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Home My WebLink AboutFIR2024-00003 - FIR Inspections - 10/1/2024 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 40 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St.Bldg. 8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT 111 PERMIT/CASE NUMBER: z �e 249!/-GDdG J ADDRESS/LOCATION: FINDINGS• ::,ems rc tlisc � ;� .sit. „s, t 5SA411 7 146TLn7 /7�� `/J tip- -- ",1 4- PAY / �(!/f •n T � /7//��C�1S e��/rGLfL�l Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. gMake corrections, items will be checked on the next inspection. ❑ OK to Date: Please contact our office regarding possible Department: FZ �--. structural damage incurred by recent Inspector: /�? r//.n r "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 Ur/ (11fir(l, t"O �(fiftl, oe�)� 61' �,tirw Randy Collins / From: Randy Collins Sent: Monday, April 1, 2024 11:36 AM 1 _ To: 'Nick Shattuck ©' Cc: 'herb@knightf ire.net'; 'marco@knightfire.net' 'el Sp-hG tv Subject: Outcome of Today's Inspection 0,1 sdw,)k At- 1%5h� f;-mac Hi Nick, SZ ZSZf !<<r VM As we discussed, here is the email I indicated I would send you with the outcome of today's inspection.The purpose was to conduct the sprinkler system final for your warehouse addition and check the fire alarm for new batteries and ensure the strobes were in sync. While Herb from Knight fire was present, he had no knowledge of the correction notice I had issued during the rough-in/hydro inspection conducted on Feb 28.To that end,there were items on that list that did not appear to be corrected and included: • A second spare head box installed with heads specifically for the new system and the box clearly marked to indicate what part of the system the heads are for. • An orifice installed in the discharge of the aux drain/inspectors test that is the same size as the orifice of the sprinkler heads. • Installation of lateral earthquake bracing on the EXISTING piping(it appears longitudinal bracing was installed). In lieu of engineered calculations, I indicated I would accept bracing every 40' but Herb from Knight mentioned they may have been using an exception for cross-mains suspended less than 6"from their structural members. If this is the case, I would ask this to be verified by Knight and the appropriate section#from NFPA 13 be provided. Unfortunately,there was no rep from Fire Tek present so we could not test the strobes on the fire alarm. In addition,the alarm panel door was open and the alarm in trouble mode, suggesting someone was working on it. This was reinforced by the removal of the cover from the sprinkler system flow switch. Needless to say,the alarm system needs to be serviced promptly and restored to Normal Operating Condition. Based on these findings, I would askyou to make the corrections as identified above to both the fire alarm and sprinkler system and once complete, contact me to schedule the reinspection for both systems (making sure a rep from both Knight and Fire Tek are present). Any questions, please let me know. Thanks Randy Collins Fire Marshal Mason County 360 427-9670 x309 360 490-0167 Cell 1 MASON COUNTY FIRE MARSHAL COMMERCIAL