2362 2677 2804 1 Pullout strength values Npfl,dB aro for anchors Installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3 ESR-1917. The values listed In Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR-1917 Section 4.1.3 using the following equation: Np11 dec I'c = Npndeck /i7ii fb, psi) 2 MinImum anchor spacing along the flute shall be the greater of 3,0 h81 or 1.5 times the flute width In accordance with ICC ESR-1917 Section 4.1,3. 3 Anchors In the lower flute may be installed with a maximum 1-inch offset In either direction. See Figure 5 In ESR-1917. 4 Allowable seismic tension and shear loads are calculated by multiplying Npfl ck and Vsa,6mk by the strength reduction 4) factor of 0.65, the seismic reduction 4) factor of 0.75 according to ACt 318 03.3.3, and then divided by an z 011.1 according to ICC ESR-1917 Section 4.2. 5 Allowable non-seIsmIc tension and shear toads are calculated by multiplying Npn,deck and V$adk by the strength reduction 4) factor of 0.65 and dividing by an x of 1.4 according to ICC ESR-191 7 Section 4.2. Table 12— Kwik Bolt TZ Length Identification System Length ID marking A B C D E F I G Fl I J K. L M N 1 0 P I Q I R I S T U V W on bolt head Length of From 11/2 2 21/2 3 31/2 4 41/i 5 51/2 6 61/2 7 71/, 8 81/2 9 91/2 10 11 12 13 14 15 anchor, Up to but eQf,Ch (In.) not 2 21/2 3 31/2 4 41/2 5 51/a 6 61/2 7 71/a 8 81/2 9 91/2 10 ii 12 13 14 15 16 Including Figure 4 — Dolt Head with Length Identification Mark and Kwlk Bolt TZ Head Notch Embossment : 324 Hilti. Inc. (US) 1-800-879-8000 1 www.us.hlltl.com t en espaitol 1-800-879.5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 1. Hammer drIll a hole to the same nominal 2. Clean hole, diameter as the Kwik BoitTZ. The hole depth must exceed the anchor embedment by at least 1/4 inch. The fixture may be used as a drilling template to ensure proper anchor location. 3. Drive the Kwik Bolt TZ Into the hole using a hammer. The anchor must be driven until at least 4 threads are below the surface of the fixture. 4. lighten the nut to the recommended installation torque. S Hti, Inc. (US) 1-000-879-8000 1 www.us.hiIti.com I an eapañol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 325 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.5 Kwik Bolt TZ Anchor Ordering Information Item No. 0escdpton Length (in.) Thread Length (in.) Box Quantity 387509 KB-IL 3/8x3 3 7/8 50 387510 KB-IL 318x3-3/4 3-3/4 1-6/8 50 387511 K8-IL 3/8x5 5 2-7/8 50 387512 KB-IL 1/2x3-314 3-3/4 1-5/8 20 387513 K6-TZ 1/2x4-1/2 4-1/2 2-3/8 20 387514 KB-TZ 1/26-1/2 5-1/2 3-3/8 20 387515 KB-IL 1/2x7 7 4-7/8 20 387516 KB-IL 5/8x4-3/4 4-3/4 1-1/2 15 387517 KB-TL 5/8x6 6 2-3/4 15 387518 KB-TZ 5/8x8-1/2 8-1/2 5-1/4 15 387519 KB-Ti 5/8x10 10 6-3/4 15 387520 KB-1Z3/4x5-112 51/2 1-1/2 10 387521 KB-TZ 3/40 8 4 10 387522 KB-IL 31010 10 6 10 387523 K6-IZ SS304 3/8x3 3 7/8 50 387524 KB-IL 8S304 3/80-314 3-3/4 1-518 50 387525 KB-IL SS304 3/8x5 5 2-7/8 50 387526 KB-I? SS304 1/2x3-314 3-3/4 1-5/8 20 387527 KB-TZ S3304 112x4-1/2 4-1/2 2-3/8 20 387528 KB-IL SS304 1126-1/2 5-1/2 3-3/8 20 387529 KB-I? SS304 112x7 7 4-7/8 20 387530 KB-TZ SS304 5/8x4-3/4 4-3/4 1-1/2 15 387531 K8-IL S8304 5/8x6 6 2-3/4 15 K6-TZSS3045f8x8-1/2 8-1/2 5-1/4 15 .387532 387533 KB-TZ SS3045/8xlo 10 6-3/4 15 387534 KB-TZ SS3O43/4x5-1/2 5-1/2 1-1/2 10 387535 KB-TZ 8S304 3/48 8 4 10 387536 K8-Ti 8S304 3/410 10 6 10 326 Hiltl, inc. (US) 1-800-879-8000 1 www.ua.hlllLoom I en español 1-800-879-5000 1 HiltI (Canada) Corp. 1-800-363-4458 1 www,hfltloa I Product Technical GuIde 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.46 Kwik Bolt TZ Anchor Sample Calculations S Given: (2) 1/2 in. KB-TZ anchors tinder static tension load as shown. h,f = 3,25 in. Normal wt. concrete, f' = 3,000 psi No supplementary reinforcing. Assume uncracked concrete. Condition B per AOl 318-05 D.4.4(c) Calculate the allowable tension toad for this configuration. I Calculation perACi 318-05 Appendix D and [CC ESR-1917. Code Ref Reference. Step 1. Calculate steel strength of anchor in tension: 4) N (n N, = 0.75 * 2 10,706 = 16059 lb 0.5.1.2 Table 2 Step 2. Calculate concrete breakout strength of anchor in tension. See ESR-1 917 for edge factor = ('1'ec,ii) (hltecl.N,c,N ) (WCp,) Nb 0.5.2.1 ESR-1917 4.1.2 Step 2a. Verify minimum member thickness, spacing and edge distance: L 2375,575 D.8 Table 2 hmii = 6 in. 6 in. :. ok SMIN Fig. 2 4in.>3.5in, \ s 1, defaults to 2.375 in. 2.375 cofllols 3.5,2375 6 in.> 2.375 in. :. ok 0.8751 Cmin Step 2b. Check: 1.5het = (1.5) (3.25) = 4.88 in.> c 3.0llei = (3) (3.25) = 9.75 in. > s D.5.2.1 Table 2 Step 2c. Calculate AN, and AN, for the anchorage: AN = 'ef2 = (9) (3.25)2 = 95,1 i 11 A1 -(1,5) (het + c) (3) (h01 + s) = [(1.5) (3.25) + 41 [(3 x 3.25) + 6] = 139,8 in' < 2ANco .'. ok 0.5.2.1 Table 2 Step 2d. Calculate 8,N: = 0, 'ec,N = 1 0,5,2,4 Step 2e. Calculate Nb: Nb = kcr F.(het) 1 = 17/ö (3.25)" = 5,456 lb D.522 Table 2 Step 2f. Calculate modification factor for edge distance: 11'ectW = 0.7 + 0.3 4 (1.5)) = 0.95 0.5.2.5 Table 2 Step 2g. Pc,,M = 1.4 (uncracked concrete) 0.5.2.6 Table 2 Step 211. Calculate modification factor for splitting: _____ - 1.5h01 check: = 0.53 (1.5) (3.25) = 0.65 0.53 < 0.65 1.5h01 controls Cp,N -Cac Cac .7.5. D.5.2.7 Table 2 ac Step 2i. Calculate NCb8 : N.W = (i8) (1) (0.95) (1.4) (5,456) (0.65) = 6,983 lb - 95.1 0.5.2.1 Table 2 Step 3. Check pullout strength: See ESR-1917 for adjustment for concrete strength Table 2 Nrn,tc (1) = 2 [Npii, nc ur /] = 2 [(5515) I5 ] = 12,082 lb 0.5.3.2 ESR-1917 4.1.6 V2500 Step 4. Controlling strength: 4) N bo (0.65) (6,983) = 4,539 lb <4) N .. 4, Nbo controls D.4.4(c) Table 2 4,539 - Step 5. Convert value to ASD: Taijow - - 3 242 lb - Table 5 S r ... Hlltl, Inc. (US) 1.800-879.8000 1 www.us.hlltl.com I en espattoi 1-800.879-5000 1 HiltI (Canada) Corp. 1-800-363-4458 1 www.hIlU.ca I Product Technicel Guide 2008 327 PAYMENT TERMS; Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts, including attorney's fees. FREIGHT: All soles are F.O.B. Destination with transportation allowed via Hilti designated mode. Delivery dotes are estimates only. Additional charges for expedited shipments, special handling requirements, and orders below certain dollar amounts shalt be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. CREDIT; All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Products must be In saleable condition to qualify for return. Saleable condition is defined as unused items in original undamaged packaging and unbroken quantities and in as-new condition. 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(US) 1-800-879.8000 1 www.ue.hilti.com I enespaftol 1-800-879-5000 1 Hilti (Canadn)Corp. 1-800.363-4458 1 www.os.hilti.com I Product Technical Guide2008 VALVES 0 K" - (MAX , ENTRY) ML / - D - - A BB-SCIOO Sizes 1", 1-1/4", 1-1/2", 2", 2-1/2" _W_ - A BB-SCSO2 (Includes Switch) 4-1/2" H2 VA 1T nF E~l BB-SC SLOW CLOSE 1"- 2_h/2" Approved by: NYC Board of Stds. & Appeals, Cal. #996-81-SM (175psi) 720-83-SA (350 & 500 psi) BRONZE BUTTERFLY VALVE ONE-PIECE, FULL-PORT 175 PSI THREADED ENDS DIMENSIONS Valve Size FAR 110 cs APPROVED I = = DIM 1" 1-1/4" 1-1/2" 2" 2-1/2" A 2.13 2.63 2.88 3.25 4.13 B1 3.16 3.31 3.41 3.63 3.82 C 1.56 1.94 2.19 2.75 3.19 D 1.72 2.11 2.38 3.07 3.50 J2 4.16 4.16 4.51 4.76 4.66 K .66 .73 .73 .79 1.18 L .83 .90 .10 1.41 1.29 M-40 1.10 1.38 1.61 2.07 2.47 M_804 .96 1.28 1.50 1.94 2.32 N-40' 2.25 2.00 2.50 2.25 10.00 W, 1.13 1.25 1.41 1.69 1.75 ALL DIMENSIONS-INCHES Pertains to BB-SCIOO only. Pertains to BB-SCS02 only. M-40 ARE DIMENSIONS USING SCHEDULE 40 PIPE M-80 ARE DIMENSIONS USING SCHEDULE 80 PIPE 'N-40 IS FLOW RESISTANCE EXPRESSEDIN EQUIVALENT LENGTH OF SCHEDULE 40 PIPE W IS THE WRENCH MAKE-UP LENGTH . FEATURES Slow opening and closing Quarter turn operation Water Hammer elimination Optional internal tamper switch (Indoor/Outdoor use). - Signals disc movement - Factory or Field installation - 10 Amp / 115 VAC-60 Hz -0.5 Amp /28 VDC Grooved Ends Available in Sizes 2" and 2-1/2" MATERIALS LIST -ITEM PART MATERIALS I ASTM SPEC. I Indicator Iron IF0008P -2-..