SPRINKLER SYSTEM INSPECTION REPORT- NFPA-13, 2019 edition JOB &1,/ pADDRESS FIRM FIR Weld Inspection Performed Date Inspector N/A ` Underground Inspected Date IY11i Underground Flushed Date ROUGH-IN/ HYDRO 4• Date-a,Z`' 21 Begin Time PSI ' End Time PSI Inspector Q 1. Piping Installed Per Approved Plans Yes V No Date Corrected 2. Are Hangers Located as Required Yes No Date Corrected (12 feet, 1-1/4" Pipe & Less, 15 feet all others) 3. Hangers use Correct Fastener(17.2) Yes No Date Corrected 4. Is 4-way Brace at Riser Top (18.5.8) Yes V No Date Corrected 5. Flex Couplings at Riser Top & Bottom Yes ✓ No Date Corrected (18.2.3.1) �lr'trnl`Sys , \6. Lateral Braces 40' & Longitudinal 80' Yes ✓ No Date Corrected (18.5.5-18.5.6) 7. Pass Hydro/Rough-In Inspection Yes _ No Date Corrected Comments lbollycG -4w, FINAL INSPECTION Date Inspector 1. Spare Heads & Wrench with Box Yes No Date Corrected (6.2.9) 2. Flow Test Activates Alarm Bell Yes No Date Corrected (NFPA-72 17.12.2) 3. Flow and Tamer Switch Supervised Yes No Date Corrected (8.16.1.1.2) 4. Valve(s) Locked Open & Labeled Yes No Date Corrected (8.16.1.1.2, 8.16.1.1.8) 5. FDC Capped & In Good Condition Yes No Date Corrected (8.17.2.5) (8.17.5) 6. Riser Unobstructed w/ Calc. Plate Yes No Date Corrected (25.5—28.5.1) 7. Sprinkler Heads Unobstructed Yes No Date Corrected (8.5.1) 8. Main Drain Test Performed (28.2.3.4) Yes No Date Corrected (Attach Contractors Cert. For above ground Pipe) N11f 5yso-16-i 9. Pass Final Inspection Yes No Date Corrected Comments KNIGHT FIRE PROTECTION,INC. G �,vrS�h� `k' ' 9702 Lathrop Industrial Dr. SW t OLYMPIA,WA 98512 �6 Z (360)786-8606lI ct, � (1'2 LICENSE NO. KMGBFP044LK W "ON GUARD 24 HOURS A DAY" FIRE SPRINKLER HYDRAULIC CALCULATIONS FOR JP Belco—Port of Shelton 1890 East Johns Prairie Road Shelton, WA 98584 KFP Contract No. 23-033 • Remote Area 101 — South Storage • Remote Area 121 — South Storage ............... ............ WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 Randy Knighton M 1 2789-0791-CG Level 3 N 1 Knight Fire Protection 1 i KNIGHFP044LK N A Ilk- 1 Explros 1 1 OEC 31,23 1 1 Signaturo 1 ..........��i Certificate of Competency Stamp For Entire Set of Calculations.. "QUALITY IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!" ;;,:;:,,i,:;;� llli!iKNIGH Knight Fire Protection, Inc. 9702 Lathrop Industrial Dr. SW Tumwater,WA 98512 360-786-8606 Job Name JP Belco- Port of Shelton Drawing 1 of 1 Location 1890 East Johns Prairie Road, Shelton, WA 98584 Remote Area 101 Contract 23-033 Data File 23-033 JP Belco- Port of Shelton 101 11-20.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Knight Fire Protection, Inc. Page 1 , JP Belco- Port of Shelton Date 10-18-23 HYDRAULIC CALCULATIONS for JOB NAME JP Belco- Port of Shelton Location 1890 East Johns Prairie Road, Shelton, WA 98584 Drawing# 1 of 1 Contract# 23-033 Date 10-18-23 DESIGN Remote area# 101 Remote area location South Storage Occupancy classification Storage-OH1 Density .15 - Gpm/SgFt Area of application 2000-SgFt Coverage/sprinkler 124- SgFt Type of sprinkler calculated 5.6k SR SSP #Sprinklers calculated 17 In-rack demand - GPM Hose streams 500 - GPM Total water required(including hose streams) 838.485-GPM @ 40.6406- Psi Type of system Wet Grid Volume of system (dry or pre-action) - Gal WATER SUPPLY INFORMATION Test date 5-9-23 Location NE of building Source of info Kyle Leadon -Veltre Engineering 3010-70G 12s7 ez S� CONTRACTOR INFO Knight Fire Protection, Inc. j Address 9702 Lathrop Industrial Dr. SW/Tumwater, WA 98512 Phone# 360-786-8606 Name of designer Joe Pennell Authority having jurisdiction City of Shelton NOTES: Remote area is manually peaked textl(35)- invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve Knight Fire Protection, Inc. Page 2 JP Belco- Port of Shelton Date 10-18-23 City Water Supply: Demand: C1 - Static Pressure 69 D1 - Elevation 11.694 C2- Residual Pressure: 52 D2- System Flow : 338.485 C2 - Residual Flow 1410 D2- System Pressure 40.641 Hose ( Demand ) : 500 D3 - System Demand : 838.485 Safety Margin 21.860 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 u 70 R 60 C2 E 50 D2 40 30 03 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary Knight Fire Protection, Inc. Page 3 JP Belco- Port of Shelton Date 10-18-23 Fitting Legend Abbrev. Name 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 1 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Mfx Metraflex Loop Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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. Revision: 50.5520.727 Flow Summary - NFPA Knight Fire Protection, Inc. Page 4 JP Belco- Port of Shelton Date 10-18-23 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 69.0 52 1410.0 62.501 838.48 40.641 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 H 25.5 5.6 13.02 20.21 0.15 124 102H 28.0 5.6 11.43 18.93 0.15 124 103H 28.0 5.6 11.03 18.6 0.15 124 104H 25.5 5.6 12.1 19.48 0.15 124 105H 23.25 5.6 13.12 20.28 0.15 124 106H 21.0 5.6 14.37 21.23 0.15 124 107H 25.5 5.6 13.02 20.21 0.15 124 108H 28.0 5.6 11.44 18.94 0.15 124 109H 28.0 5.6 11.04 18.61 0.15 124 110H 25.5 5.6 12.1 19.48 0.15 124 111 H 23.25 5.6 13.12 20.29 0.15 124 112H 21.0 5.6 14.38 21.23 0.15 124 113H ` 28.0 5.6 12.37 19.7 0.15 124 114H 28.0 5.6 11.67 19.13 0.15 124 115H 25.5 5.6 12.68 19.94 0.15 124 116H 23.25 5.6 13.66 20.69 0.15 124 117 H 21.0 5.6 14.8 21.54 0.15 124 4B 17.25 17.68 5B 17.25 17.73 6 B 17.25 17.76 7B 17.25 17.77 8B 17.25 17.77 1 B 17.25 17.56 2B 17.25 17.57 3B 17.25 17.61 1 A 17.25 20.86 2A 17.25 20.86 3A 17.25 20.87 4A 17.25 20.89 5A 17.25 20.91 6A 17.25 20.94 7A 17.25 20.97 8A 17.25 21.01 9A 17.25 21.66 10A 17.25 21.69 11 A 17.25 21.73 12A 17.25 21.77 13A 17.25 21.8 14A 17.25 21.84 15A 17.25 21.87 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA Knight Fire Protection, Inc. Page 5 JP Belco- Port of Shelton Date 10-18-23 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 16A 17.25 21.91 17A 17.25 21.94 18A 17.25 21.98 19A 17.25 22.02 20A 17.25 22.05 21 A 17.25 22.09 22A 17.25 22.12 23A 17.25 22.16 24A 17.25 22.2 25A 17.25 22.23 25C 17.25 22.24 TOR 17.25 22.42 BOR 3.0 29.76 FLG 0.5 40.45 SRC 1.0 40.64 500.