- Housing ASTM 584 UNS --- - - - - - Bronze 3 Body C8440 4 Handle Brass ASTM B176 UNS C85800 ASTMA276, 5 Disk Stainless Steel Type 304 6 Disk Seal EPDM Switch Housing Aluminum (BB-SCS02) - 5 S The information presented on this sheet is Correct at the time of publication. Milwaukee Valve reserves the right to Change design, and/or material specifications without notice. For the most current information access www.milwaukeevalve.com M LWAUKEE VALVE'hUIUI_P" ANJiL.Star FIG. AE7722-3A GRUVLOK® Butterfly Valve Fire Products Division of Anvil International Grooved End U L/U LC/FM Butterfly Valve The Gruvlok Figure AE7722-3A Grooved End Butterfly Valve is UL & ULC Listed and FM Approved as a system control valve. The valve is rated at 300 psi for steel pipe in the 2" to 10" sizes. The 2" through 10" sizes are agency rated for both indoor and outdoor service. The valve is supplied with two internal switches. One is wired for supervisory service and the other is wired for use as an auxiliary switch. Both switches are rated for 11 amp at 125, 250 VAC and 0.5 amp at 125 VDC, 0.25 amp at 250 VDC. The switches and actuator internal spaces are protected from tampering and require special tools for disassembly (Contact an AnvilStar Representative if tools are required). The ductile iron valve body is encapsulated with a thick, durable polymer coating to ensure long term service. The valve features - double-seal disc design with resilient EPDM coating, and stems are 416 stainless steel. Detailed instructions for valve installation and switch wiring are included with each valve. Additional information for the replacement of shear point components and switches is also provided. c®us APPROVED For Ustinn/Approval Details and Limitations, visit our website at wsswonvi/sfor.com or contact an Anvil°/AnvilSror'° Sales Representative. n 5.0 4.0 3.0 2.0 0.1 - 100 - : LEPJGTH OF PIPE Valve Pipe Equivalent feet of Pipe* (=120 Size O.D. Sch. 10 Sch. 30 Sch. 40 InJrnm In1mm FIlm FL/rn Film 2 2.375 5.8 . 47 50 60.3 1.8 1.4 21/2 2.875 5.1 . 37 65 73.0 1.6 . 3 3.500 9.6 . 7.2 80 88.9 2.9 - 2.2 4 4.500 75 . 57 /00 /14.3 2.3 . 1] 5 5.563 7.0 5.6 125 141.3 2.1 1.7 6 6.625 6.1 . 4.8 150 /68.3 1.9 1.5 8 8.625 6.3 5.7 5.3 200 219.1 1.9 1.7 /.6 10 10.750 11.3 10.2 9.6 250 213.1 3.4 3.1 2.9 * The equivalent feet of pipe is based on the Hazen and Williams formula and the flow rates typically used with each size valve. PRESSURE DROP (PSI) VS. (GPM) I I / / / I L :4 ± I 1E 'itE jtt -i 1tp1 h1 W .i, ./ . - 4' H'/ /• Li'+J -ii UL JiiuLt±:- / .±,i-.:. 200 300 400 500 700 1000 2000 3000 40005000 7000 10000 FLOW RATE IN GALLONS PER MINUTE (GPM) 1.0 0.9 0.8 0.7 0.6 05 0.4 0.3 0.2 PROJECTIINFORMATION Project: APPROVAL STAMP D Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: 5/09 xl A Ii AiNikStar' FIG. AE7722-3A GRUVLOK® Butterfly Valve JIAIVIL Fire Products Division of Anvil International Grooved End U L/ULC/FM Butterfly Valve FIGURE *bJ04._cYIIJ Will BUTTERFLY VALVE Valve Pipe Valve Dimensions Approx. Size D.D. A B C 0 E F G H J Wt. Ea. In/DN(mm) In/mm in/mm In/mm In/mm In/mm In/mm In /mm In/mm In /mm in/mm Lbs/Kg 2 2.375 3.19 2.97 3.87 6.17 4.18 2.25 - 4 3 19 50 60.3 3/ /5 98 151 lOS 5/ - 102 /6 9 21/2 2.875 3.81 3.18 4.38 6.68 4.18 2.25 - 4 3 20 65 73.0 97 81 /1? 170 lOS 57 - /02 76 9 3 3.500 3.81 3.80 4.62 6.92 4.18 2.25 - 4 3 22 80 88.9 97 97 11! 176 106 57 - 102 76 /0 4 4.500 4.62 4.27 5.38 9.98 5.10 3.5 - 5 6 26 100 114.3 /17 /08 137 253 130 89 - 127 152 11.8 5 5.563 5.81 4.98 5.88 10.48 5.10 3.5 - 5 6 29 125 141.3 148 126 149 266 130 89 - 127 /52 13.2 6 6.625 5.81 5.47 6.37 10.97 5.10 3.5 0.13 5 6 30 150 168.3 /48 139 /62 279 130 89 3 127 /52 13.6 8 8.625 5.25 6.92 1.75 15.40 9.54 4 1.36 7.89 12 52 200 219.1 /33 176 /97 391 242 102 35 200 305 23.6 10 10.750 6.25 7.99 9.00 16.65 9.54 4 1.84 7.89 12 75 250 273.1 /59 203 229 423 242 102 47 200 305 34.1 UPPER STEM: Stainless Steel, ASTM A-582, Type 416 STEM SHEAR PIN: for 2" thru 6" valves. STEM SHEAR KEY: for 8" and 10" valves. UPPER BUSHING: Sintered Bronze (8" and 10" valves only) "0" RING: Nitrite LOWER BUSHING: Sintered Bronze (8" and 10" valves only) G. LOWER STEM: Stainless Steel, ASTM A-582, Type 416 BODY: Ductile Iron ASTM A-536 with Polymer Coating DISC: Ductile Iron ASTM A-536 with EPDM Encapsulation HANDWHEEL: Ductile Iron INDICATOR FLAG: Ductile Iron GEAR OPERATOR: Ductile Iron and Steel NAMEPLATE: Aluminum HANDWHEEL SHEAR PIN: Carbon Steel AISI 1070 CV VALUES Valve Pipe ' Disc Position Size O.D. 250 30° 400 1 50° 1 600 1 70° 1 800 1 90° In./mm In./mm (ftrees - 2 2.375 4 1 19 44 48 80 111 158 50 60.3 0.3 0.5 1.3 3.0 3.3 5.5 7.7 10.9 21/2 2.875 9 14 34 /8 84 142 196 280 65 73.0 0.6 1.0 2.3 5.4 5.8 9.8 13.5 19.3 3 3.500 14 20 50 112 128 215 285 400 80 88,9 1.0 1.4 3.4 7.7 8.8 14.8 19,7 27.6 4 4.500 29 41 100 239 250 420 582 826 100 114.3 2.0 2.8 6.9 16.5 /7.2 29.0 40.1 57.0 5 5.563 62 76 182 415 445 180 1,100 1,480 125 /41.3 4.3 5.2 12.5 23.6 30.7 53.8 75.8 102.0 6 6.625 96 141 325 155 809 1,310 1,920 2,678 150 168.3 6.6 9.1 22.4 52.1 55.8 94.5 132.4 104.6 8 8.625 172 252 592 1,365 1,460 2,430 3,410 4,819 200 219.1 11.9 17.4 40.8 94.1 100.7 167.5 235.? 332.3 10 10.150 230 328 792 1,825 1,962 3,260 4,590 6,431 250 273.1 /5.9 22.6 54.6 125.8 135.3 224.8 316.5 443.4 5/09 6N7b_Star FIG. AE7722-3A GRUVLOK® Butterfly Valve AWILFire Products Division of Anvil International Grooved End U L/U LC/FM Butterfly Valve SEE NOTES 1 AND 2 IFIRE ALARM CONTROL PANEL I SUPERVISORY CIRCUIT YELLOW I SORYSWITCH SINGLE-POLE DOUBLE-THROW SWITCH WIRED AS NORMALLY OPEN W/DUAL LEADS SOLDERED TO SWITCH TABS. ~DRANGE COMMON ::D YELLOW (SWITCH SHOWN WITH VALVE IN FULL-OPEN POSITION.) ORANGE TO END—OF—LINE RESI STOR OR NEXT SUPERVISORY SWITCH GREEN CONNECTION TO GROUND GROUND SCREW INSIDE HOUSING VIOLET AUXILIARY SWITCH TO AUXILLARY DEVICE BLUE RED COMMON (POWER SOURCE) SINGLE-POLE DOUBLE-THROW SWITCH WITH SINGLE LEADS SOLDERED TO SWITCH TABS. (SWITCH SHOWN WITH VALVE IN FULL-OPEN' POSITION.) SUPERVISORY SWITCH NOTES: SWITCH ORIENTATION MAY VARY. STRAIN RELIEF TO BE PROVIDED ON PROTRUDING WIRES. WIRE LEADS TO BE A MINIMUM OF 10" LONG FROM STRAIN RELIEF. WIRE SIZE TO BE 18 AWG. GROUND WIRE SIZE TO BE 16 AWG MIN. LOCATION OF SWITCH CONNECTORS MAY VARY DEPENDING ON MODEL. RED (COMMON) BLUE OLET ORANGE (COMMON) YELLOW NORMALLY CLOSED: BLUE NORMALLY CLOSED: NOT WIRED NORMALLY OPEN: VIOLET NORMALLY OPEN: (2) YELLOW COMMON: RED COMMON: (2) ORANGE SWITCH RATING: TWO SINGLE-POLE, DOUBLE-THROW, PREWIRED SWITCHES RATED UP TO hA AT 250 VAC. S 5/09 c®us APPROVED For Listing/Aporovol Details and Limitations, visit our website at www.onvibtar.com or contact an Avvile/AvvilSto,no Sales Representative. jsNijj...Star SERIES 78FP GRUVLOK® Fire Check Valve Fire Products Division of Anvil International UL/ULC Listed & FM Approved Fire Check Valve (~) I I . . . . . . . . . L The Gruvlok 78FP UL/ULC Listed and FM Approved Check Valve 011 is a compact, cost-effective valve, designed for use in grooved- end pipe fire protection systems and related equipment. Valves are to be used in conjunction with grooved pipe and pipe cou- plings that are listed or approved for fire protection systems. PRESSURE RATING: 2" through 12" 78FP UL/ULC Listed and FM Approved Check Valves have a maximum working pressure of 300 PSI (20.7 bar). DESIGN FEATURE: In a full open position the 78FP UL/ULC Listed and FM Approved robber faced swing clapper is held tightly against the valve body, out of the flow stream, to provide maximum flow area and prevention of clapper flutter. The spring loaded clapper design produces quick, non-slam closure before flow reversal can occur, which provides a leak free sealing of back pressures as low as 1 PSI (0.07 bar) equivalent to 28" water head, meeting FM require- ments