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 6 JP Belco - Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ""'***' Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 101 H 25.500 5.60 -44.84 1.5 9.917 120 13.020 to -1.083 102H 28 -44.84 1.728 9.917 -0.0509 -0.505 Vel = 6.13 102H 28 5.60 18.93 1.5 21 11.29 10.333 120 11.432 to 11.290 0.0 103H 28 -25.91 1.728 21.623 -0.0185 -0.400 Vel = 3.54 103H 28 5.60 18.60 1.5 9.917 120 11.032 to 1.083 104H 25.500 -7.31 1.728 9.917 -0.0018 -0.018 Vel = 1.00 104H 25.500 5.60 19.48 1.5 9.917 120 12.097 to 0.974 105H 23.250 12.17 1.728 9.917 0.0046 0.046 Vel = 1.66 105H 23.250 5.60 20.28 1.5 9.917 120 13.117 to 0.974 106H 21 32.45 1.728 9.917 0.0280 0.278 Vel = 4.44 106H 21 5.60 21.23 1.5 1 5.645 5.083 120 14.369 to J 11.29 16.935 1.624 1 B 17.250 53.68 1.728 22.018 0.0711 1.566 Vel = 7.34 0.0 1 B 53.68 17.559 K Factor= 12.81 107H 25.500 5.60 -44.82 1.5 9.917 120 13.025 to -1.083 108H 28 -44.82 1.728 9.917 -0.0509 -0.505 Vel = 6.13 108H 28 5.60 18.94 1.5 21 11.29 10.333 120 11.437 to 11.290 0.0 109H 28 -25.88 1.728 21.623 -0.0185 -0.399 Vel = 3.54 109H 28 5.60 18.61 1.5 9.917 120 11.038 to 1.083 110H 25.500 -7.27 1.728 9.917 -0.0017 -0.017 Vel = 0.99 110H 25.500 5.60 19.48 1.5 9.917 120 12.104 to 0.974 111 H 23.250 12.21 1.728 9.917 0.0046 0.046 Vel = 1.67 111 H 23.250 5.60 20.29 1.5 9.917 120 13.124 to 0.974 112H 21 32.5 1.728 9.917 0.0281 0.279 Vel = 4.45 112H 21 5.60 21.23 1.5 1 5.645 5.083 120 14.377 to J 11.29 16.935 1.624 2B 17.250 53.73 1.728 22.018 0.0712 1.568 Vel= 7.35 0.0 2B 53.73 17.569 K Factor= 12.82 113H 28 5.60 -35.14 1.5 21 11.29 10.333 120 12.371 to 11.290 0.0 114H 28 -35.14 1.728 21.623 -0.0325 -0.702 Vel = 4.81 114H 28 5.60 19.13 1.5 9.917 120 11.669 to 1.083 115H 25.500 -16.01 1.728 9.917 -0.0077 -0.076 Vet = 2.19 115H 25.500 5.60 19.94 1.5 9.917 120 12.676 to 0.974 116H 23.250 3.93 1.728 9.917 0.0007 0.007 Vel = 0.54 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 7 JP Belco - Port of Shelton Date 10-18-23 Node1 Elev1 K Oa Nom Fitting Pipe CFact Pt to or Ftngs Pe **`*** Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 116H 23.250 5.60 20.70 1.5 9.917 120 13.657 to 0.974 117H 21 24.63 1.728 9.917 0.0168 0.167 Vel = 3.37 117H 21 5.60 21.54 1.5 1 5.645 5.083 120 14.798 to J 11.29 16.935 1.624 3B 17.250 46.17 1.728 22.018 0.0538 1.185 Vel = 6.32 0.0 3B 46.17 17.607 K Factor= 11.00 101 H 25.500 65.05 1.5 1 5.645 25.083 120 13.020 to J 11.29 16.935 3.573 1 A 17.250 65.05 1.728 42.018 0.1015 4.263 Vel = 8.90 0.0 1 A 65.05 20.856 K Factor= 14.24 107H 25.500 65.03 1.5 1 5.645 25.083 120 13.025 to J 11.29 16.935 3.573 2A 17.250 65.03 1.728 42.018 0.1014 4.261 Vel = 8.90 0.0 2A 65.03 20.859 K Factor= 14.24 113H 28 54.83 1.5 1 5.645 35.083 120 12.371 to J 11.29 16.935 4.656 3A 17.250 54.83 1.728 52.018 0.0740 3.848 Vel = 7.50 0.0 3A 54.83 20.875 K Factor= 12.00 4B 17.250 30.76 1.5 41 22.58 81.333 120 17.679 to 2J 22.58 45.160 0.0 4A 17.250 30.76 1.728 126.493 0.0254 3.211 Vel = 4.21 0.0 4A 30.76 20.890 K Factor= 6.73 5B 17.250 30.62 1.5 41 22.58 81.333 120 17.727 to 2J 22.58 45.160 0.0 5A 17.250 30.62 1.728 126.493 0.0252 3.183 Vel = 4.19 0.0 5A 30.62 20.910 K Factor= 6.70 6B 17.250 30.61 1.5 41 22.58 81.333 120 17.755 to 2J 22.58 45.160 0.0 6A 17.250 30.61 1.728 126.493 0.0252 3.182 Vel = 4.19 0.0 6A 30.61 20.937 K Factor= 6.69 7B 17.250 30.70 1.5 41 22.58 81.333 120 17.769 to 2J 22.58 45.160 0.0 7A 17.250 30.7 1.728 126.493 0.0253 3.200 Vel = 4.20 0.0 7A 30.70 20.969 K Factor= 6.70 8B 17.250 30.89 1.5 41 22.58 81.333 120 17.772 to 2J 22.58 45.160 0.0 8A 17.250 30.89 1.728 126.493 0.0256 3.237 Vel = 4.23 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Find Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 8 JP Belco - Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *****"' Notes ** * Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 8A 30.89 21.009 K Factor= 6.74 1 B 17.250 53.68 4 12.500 120 17.559 to 0.0 2B 17.250 53.68 4.31 12.500 0.0008 0.010 Vel = 1.18 2B 17.250 53.73 4 12.500 120 17.569 to 0.0 3B 17.250 107.41 4.31 12.500 0.0030 0.038 Vel = 2.36 3B 17.250 46.16 4 12.500 120 17.607 to 0.0 4B 17.250 153.57 4.31 12.500 0.0058 0.072 Vel = 3.38 4B 17.250 -30.75 4 12.500 120 17.679 to 0.0 5B 17.250 122.82 4.31 12.500 0.0038 0.048 Vel = 2.70 5B 17.250 -30.62 4 12.500 120 17.727 to 0.0 6B 17.250 92.2 4.31 12.500 0.0022 0.028 Vel = 2.03 6B 17.250 -30.61 4 12.500 120 17.755 to 0.0 7B 17.250 61.59 4.31 12.500 0.0011 0.014 Vel = 1.35 7B 17.250 -30.70 4 12.500 120 17.769 to 0.0 8B 17.250 30.89 4.31 12.500 0.0002 0.003 Vel = 0.68 0.0 8B 30.89 17.772 K Factor= 7.33 1 A 17.250 65.05 6 12.500 120 20.856 to 0.0 _2A 17.250 65.05 6.357 12.500 0.0002 0.003 Vel = 0.66 2A 17.250 65.03 6 1 12.573 12.500 120 20.859 to 12.573 0.0 3A 17.250 130.08 6.357 25.073 0.0006 0.016 Vel = 1.31 3A 17.250 54.83 6 12.500 120 20.875 to 0.0 4A 17.250 184.91 6.357 12.500 0.0012 0.015 Vel = 1.87 4A 17.250 30.76 6 12.500 120 20.890 to 0.0 5A 17.250 215.67 6.357 12.500 0.0016 0.020 Vel = 2.18 5A 17.250 30.61 6 12.500 120 20.910 to 0.0 6A 17.250 246.28 6.357 12.500 0.0022 0.027 Vel = 2.49 6A 17.250 30.61 6 12.500 120 20.937 to 0.0 7A 17.250 276.89 6.357 12.500 0.0026 0.032 Vel = 2.80 7A 17.250 30.71 6 12.500 120 20.969 to 0.0 8A 17.250 307.6 6.357 12.500 0.0032 0.040 Vel = 3.11 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 9 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 8A 17.250 30.88 6 Mfx 0.0 12.000 120 21.009 to 0.604 * Fixed Loss = 0.604 9A 17.250 338.48 6.357 12.000 0.0038 0.045 Vel = 3.42 9A 17.250 0.0 6 9.500 120 21.658 to 0.0 10A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 10A 17.250 0.0 6 9.500 120 21.694 to 0.0 11 A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 11 A 17.250 0.0 6 9.500 120 21.730 to 0.0 12A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 12A 17.250 0.0 6 9.500 120 21.766 to 0.0 13A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 13A 17.250 0.0 6 9.500 120 21.802 to 0.0 14A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 14A 17.250 0.0 6 9.500 120 21.838 to 0.0 15A 17.250 338.48 6.357 9.500 0.0037 0.035 Vel = 3.42 15A 17.250 0.0 6 9.500 120 21.873 to 0.0 16A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 16A 17.250 0.0 6 9.500 120 21.909 to 0.0 17A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 17A 17.250 0.0 6 9.500 120 21.945 to 0.0 18A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 18A 17.250 0.0 6 9.500 120 21.981 to 0.0 19A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 