for an anti-water-hammer check valves. APPLICATIONS: Appropriate for use in fire protection connections such as: Fire Department pumper to sprinkler systems Public water supplies to automatic sprinkler systems Fire pump discharges and by-pass Gravity and pressure tanks Sprir Bushings Hinge Pi Hinge Pin Ph BODY: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 COATINGS: Rust inhibiting paint on exterior Color: BLACK CLAPPER: 2"- 5" Type 304 or 302 Stainless Steel to ASTM A-i 67 ody 6"-12" Ductile Iron conforming to ASTM A-536, Grade 65-45-12 CLAPPER FACING: Grade "E" EPDM -40°F to 230°F (Service Temperature Range)(-40°C to 110°C) pper Recommended for water service, dilutec acids, alkalies solutions, oil-free ;embly air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. SEAT RING: Type 304 Stainless Steel conforming to ASTM A-i 23, ASTM A-213, ASTM-A 312 or ASTM A-269 SPRING: Type 302 Stainless Steel conforming to ASTM A-313 Drain HINGE PIN: Type 304 or 302 Stainless Steel conforming to ASTM A-580 ?ctlons HINGE PIN BUSHINGS: Sintered Bronze conforming to ASTM B-438 HINGE PIN PLUGS AND DRAIN PLUGS: Cast Iron conforming to ASTM A-i 26 Class A. Seat Ring PROJECT INFORMATI ON Project: D Approved Address: D Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: 5/09 ANAt.Star' SERIES 78FP GRUVLOK® Fire Check Valve UL/ULC Listed & FM Approved Fire Check Valve ANVIL Fire Products Division of Anvil International Hinge Pin Plug Lifting Eyebolt F (1O and 12 I Valves Only) +..-. 1/21 NPT D 1/2" NPT Friction Loss Series 78FP Check Valve (Water at 65F) 9.0 8,0 = 7.0 6.0 a 5,0 C 4.0 a °- 3.0 a a 0 2.0 a 1.5 a C 1.0 '1 0.9 a 0.8 0,7 0.6 0.5 - 0.5 7 SERIES 78FP CHECK VALVE FLOW DATA - FRICTION LOSS (FT. •]IIPIPE) Valve Size (=100 (=120 ________ O.D. Sch. 10 5th. 30 ' 5th. 40 5th. 10 Sch. 30 Sch. 40 In 1mm Injmm fl/rn Ft/rn Film Film Film Film 2 2.375 10 - 8 ' 14 - 11 50 60.3 30 - . 2.4 4.3 * 3.4 21/2 2.875 14 - 10 20 - 15 65 73,0 1 4.3 - 3.0 6.1 - 4.6 3 3.500 17 - 12 23 - 17 80 88.9 5.2 - 3.7 7.0 - 5.2 4 4.500 17 - 13 23 - 18 /00 1)4.3 5.2 - 4.0 . 7.0 - 5.5 5 5.563 14 - 11 20 - 15 /25 147.3 4.3 - 3.4 6.1 - 4.6 6 6.625 23 - 19 33 - 26 150 1 768.3 7.0 - 5.8 70.1 - 7.9 8 8.625 35 32 30 50 45 43 200 219.1 10.7 9.8 9.1 /5.2 13.7 13.1 10 10.750 28 25 24 40 36 34 250 2/3.1 8.5 7.6 1.3 12.2 11.0 10.4 12 12.750 31 28 26 44 39 37 300 323.9 9.4 8.5 7.9 13.4 11.9 11.3 SERIES J:].I CHECK 4VALVE Valve Nominal Dimensions Approx. A B C D E F 6 Size Wt. [a. In/DN(mm) In /mm In/mm in /mm in /mm In /mm In /mm tn/mm In/nan . 2 2.375 61/4 2% P/i6 1'/4 41/2 39'6 43/s 7.5 50 60.3 171 60 36 44 114 81 11/ 3.4 21/2 2.875 7114 27A6 1I1 1/4 313/16 3½ 41/2 10.5 65 1 73.0 184 61 39 44 96 92 /14 1 4.8 3 3.500 7'14 29'8 2 ]13/ 41/16 311/ 415/16 11.5 80 88.9 191 67 51 46 /03 93 725 5.2 4 4.500 81/8 ' 31/8 21/4 21/2 555o 41/4 6 13.5 100 774.3 206 79 57 64 728 708 152 6.1 5 5.563 9% 31/2 23/, 2,i6 5/is 41/8 61/4 19.0 /25 141.3 248 89 70 61 147 1/7 777 8.6 6 6.625 121/4 41/4 39' 31/s 6¼ 61/4 81/2 33.5 150 168.3 324 108 84 19 159 171 216 15.2 8 8.625 149's 5'A6 315/56 4 515A6 8 101/4 59.0 200 219.7 365 128 100 102 150 203 260 26.8 10 10.750 18 61A6 415/16 4746 6½ 93A6 1211/16 130.0 250 273.1 457 160 125 115 775 233 322 59.0 12 12.750 21 7/is 6 51As 71/4 10/s 143/ 183.0 300 323.9 533 185 152 /28 184 1 264 375 83.0 FLOW DATA: . The approximate friction losses, based on the Hazen and Williams formula, expressed in equivalent length of pipe is given at right. The friction losses have been calculated on the basis of flow rates typically used with each size valve. IMPORTANT NOTE: Check valve life may be shortened and system damage may occur if check valves are installed too close to a source of unstable flow. Check valves must be installed at a reasonable distance away from pumps, elbows, expanders, reducers or other similar devices. Sound piping practices dictate a minimum of five (5) times the pipe diameter for general use. Distances between three (3) and five (5) diameters are allowable provided the flow velocity is less than 8 feet per second. Distances less than 3 diameters are not recommended. 9.0 8.0 1 7.0 6,0 1 5.0 40 ( 3.0 " 20 / 1.5 1.0 0 0.9 ' 0.8 c 0.7 0.6 a 100 200 300 400 500 700 1000 2000 3000 4000 5000 7000 10000 FLOW RATE IN GALLONS PER MINUTE (GPM) 5/09 a1 FEP Tj iJIL ll,r . •-' U "W :s- / I. A s~ 2 11 211 e 0 The AGF Manufactuing Inc. Model 1011 TESTANDRAIN® matches all the features and benefits of our Model 1000 by providing boti the test function and the express drain function in a multistory installat or, for a wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure Relief Valve with drainage piping. The Model 101 1A complies with the requirements of NFPA-13 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse. The Model 1011A TESTANDRAIN is a compact single handle ball valve which includes a tahper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 3/4" to 2" NPT and BSPT, with all specifiable orifice sizes 3/18' (2.8K), 7A6 (4.2K), ½ (5.6K), 17/32" (8.0K), /8 (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 as required by NFPA.13, 2007 Edi- tion (see reverse). The included ULJFM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings are available and may be substituted. Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the dif- ficult problem of providing the relief valve with a convenient drainage-piping outlet. Shipped with relief valve and bypass drain ports plugged to expedite pressure testing the system. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent uninten- tional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and (1) stem v'asher are avail- able for all TESTANDRAIN valves. Valve and orifice size must be specified when ordering. NOTE: It is important to no:e :hat the pressure rating of the relief valve indicates an operating range of pressure for boh opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for main- tenance. Care should bo taken that the relief valve CANNOT be isolated from the system when The systeT is operational. A relief valve shculd NEVER have a s"utoff valve or a plug downstream of its outlet. TESTANDR"N is registered trademak of AC" Manufacturing Inc. C5011A 10/09 I1011A rM Ball VaIveI O'reesure Re lef ye ettinas I DIMENSIONS Orifice Size Available: /s, 7A6, ½, 17/32, ELO (5/80)*, ESFR (3/4)*, & K25** SIZE A B C D E F G H 34 7'& 11/2 2Y& 3'8" 3½" 11/6" 46" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11. 79/16 11/2 2& 3½" 3½" 113i& 49/6" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 1V4" 71 /16" 111/16 2"16 41/4 35/8 11W16 5W16" 51/3" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 11/2" 815/16" 113/16" 31/4 51A6" 3 /8" 25/8 81/4 107/8 (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2" 815/16" 1W16" 31/4" 51/6" 3/8" 2,'" 81/4 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) "Available on 11/4" to 2" size units only ""Available on 11/2 and 2 size units only THE MODEL 1011 PROVIDES ALL OF THE FOLLOWING.. From the 2007 Edition of NFPA 13 MODEL 1011 - FRONT VIEW MODEL 1011 - PLAN VIEW Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.1 6.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. MATERIALS Chapter 8.1 6.2.4.4 Drains shall discharge outside or to a drain capable of handling Handle: Steel the flow of the drain. Stem: Rod Brass Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into Ball: C.P. Brass a drain capable of accepting full flow.., using an approved sight Body: Bronze test connection containing a smooth bore corrosion-resistant Valve Seat: Impregnated Teflon® orifice giving a flow equivalent to one sprinkler... Indicator Plate: Steel Chapter 8.1 7.4.2.2 The test connection valve shall be readily accessible. Relief Valve: Bronze Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream Bypass Fittings: Brass of the waterflow alarm. Bypass Tubing: Nylobraid Chapter 8.1 7.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, APPROVALS to provide a flow equivalent to one sprinkler... UL and ULC Listed: (EX4019 Chapter 8.1 7.4.3.2 The trip test connection... with a shutoff valve and plug not less & EX4533) than 1", at least one of which shall be brass. FM Approved Chapter 7.1.2 - a gridded wet pipe system shall be provided with a relief valve NYC-BSA No. 720-87-SM set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A relief valve of not less than /2 in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve MADE Li C AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 4 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com Job Name: Architect: Engineer: Contractor: jN4AI...Starco FIG. 171N International Brass Ball Valve Fire Products Division of Anvil International The 171 N Threaded Ball Valves are UL listed and FM Ap- proved for use in fire protection systems. Valves have a - rugged, dependable design, meeting rigid specification for residential, commercial and industrial applications. The two piece 171 N full port design is available in sizes 1/4" through .44 4". All valves conform to MSS-SP-1 1 0, MSS-SP-25 and 17 Federal Specification WW-Y-35B Type II, Class A Style 3. The valves are available in triple stem seal, hard chrome plated c us ® ball, blow-out proof stem, adjustable packing gland, a APPROVED , j For Usfing/prveaI Details and Uitations, bubble tight shut off and a floating ball for an economical visit our website at www.anvilstar.com or contact solution. ,, Sales Representative. MATERIAL 1:J['I I j[.] BODY: Brass, ASTM BI 24, Alloy C37700 FRICTION WASHER: PTFE RETAINER: Brass, ASTM Bi 24, Alloy C37700 STEM 0-RING: NBR 75 Shore A BALL: Brass, ASTM BI 24, Alloy C37700 Chrome Plated HANDLE: Steel, Zinc Plated to 2", Aluminum to 4" STEM: Brass, ASTM Bi 24, Alloy C37700 Nickel Plated HANDLE COVER: Yellow PVC Coated to 2", Yellow Enamel to 4" SEAT RING: PTFE HANDLE NUT: Steel, Zinc Plated PACKING: PTFE AVAILABLE OPTIONS* PACKING NUT: Steel, Zinc LEVER HANDLE: 1/4" 40 PACKING GLAND: Brass, ASTM BI 24, Alloy C37700 Nickel Plated I ;1u!1iIINFORMATI ON APPROVAL STAMP Project: D Approved Address: D Approved as noted Contractor: J Not approved Engineer: Remarks: Date: • Submittal Notes 1: Notes 2: 5/09 ANJii_Star FIG. 171N International Brass Ball Valve Fire Products Division of Anvil International FIGURE kII; FULL PORT Nominal Port A C D CV Approx. Size Dia. Wt. En. In/mm In/mm In1mm In1mm In/mm Lbsul('g ¼ ¼ 2 31/8 11/4 6 0.3 8 10 51 98 45 0.1 ½ 2 3½ 1/4 7 0.3 10 10 51 98 45 0.1 ½ Y16 2156 31/a lIlt 19 0.4 15 /4 62 98 43 0.2 3/4 3/4 211/16 016 21/4 35 .1 20 19 68 122 57 0.3 1 1t/1 31/16 413/16 2/ia 50 1.0 25 24 78 122 62 0.5 11/4 1¼ 31/16 6 31/16 104 2.0 32 32 87 152 76 0.9 11/2 13/ia 37/8 6 33/i6 268 3.1 40 40 - 98 - 152 84 04 2 1's/i6 43/i6 6/t 313/6 309 4.2 50 49 110 /62 97 1.9 21/2 2'/11 53/6 81/is 5 629 8.0 65 65 141 205 127 37 3 31/8 63/a 83/s 53/6 1018 12.0 80 79 164 205 138 5.9 4 315/fl 7118 - 101/4 6/i6 1622 22.0 100 /00 /94 260 160 - 10.0 5 100 150 200 250 300 350 400 450 500° F 50 100 150 200 250 °C TEMPERATURE BAR PSIG 700-- 45- 40- 600 Ui 500 cc 30- Cl) 400 C,) Ui cc 20- 300-- 200-- 10- 100-- 0- 0 -200 -28 Notes: 1 . Dimensions of solder loint ends conform to ANSI B16.22. Solder end valves are designed to be used with solders not exceeding a melting point of 470°F/250°C. Higher temperatures may damage the seal material. 2. For solder loini valves, the pressure/temperature rating is dependent on the solder material used. Please refer to the limitations listed in ANSI B16. 18. 3. Rate of Flow Calculations for liquids: To determine the flow rate of a liquid passing through a valve, use the following formula: QL=CV (N') Where: Qi = flow of liquid in gallons per minute (GPM) Cv = flow coefficient AP = pressure drop (PSI) Si = specific gravity of liquid 5/09 MATERIAL LIST UNITED BRAss WoRKs, INC. 714 S Main St Randleman NC 27317 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com 1 900 1iSTEFtO Model 176PA Angle Valve 200 WOG @ 180 'Max 100% Pressure Tested Threaded Ends Rising Stem Integral Seat Swivel Disc Holder NO. DESCRIPTION MATERIAL Jam Nut Steel 2 Handwheel Aluminum 3 Stem 0-Ring Buna-N 4 0-Ring Nut Brass 5 Bonnet Brass 6 Body Bronze 7 Stem Brass 8 Disc Acetron GP 9 Bonnet 0-Ring Buna-N Size A B C (Open) C (Closed) Ship Wgt. (ibs) Qty. Unit Pack Qty. Per Case 2" 2.30 3.75 5.25 3.90 2.9 2 12 0 MISCELANEOUS :IJ (P)POTTER The Symbol of Protection BELLS PBA-AC & MBA-DC UL, ULC, and FM Approved Sizes Available: 6' (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC I2OVAC 12VDC(10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm j Environment: Indoor or outdoor use (See Note I) 7 -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 BBIX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4(101mm) square electrical box for indoor use or on a model BBK- 1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK- 1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA 126 1750070 .12A 85 76 8(200) 12VDC MBA 128 1750080 .12A 90 77 [0 (250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC MBA246 1750100 .06A 87 77 8(200) 24VDC MBA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024 .17A 91 78 8(200) 24VAC PBA248 1808024 .1 7A 94 77 10 (250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 .05A 92 83 8(200) 120VAC PBA1208 1808120 .05A 99 84 10(250) 120VAC PBA12010 1810120 .05A 99 86 Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road St. Louis, MO. 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 . www.poltersignal.com . PRINTED IN USA MET. 48850001 - REV V PAGE 1 OF 2 MPG. 95400776 - 10/06 FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADEC /2 CONDUIT ENTRANCE - 0 (41) (105) (E)POTTER The Symbol of Protection BELLS PBA-AC & MBA-DC DIMENSIONS INCHES (mm) FIG. I BELLS <: 211/16' (68) I*1'I DWGv 7Th.2 FIG. 3 WIRING (REAR VIEW) A.C. BELLS HFP ij Device or EE) End-of-Line Resistor PANEL WHITFON) wHI ((0)I.J'I) FROM CONTROL OR PRECEDING BELL CAUI1OSU WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN, NOTES: I. WHEN USING AC BELLS. TEREILNATE EACH ExTrA WIRE SEPAI1ATELYAFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. INSTALLATION The bell shall be installed in accordance with NFPA 13, 72, or local Al-TJ. 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). . PRINTED IN USA MK. 68850001 - REV V PAGE? OF 2 MFG. 45400776 - 10/06 S POTTER VANE TY VSR PE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Specifications subject to change without notice. Ordering Information Nmina1 Pipe Size Model Part Number 2 DNSO VSR-2 1144402 2 1/2' DNÔS VSR-2 1/2 1144425 3 DN80 VSR-3 1144403 3 1/2 VSR-3 1/2 1144435 4" DNIOO VSR-4 1144404 5 - VSR-5 1144405 6" DN150 VSR-6 1144406 8" DN200 VSR.-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Reard/Switch Assembly, stock no. 1029030 General Information The Model VSR is a vane type watertlow switch for use on wet sprinkler systems. it is UL Listed and FM Approved for use on steel pipe: schedules 10 through 40. sizes 2" than 8" (50 mm thru 200 mm). LPC approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering In formation chart. The VSR may also be used as a sectional waterliow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM. (38 LPM) or more occurs downstream oithe device. The flow condition must exist for a period of time necessary to overcome the selected retard period. LI L, CU Land CSFM Listed, FM Approved, LPCBA pp roved, For CE Marked (EN 12259-5) / VdSApproved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - (if- Flow Sensitivity Range for Signal: 4-10 GPM (15-38 HIM) - UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets ofS PDT (Forni C) 10.0Amps at 125/250VAC 2.0 Amps at SOVDC Resistive 10 mAmps mm. at 24Vl)C Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NF/MA 4/11`54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40°F - 120°F. (4.5°C - 49°C) - UL Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler N EPA- 13 One or two family dwelling NFPA-13L) Residential occupancy up to four stories NFPA- I 3R National Fire Alarm Code NFPA-72 A WARNING installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. CAUTION Waterfiow switches that aremonitoring wet, pipe sprinkler systems shall not he used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. Enclosure The VSR switches and retard device are enclosed in a general purpose, die-east housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. is PRINTED Electric Signal Company. LLC • St. Louis, MC) Phone: 866-956-121 I/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. 