19A 17.250 0.0 6 9.500 120 22.017 to 0.0 20A 17.250 338.48 6.357 9.500 0.0037 0.035 Vel = 3.42 20A 17.250 0.0 6 9.500 120 22.052 to 0.0 21 A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 21A 17.250 0.0 6 9.500 120 22.088 to 0.0 22A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 22A 17.250 0.0 6 9.500 120 22.124 to 0.0 23A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 23A 17.250 0.0 6 9.500 120 22.160 to 0.0 24A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Find Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 10 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *** Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 24A 17.250 0.0 6 9.500 120 22.196 to 0.0 25A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 25A 17.250 0.0 6 2.083 120 22.232 to 0.0 25C 17.250 338.48 6.357 2.083 0.0038 0.008 Vel = 3.42 25C 17.250 0.0 6 1 12.573 2.833 120 22.240 to J 31.433 44.006 0.0 TOR 17.250 338.48 6.357 46.839 0.0038 0.176 Vel = 3.42 0.0 TOR 338.48 22.416 K Factor= 71.49 TOR 17.250 338.48 6 Fsp 0.0 14.750 120 22.416 to J 31.433 31.433 7.172 ** Fixed Loss = 1 BOR 3 338.48 6.357 46.183 0.0038 0.174 Vel = 3.42 BOR 3 0.0 6 Zim 0.0 7.250 120 29.762 to 1 12.573 12.573 10.611 ** Fixed Loss = 9.528 FLG .500 338.48 6.357 19.823 0.0038 0.075 Vel = 3.42 FLG .500 0.0 6 L 11.316 47.000 120 40.448 to T 37.72 61.609 -0.217 SRC 1 338.48 6.357 G 3.772 108.609 0.0038 0.410 Vel = 3.42 F 8.801 500.00 Qa = 500.00 SRC 838.48 40.641 K Factor= 131.53 Computer Programs by Hydratec Inc. Revision: 50.5520.727 "Y.v KN16H I'lilllr Illi�Ilil IIIII' �IIIII I Ili nll I Knight Fire Protection, Inc. 9702 Lathrop Industrial Dr. SW Tumwater,WA 98512 360-786-8606 Job Name JP Belco- Port of Shelton Drawing 1 of 1 Location 1890 East Johns Prairie Road, Shelton, WA 98584 Remote Area 101 Contract 23-033 Data File 23-033 JP Belco- Port of Shelton 121 11-20.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Knight Fire Protection, Inc. S Page 1 JP Belco- Port of Shelton v Date 11-20-23 HYDRAULIC CALCULATIONS for JOB NAME JP Belco- Port of Shelton Location 1890 East Johns Prairie Road, Shelton, WA 98584 Drawing# 1 of 1 Contract# 23-033 Date 11-20-23 DESIGN Remote area # 101 Remote area location South Storage Occupancy classification Storage- OH1 Density .20- Gpm/SgFt Area of application 1500 -SgFt Coverage/sprinkler 124 - SgFt Type of sprinkler calculated 5.6k SR SSP #Sprinklers calculated 13 In-rack demand - GPM Hose streams 250 - GPM Total water required(including hose streams) 583.296-GPM @ 50.0866- Psi Type of system Wet Grid Volume of system (dry or pre-action) - Gal WATER SUPPLY INFORMATION Test date 5-9-23 Location NE of building Source of info Kyle Leadon -Veltre Engineering CONTRACTOR INFO Knight Fire Protection, Inc. Address 9702 Lathrop Industrial Dr. SW/Tumwater, WA 98512 Phone# 360-786-8606 Name of designer Joe Pennell Authority having jurisdiction City of Shelton NOTES: Remote area manually peaked textl(35)- invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve Knight Fire Protection, Inc. Page 2 JP Belco- Port of Shelton Date 11-20-23 City Water Supply: Demand: C1 -Static Pressure 69 D1 - Elevation 11.694 C2- Residual