05401 46 - REV I, PAGE I OF 4 3/09 (E)POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not he installed within 6" (15 cm) of a tilting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. I). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may he inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the watertlow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. I). The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the mnumum required to prevent false alarms CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size Correct incorrect -EK~~ Fig. I 1)0 NOT/EA 17-.Co Oil- /OR AN l/UJ'ENDEI) i'l/R/(ib 01' ThWI/ TIGHTEN NUTS ALTERNAtELY MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW DIRECTION OF wxIERFLO\v \\ \- ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW (1"7on';ng sour QCtii'i'ii'S device in one dove/ion iifl/j) in fa AOAPTER -. AOArrER 'j..- 20nirn ±2nim MAX. DN5O ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE Compatible Pipe/ Installation Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Hole Size U-Boll Nan Torque Schedule 10 (UL) Schedule 40 (UL) BS-1387 (LPC) ON (VDS) mcli mm inch men inch nini inch inin inch imn inch imn inch mm fl-lb n-in VSR-2 2 DNSO 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 -.125/-.062 33.0+2.0 20 27 VSR-2 112 2.5 - 2.875 73.0 0.120 3.05 0.203 5.16 - - - - VSR-2 1/2 - DN65 3.000 76.1 - . - - 0.142 3.6 0.102 2.6 VSR-3 3 DNEO 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 2.00-±.125 50.8±2.0 VSR-3 1/2 3.5 - 4.000 101.6 0.120 3.05 0.226 j 5.74 - - - - VSR-4 4 DNIIIO 4.500 114.3 0.I203,()5 0,237 6.02 0.177 4.5 0.126 3.2 - VSR-5 ' 5 - 5.563 141.3 O. 134 3.40 0.258 6.55 - - - - VSR-6 6 0N150 6.625 168.3 0.134 3.40 (1.280 7.11 0.197 5.0 0.157 4.1) VSR-8 8 1 DN200 8.625 219.1 0.148 3.76 0,322 8.18 0,248 6.3 0.177 4.5 • NOTE. For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. #5401146-REV L PAGE 2 OF 4 3/09 066 1146-14 NOMINAT.PIPI1 DIA, "(.75 in 1,449MM) FOR DO, 50-ION 65 2-2.5 in NOMINAL PIPE nSA. -'2 129 nr(+540MM1F0R0N 80-ON 200 3-8 iii MPG. #5401146- REV .L 3/09 A iiI I-iI PAGE OF 4 Fig. 7 Mounting Dimensions 3.50 in I- ss.o 111m)— i 201) 234 1 (508 ir (594 mn) L-BO.r NUT J - PPED1A t; in Lf-BOLT WASHER............._______________________ PIPE .SADD1.E PIPE- PLASTIC PADDLE- U-BOLT--- PRINTED IN USA @POTTER The Symbol of Protection Fig. 2 Fig. 3 To remove knockouts: Place screwdilver at Break out thin section of cover when inside edge of knockouts, not in the center. wiring both switches from one conduit entrance. VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 4 Switch Terminal Connections Clamping Plate Terminal \ I NOTICE Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. A WARNING uninsulated section of a single conductor should not he looped Ind the terminal and serve as two separate connections. The must be severed, thereby providing supervision of the nection in the event that the wire become dislodged from under terminal. Failure to sever the wire may render the device scrable risking severe property damage and loss of 110,'. not strip wire beyond 3/8' of length or expose an uninsulated doctor beyond the edge of the terminal block. When using nded wire, capture all strands under the clamping plate. Fig. 5 Typical Electrical Connections (BELL! Notes: Ui-_--, vl 'l I POWER SOURCE The Model VSRhas two switches, one can be usedto operate a central (' I III 11 1 ... SUITABLE FOR BELL station, proprietary, or remote signaling unit, while the other contact I rs 0 01 is used to operate a local audible or visual annunciator. + H A condition ofLPC Approval of this product is that the electrical . entry must he sealed to exclude moisture. 0 0 01 WTERFIX)W ZONE For supervised circuits, see "Switch Terminal Connections" I IF- 0UR ON FIRE PANEL I drawing and warning note (Fig. 4). 0 DVdD 114-12 Testing The frequency of inspection and testing .ftr the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always he used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 l.l'M) is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must he tested in accordance with the testing instructions. VSR (E)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are frmnd, replace the detector. The VSR waterfiow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. in the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 6). There is no maintenance required. only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 6) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe I. Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterilow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the tripstem. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perfbrm a flow test and place the system back in service. Fig. 6 REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH .Z.ASSEMBLY TO BASE 1 BREAK OUTTI IIN SECTIONOF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING I'SCR RETARD/SWITCH ASSEMBLY (2) LOCATING DO NOT REMOVE F (2) RETARD HOUSING SCREWS (2) LOCATING PIN BOSSES IN BASE DWG# 1146-10 Removal of Waterfiow Switch To prevent accidental water damage, all control valves should he shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and remove U-bolts. Gently 1111 the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector saddle. Lift detector clear of pipe. PRINTED IN USA MFG. 95401146- REV I, PAGE 4 OF 4 3/09 (DPOTTER OUTSIDE SCREWAND YOKE The Symbol of Protection VALVE SUPERVISORY SWITCH UL, UL(; and CSFM Listed, FM Approved, NV MEA Accepted, CE Marked Dimensions: 6.19"I.X 225W X 5.88"H (P)POI TFJ I 5,7cm LX 5,7cm W X 14,6cm 11 -- I Weight: 2 lbs (0,9 kg) 0 0 Enclosure: Cover- Die-Cast J L Finish- Red Spatter Enamel -- - Base -Die Cast Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper Resistant Screws Optional Cover Tamper Switch Available - Contact Ratings: 1 1 OSYSU-l: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 15 Amps at 125/250VAC - - 2.5 Amps at 30VDC resistive Environmental Limitations: -40°F to 140°F(401Cto60°C) NEMA 4 and NEMA 61) Enclosure (1P67) 1 Indoor or outdoor use (Not for use in hazardous locations. See Bulletin No. 5400705 OSYS-(J-EX for hazardous locations). Conduit Entrances: 2 knockouts for 1/2" conduit provided Service Use: Automatic Sprinkler NFPA-13 1 - - - :, One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 General Information The OSYSIJ is used to monitor the open position of an OS&Y (Outside screw and yoke) type gate valve. This device is available in two models; the OSYSU-1, containing one set of SPDT (Form C) contacts and the OSYSU-2, containing two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS&Y valves ranging in size from 2" to 12" (50mm to 300mm). They will mount on some valves as small as V2' (12,5mm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See Ordering information. Optional Cover Tamper Switch A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See Ordering information. Testing The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Ordering Information Model Description Stock No. OSYSU-1 Outside Screw & Yoke 1010106 Supervisory Switch (Single switch) OSYSU-2 Outside Screw & Yoke 1010206 Supervisory Switch (Double switch) Cover Screw 5490424 Hex Key for Cover Screws and 5250062 Installation Adjustments Optional Cover Tamper Switch Kit 0090131 Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-0988/Canada: 888-882-1833 • www.pottersignal.com . PRINTED IN USA MEG. 45400979 - REVS RAGE I OF 4 5/09 (P)POTTER OUTSIDE SCREWYOKE The Symbol of Protection VALVE SUPERVISORY SWITCH FIG. 1 SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" SIZES These switches mount convenient/v to most 2" to 12" OS&)' valves. They will mount on sonic valves as small as 1i'' J-hoolcs may be required on valves with limited clearance. CLAMP BAR SIX YriHI) MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET C CARE SMALL VALVE INSTALLATION Remove and discard "C" washer and roller from the trip rod. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw. but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: if trip rod length is excessive, loosen the locking screw 9 and remove the trip rod from the trip lever. Using pliers, break off the one (I) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure, Final adjustment is made by loosening 2 screws (see Fig. I) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves Out of: the groove easily and that the switches activate within one turn when the valve is operated from the I UI I OPEN towards the CLOSED 1) position. and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use i-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. Mark the valve stem at the center of the trip rod. Remove the OSYSU. File a 1/8" deep groove centered on the mark- on the valve stem utilizing a 3/16" diameter straight file. Round NOTE: CLOSE THE VALVE FULLY TO DETERMINE TI IAT THE SIEM IHREADSDONOIACIJVA1LJHLSWIIH III ESW ITC 11 BEING ACTIVATED IVATITD BY THE STEM THREADS COULD RESULT IN A E4LSE '21LVE OPEN IND1CAI'ION. . PRINTED IN USA MFG. #5400979- REVS PAGE 2 OF 4 5109 (T)POTTER OUTSIDE SCREW AND YOKE The Symbol of Protection VALVE SUPERVISORY SWITCH. FIG. 2 LARGE VALVE INSTALLATION -3" THRU 12" SIZES 3" THRL 12" (76mm THRU 300mm) VALVES , ....BRACKET USE CARRIAGE BOLTS. BOUT'S MOUNT / ON INSIDE OF YOKE, IF''] FIFRE' IS / SUFFiCIENT CLEARANCE. / -CLAMP BAR CARRIAGE BOLT' (2 REBI 'IREDI SI.,CTTEL) ................... ,' / / / / /\ / / / RU LI B MOUNTING HOLES./ MAYBE USED FOR 1 / / If' . _- GROOVE FINE ADJUSTMENT OFSWITCIION' / ;y BRACKET.YOKE / [1/ \ {4//c / -- SAl VI S-1 I'M -' -TRIF ROD '-GLAND LARGE VALVE INsTALLA'rR)N I. With the valve in theIFULL.OPEN position, locate the OSYSIJ across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: if trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break oft the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. Mark the valve stem at the center of the trip rod.. Remove the OSYSU. File a 1/8' deep groove centered on the mark of the valve stem utilizing a 3/8" diameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in I and out of the groove as the valve is operated. Mount the OSYSU loosely with the trip rod centered in groove Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches ae:ivate within one turn when the valve is operated from the FULL OP-'N towards the CLOSED position. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE''l'lE VALVE FULLY TO DETERMiNE THAI' 'II'HE SlIM IHRIADSDONOIAcI1V'sIIIHISWucHH1S\ITCH BEING ACTIVATED BY THE STEM THREADS COU[..D RESULT INA FALSE VALVE OPENINDICATION. .--.. PRINT ED IN USA MFG. 55400979 - REV S PAGE 3 OF 4 5/09 FIG.4 PARTS COVER TA USER (WHITE) CC (RED) N (BLACK) N KNOCKOUTS FOR ELECTRICAL CONNECTIONS SCREW JIM 9,979-6 SCREW (E)POTTER The Symbol of Protection FIG. 3 DIMENSIONS 50)) I'XT[NDF)) 01SYSU-1 ,-2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH BREAKING EXCESSIVE ROD LENGTH DWCi9I-7 PRINtED IN USA SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and Serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. MPG. 115400979 - REV S 5/(19 TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT N.O. TO POWER FOR LIT NC INDICATING DICATIN¶7 DEVICE DEVICE TO SUPERVISORY CIRCUIT O [ END OF OF CONTROL PANEL CO'VIA LINE N.C. RESISTOR DWGE 979.) Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE CLOSED VALVE POSITION POSITION COM. COM. COM. COM. SW #2 SW #2 DWOS 979-2 PAGE 4 OF 4 Model D-1 Sprinkler Guard Order Sprinkler Guard Separately or Factory Installed (See Ordering Instructions) Model D-1 Sprinkler Guard on Upright and Pendent Frame-Style Sprinklers* *The standard response sprin- klers with 5 mm glass bulb shown above are representative only. The Model D-1 Guard may be used with standard and large orifice, upright or pendent standard re- sponse sprinklers with 5 mm glass bulbs; standard response fusible link sprinklers; and quick response sprinklers with 3 mm glass bulbs and QR fusible element sprinklers VK301 and VK303. Figure 1 April 13, 2007 Sprinkler 130a n 4\I I FJ I1Gi l:lI[.11u.JM SPRINKLER GUARDS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION The Viking Sprinkler Guard is a hard-wire cage designed to encase the sprinkler and protect it from mechanical damage. It is recommended for areas where the sprinkler is installed at a low elevation and/or near areas of high human or mechanical activity. The Model D-1 Sprinkler Guard is for use with Viking standard and large orifice, standard and quick response upright and pendent frame style sprinklers. The Dry Pendent Sprinkler Guard is for use with Viking standard and large orifice, standard and quick response dry upright, dry vertical sidewall, and dry pendent sprinklers. 2. LISTINGS AND APPROVALS Model D-1 Sprinkler Guard: cULus Listed: Category VFJV FM Approved: Class 2091 cULus Listed and FM Approved for use with standard and large orifice, standard and quick response upright and pendent frame style sprinklers, including the following: VKIOO, VKIO2, VKI08, VK110, VK122, VK124, VK200, VK202, VK204, VK206, VK300, VK302, VK350, VK352, VK550, VK551, and VK552. cULus Listed for quick response fusible element sprinklers VK301 and VK303. Dry Sprinkler Guard: No Listings or Approvals 3. TECHNICAL DATA Specifications: Model D-1 Sprinkler Guard Dimensions: 3-5/8" (90 mm) diameter, Viking Technical Data may be found on 3-1/8" (79 mm) high. The Viking Corporation's Web site at Dry Sprinkler Guard: http://www.vikinggroupinc.com. Dimensions 2" (51 mm) diameter, The Web site may include a more recent 2-1/8" (54 mm) high. edition of this Technical Data Page. Material Standards: Model D-1 Sprinkler Guard: Guard: Bright Basic Steel UNS-G10100 Guard Finish: Clear Chromate over Zinc Plating Screws: Two Self-Tapping 6-32 x 1/2 (Combination Head): Steel Screw Finish: Zinc Plated Stainless Steel Model D-1 Sprinkler Guard: Guard: T302/T304 Electro-Polished Stainless Steel Screws: Two 6-32 x /2" (Combination Head): Stainless Steel UNS-S41000 Dry Sprinkler Guard: Guard and Ring: Bright Basic Steel UNS-GI0100 Finish: Clear Chromate over Zinc Plating Ordering Information: (Also refer to the current Viking price list.) A. Model D-1 Sprinkler Guard: The Model D-1 Sprinkler Guard may be ordered separately or factory installed on Viking upright and pendent standard or large orifice, standard or quick response frame style sprinklers. NOTE: The Model 0-1 Sprinkler Guard is NOT designed to be used on sidewall sprin- klers, ELO sprinklers, or sprinklers installed in recessed escutcheons. To order the Model 0-1 Sprinkler Guard separately (Figure 1 - Top): Order Viking Part No. 10325 or Order Viking Part No. 12198 (Stainless Steel) 0 Form No. F_012798 Replaces page 130a-b dated April 28, 2006. (Reformatted.) Dry Sprinkler Guard (Order sprinkler guard separately from sprinklers.) Sprinkler 130b April 13, 2007 '44J 11<] I1GTECHNICAL DATA SPRINKLER GUARDS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com n To order the Model 0-1 Sprinkler Guard factory installed: Refer to the Viking Price Book to select the appropriate base part number (plus appropri- ate suffixes for temperature and finish) for the sprinkler used. To order the Model D-1 Sprinkler Guard factory installed on the sprinkler, add the suffix "G". B. To order the Viking Dry Sprinkler Guard (Figure 2 - Top): Order Viking Part No. 08954. NOTE: The Dry Sprinkler Guard is NOT Listed or Approved. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: For frame style sprinklers equipped with Model D-1 Sprinkler Guard, use Wrench Part No. 10896W/B (available since 2000) or 05000GW/B (no longer available). Model E-I Water Shield for frame style upright sprinklers equipped with Model D-1 Sprinkler Guards: Part No. 10326 (see page 131a-d). Model F-I Water Shield for frame style pendent sprinklers equipped with Model D-I Sprinkler Guards (see page 131 a-d): For use on 1/2" NPT Sprinklers, order Part No. 10323 For use on 3/4" NPT Sprinklers (standard and large orifice only, NOT ELO), order Part No. 10324 4. INSTALLATION A. Installing Model D-I Sprinkler Guard: Model D-1 Sprinkler Guards can be retrofitted onto sprinklers that have already been installed on the system. However, it is recommended to install the guard onto the sprinkler prior to installing the sprinkler on the system and prior to applying any pipe-joint compound or tape to the external threads of the sprinkler. Consider ordering the guard factory installed on the sprinkler used. Loosen the screws in the brackets at the base of the sprinkler guard. Spread and hold the two bracket halves (at the base of the sprinkler guard) apart just enough to place the guard over the deflector and wrench boss of the sprinkler. With the sprinkler inside the sprinkler guard, position the guard so the two halves of the bracket grip the sprinkler just below the wrench boss, but above the threads. IMPORTANT! Orient the sprinkler guard so the screw openings in the base of the guard are located at the ends of the sprinkler wrench boss (where the sprinkler frame arms contact the wrench boss). See Figure 1. Thread both screws into the openings provided in the opposite bracket half and tighten to secure the base of the guard to the sprinkler. Apply a small amount of pipe-joint compound or tape to the external threads only, taking care not to allow a build-up of compound in the sprinkler orifice. Install the sprinkler on the piping using the special sprinkler wrench. DO NOT use the guard to start or thread the sprinkler into the fitting. fl IneG,IIinn tha flni Qnrnklar flir,r,ls flni c,nrinlelcrc, -f ha inofollad nn tha ouofcrn nrinr fn .... ,.7 11 .y V installing the guard onto the dry sprinklers. Note: When installing the Dry Sprinkler Guard on recessed Dry Pendent or recessed Vertical Dry Sidewall Sprinklers, the Viking Recessed Escutcheon Cup must be removed and the sprinkler centered in a mini- mum 2-1/8" (54 mm) diameter hole prior to installation of the Dry Sprinkler Guard. Remove the retaining ring from the Dry Sprinkler Guard. Spread and hold the two "C" shaped halves of the bracket (at the base of the guard) apart just enough to place the guard over the deflector and wrench boss of the sprinkler. With the sprinkler inside the guard, position the guard so the "C" shaped brackett halves of the guard grip the sprinkler in the slot provided just below the wrench boss. IMPORTANT! Orient the sprinkler guard so two of the four guard wires align with the frame arms of the sprinkler. See Figure 2. Push the retaining ring over the guard toward the base of the sprinkler until the ring snaps firmly into the depression provided on each of the four wire members of the guard. For recessed dry pendent or recessed vertical dry sidewall sprinklers, re-install the Viking recessed escutcheon cup. 0 April 13, 2007 Sprinkler 130c fl 44J I VJ f*tJ l.l:II[.11U'YM SPRINKLER GUARDS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com IMPORTANT NOTES The Model D-1 Sprinkler Guard is NOT designed to be used on sidewall sprinklers, ELO sprinklers, or sprinklers installed in recessed es- cutcheons. The Model D-1 Sprinkler Guard is cULus Listed and FM Approved for use with standard and large orifice, standard and quick response upright and pendent frame style sprinklers, including the following: VK100, VK102, VK108, VK110, VK122, VK124, VK200, VK202, VK204, VK206, VK300, VK302, VK350, VK352, VK550, VK551, and VK552. cULus Listed for quick response fusible element sprinklers VK30I and VK303. Model 0-1 Sprinkler Guards can be retrofitted onto sprinklers that have already been installed on the system. However, it is recommended to install the guard onto the sprinkler prior to installing the sprinkler on the system and prior to applying any pipe-joint compound or tape to the external threads of the sprinkler. Consider ordering the guard factory installed on the sprinkler used. WARNING: Viking products are manufactured and tested to meet the rigid requirements of the approving agency. The sprinklers are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory including, but not limited to: painting, plating, coating, or modification, may render the sprinkler inoperative and will nul- lify the approval and any guarantee made by The Viking Corporation. The Dry Sprinkler Guard is NOT Listed or Approved. I IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to the ap- propriate sprinkler data page. Viking sprinklers are designed to be installed in accordance with the latest edition of Viking technical data, the latest standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. OPERATION Refer to the sprinkler techical data page for the sprinkler model used. The Sprinkler Guard is a hard-wire cage designed to encase the sprinkler and protect it from mechanical damage. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking sprinklers and sprinkler guards are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. 0 Model A4 3 Capacity Residential iviociel A4 6 Capacity Standard Model A4 6 Capacity Large I , apacity 2,tanaara Bulletin 204 Rev, V Reliable oSprinkler Emergency Cabinets oSprinkler Escutcheons Sprinkler Emergency Cabinets Model A4 Designed to carry an emergency supply of sprinklers and a sprinkler wrench. Made of light weight steel with holes for mounting. These compact cabinets are fin- ished in attractive red enamel and are furnished with knockouts to accommodate either ½" or 3/4" sprinkler threads. The Model A4 Cabinets are available in the fol- lowing sizes: 3 Capacity - For residential sprinklers in NFPA 13D and 13R systems 5" high x 73/6" long x 2%" deep. Locate wrench separately. 6 Capacity Standard - For /2" and 3/4" NPT standard and large orifice sprinklers. 5" high x 14" long x 2%" deep. 6 Capacity Large - For ESFR, XLO and VELO Sprinklers. 6/4 " high x 14' long x 3/8 deep. 12 Capacity Standard - For Y" and %' NPT standard and large orifice sprinklers. 5' high x 14" long x 4" deep. Model A3 Model A3 Cabinets are designed to carry an emergency supply of decorative type sprinklers and an installation wrench. They are able to accommodate 12 Reliable Models G Recessed, Gi, 04, G4FR, ZX or Model B Flush Sprinklers, and up to 6 sprinklers with a 1" adjust- able inlet. Installation Data: Size of Cabinet: 16%" long x 14/4" high x 313/6" deep. Size of Mounting Holes: / diameter. Spacing of Mounting Holes: 13Y " length - 11" height. Ordering Information When ordering, specify Model (A4 or A3) and cabinet capacity size and type (Standard or Large). Sprinklers and sprinkler wrenches are to be ordered separately. Sprinkler Escutcheons These escutcheons enhance the appearance of instal- lations by covering exposed fittings of automatic sprin- kler systems that are visible beyond finished ceilings and walls. Furnished to accommodate NPT male pipe threads, escutcheons are held firmly in place by the sprinklers. The finishes provided are decorative and in- tended for indoor use. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Identification Signs Description Installation Specs Manufactured from .020" Installation of the 6" x 2", Material: white coated aluminum. All 5" x 7", and 9" x 7" alumi- .020" aluminum w/ sign types are screen num signs is accomplished removable plastic printed with a fade resistant by several methods. The coating red ink. Each sign is shipped most common installation Sizes: with a clear protective plastic procedure is to use #16 6" x 2" coating which can be re- Single Jack chain to hang 5" x 7" moved at time of installation, the sign on the area being 9" x 7" Each sign type meets or identified. Since all of the exceeds NFPAI3 require- above mentioned signs are Available designations: ments. All signs (except 7" predrilled at all four corners, round) are drilled in four the last link of the chain can See current catalog for a full corners to allow for easy be opened and hooked listing of all available signs. installation. All signs (except through through the top 7" round) may be installed holes on the signs and hung with sign chain or with any on the appropriate valve or fastener that is suitable for piping. The signs may also the material that the sign is be fastened to a flat surface being attached. The 7" with fasteners appropriate to round bell signs are center the base material. (The 9" x drilled to allow for installation 7" Fire Alarm Bell sign must directly to the bell gong be drilled to be attached assembly. Type "A" 9" x 7" directly to the bell gong.) Control valve signs are drilled with the same four - qLROL hole pattern as Type "B" 6" x fIPP For questions: 2" signs to allow for 1 800 344-1822 attachement of Type "B" to 1 800 344-3775 Fax Type "A". http://www.fppi.com © 1996-1999 Fire Protection Products, Inc. November 14, 2008 Miscellaneous 906a TECHNICAL DATA WATER AND AIR The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com DESCRIPTION Viking Pressure Gauges give visual indication of the water or air pressure available to the fire protection sys- tem. LISTINGS AND APPROVALS UL Listed - VEVX (Ashcroft Inc.) ULc Listed - VEVXC (Ashcroft Inc.) FM Approved - Pressure Gauges (Ashcroft Inc.) TECHNICAL DATA Connection: 1/4' NPT Working Pressure: Water Gauge: 300 psi (20.7 bar) Air Gauge: 80 PSI (5.5 bar) Maximum Pressure: Water Gauge: 300 psi (20.7 bar) Air Gauge: 250 PSI (17.2 bar) (Air gauge includes a 'Retard Zone" between 80 and 250 PSI) Material Standards Case: ABS (Acrylonitrile Butadiene Styrene) Window: Polycarbonate Dial: Black figures on White Background Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Ordering Information Available since 1977 Water Pressure Gauge - V\NATERSF Air Pressure Gauge - VAIRSF Water Pressure Gauge P/N: VWATERSF '_1 t I4; Air Pressure Gauge P/N: VAIRSF Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. 4. INSTALLATION 1. Gauges are to be installed in accordance with the latest published standards of the National Fire Protection Association or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. 2, Gauges must be handled with care. They must be stored in a coo:, dry place in their original shipping container. Never install gauges that have been dropped or damaged in any way. Such gauges should be destroyed immediately. Adequate heat must be provided where gauges are installed. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint com- pound is allowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the /2" (15 mm) NPT outlet of the coupling. DO NOT over-tighten the gauge. AVAILABILITY The water and air gauges are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F052197 Revised page replaces page 906 a-b dated January 12, 2007 (Changed part numbers) Miscellaneous 906b November 14, 2008 TECHNICAL WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1-1/8" 128.61 03-1/2" 1891 2-11/16" 168.31 L J 15/32" [11.91 Figure 1 - Gauge Dimensions (Dimensions apply to Air and Water Gauges) Form No. F_052197 Revised page replaces page 906 a-b dated January 12, 2007 (Changed part numbers) ThHJ expertise. in ry Case. n Product description Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up 104 hours fire rating Technical Data FS-ONE Intumescent Firestop (at 73°F (23°C) and 50% relative humidity) Chemical basis: Water-based intumescent acrylic dispersion Density: Approx. 1.5 g/cm3 Color: Red Working time: Approx. 20-30 mm Curing time: Approx. 14-21 days Shore A Hardness: Approx. 35 Movement capability: Approx. 5% Intumescent Activation: Approx 250°F (121°C) Expansion rate (unrestricted): Up to 3-5 times original volume Temperature resistance (cured): -40°F (-40°C) to 212°F (100°C) Application temperature: 35°F (2°C) to 100°F (38°C) Sound transmission classification: 50 ASTM E 90-97 Surface burning characteristics: Flame Spread: 0 (ASTM E 84-96) Smoke Development: 5 System advantage/Customer benefits Protects most typical firestop penetration applications Easy to work with and fast cleanup Can be repenetrated when laying new cables Can be painted Approvals I UNDERWRITEIO L)AORTOP!EO.INC. <G> ICBO Evaluation Service, Inc. Report No. 5071 I FILL, VOID DAvrrYMATEvLkLs CLASSIFIEDBY ® California State Fire Marshal Listing No. 1200:108 I FOR USE IN INTSSTEMS APPROVED City of New York MEA 326-96-M Vol. II I SEE. UL FIRE RESISTANCE DIRECTORY Installation instructions for FS-ONE Cable installation ®r - 1. Clean opening. 2. Pack mineral wool. 3. Apply FS-ONE. 4. Smooth FS-ONE. 5. Leave completed seal 6. Fasten identification (If required) undisturbed for 48 hours, plate (if required). Pipe installation ----.---- 12 1. Clean opening. 2. Pack mineral wool. 3. Apply FS-ONE. 4. Smooth FS-ONE. 5. Leave completed seal 6. Fasten identification (If required) undisturbed for 48 hours, plate (if required). Opening Notice about approvals Clean the opening. Surfaces to which FS-ONE will be applied should be • Check that the penetration has been sealed according to the specified cleaned of loose debris, dirt, oil, moisture, frost and wax. Structures drawing in the UL Fire Resistance Directory or the Hilti Firestop Manual. supporting penetrating items must be installed in compliance with For further advice, please contact -lilti customer service. Refer to Hilti local building and electrical standards. product literature and UL Fire Res stance Directory for specific application Application of firestop sealant details. Install the prescribed backfllling material type and depth to obtain the Not for use... desired rating (if required). Leave sufficient depth for applying FS-ONE. • High movement expansion joints Application of firestop sealant: Apply FS-ONE to the required depth in • Underwater order to obtain the desired fire rating. Make sure FS-ONE contacts all • On materials where oil, plasticizers or solvents may bleed i.e. impregnated surfaces to provide maximum adhesion. For application of FS-ONE use a wood, oil based seals, green or partially vulcanized rubber standard caulking gun, foil pack gun, bulk loader and bulk gun. With • In any penetration other than those specifically described in this manual FS-ONE buckets, Graco type sealant pumps may be used. (Contact pump or the test reports manufacturer for proper selection). Safety precautions Smoothing of firestop sealant: To complete the seal, tool immediately to • Before handling, read the product and Material Safety Data Sheet for give a smooth appearance. Excess sealant, prior to curing, can be cleaned detailed use and health information away from adjacent surfaces and tools with water. • Keep out of reach of children Leave completed seal undisturbed for 48 hours. • Wear suitable gloves and eye protection For maintenance reasons, a penetration seal should be permanently Storage marked with an identification plate and fastened in a visible position next • Store only in the original packaging in a location protected from moisture to the seal. at temperatures between 40°F (5°C) and 86°F (30°C) Observe expiration date on the packaging Saving Lives & Property through innovation & education Hilti U.S.: 1-800-879-8000 I www.us.hilti.com