Pressure: 52 D2- System Flow : 333.296 C2 - Residual Flow 1410 D2- System Pressure 50.087 Hose ( Demand ) : 250 D3 - System Demand : 583.296 Safety Margin 15.592 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 C2 D2 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary Knight Fire Protection, Inc. Page 3 JP Belco- Port of Shelton Date 11-20-23 Fitting Legend Abbrev. Name 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 1 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Mfx Metraflex Loop Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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. Revision: 50.5520.727 Flow Summary - NFPA Knight Fire Protection, Inc. Page 4 JP Belco- Port of Shelton Date 11-20-23 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 69.0 52 1410.0 65.679 583.3 50.087 NODE A NA L YSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 121 H 25.5 5.6 21.55 26.0 0.2 124 122H 28.0 5.6 19.67 24.84 0.2 124 123H 28.0 5.6 19.61 24.8 0.2 124 124H 25.5 5.6 20.74 25.5 0.2 124 125H 23.25 5.6 22.06 26.3 0.2 124 126H 25.5 5.6 21.56 26.0 0.2 124 127H 28.0 5.6 19.68 24.84 0.2 124 128H 28.0 5.6 19.62 24.81 0.2 124 129H 25.5 5.6 20.75 25.51 0.2 124 130H 23.25 5.6 22.07 26.31 0.2 124 131 H 28.0 5.6 21.5 25.96 0.2 124 132H 28.0 5.6 21.37 25.89 0.2 124 133H 25.5 5.6 22.46 26.54 0.2 124 4B 17.25 26.93 5B 17.25 26.98 6B 17.25 27.01 7B 17.25 27.02 8B 17.25 27.03 1 B 17.25 26.79 2B 17.25 26.8 3B 17.25 26.85 1 A 17.25 30.27 2A 17.25 30.27 3A 17.25 30.29 4A 17.25 30.3 5A 17.25 30.32 6A 17.25 30.35 7A 17.25 30.38 8A 17.25 30.42 9A 17.25 31.05 10A 17.25 31.09 11A 17.25 31.12 12A 17.25 31.16 13A 17.25 31.19 14A 17.25 31.23 15A 17.25 31.26 16A 17.25 31.3 17A 17.25 31.33 18A 17.25 31.37 19A 17.25 31.4 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA. Knight Fire Protection, Inc. Page 5 JP Belco- Port of Shelton Date 11-20-23 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 20A 17.25 31.44 21 A 17.25 31.47 22A 17.25 31.51 23A 17.25 31.54 24A 17.25 31.58 25A 17.25 31.61 25C 17.25 31.62 TOR 17.25 31.79 BOR 3.0 39.13 FLG 0.5 49.91 SRC 1.0 50.09 250.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 6 JP Belco - Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 121 H 25.500 5.60 -38.20 1.5 21 11.29 9.917 120 21.555 to 11.290 -1.083 122H 28 -38.2 1.728 21.207 -0.0379 -0.804 Vel = 5.23 122H 28 5.60 24.84 1.5 10.333 120 19.668 to 0.0 123H 28 -13.36 1.728 10.333 -0.0054 -0.056 Vel = 1.83 123H 28 5.60 24.80 1.5 9.917 120 19.612 to 1.083 124H 25.500 11.44 1.728 9.917 0.0040 0.040 Vel = 1.57 124H 25.500 5.60 25.50 1.5 9.917 120 20.735 to 0.974 125H 23.250 36.94 1.728 9.917 0.0357 0.354 Vel = 5.05 125H 23.250 5.60 26.30 1.5 1 5.645 5.166 120 22.063 to J 11.29 16.935 2.599 1 B 17.250 63.24 1.728 22.101 0.0963 2.128 Vel = 8.65 0.0 1 B 63.24 26.790 K Factor= 12.22 126H 25.500 5.60 -38.17 1.5 21 11.29 9.917 120 21.560 to 11.290 -1.083 127H 28 -38.17 1.728 21.207 -0.0378 -0.802 Vel = 5.22 127H 28 5.60 24.84 1.5 9.833 120 19.675 to 0.0 128H 28 -13.33 1.728 9.833 -0.0054 -0.053 Vel = 1.82 128H 28 5.60 24.81 1.5 9.917 120 19.622 to 1.083 129H 25.500 11.48 1.728 9.917 0.0040 0.040 Vel = 1.57 129H 25.500 5.60 25.50 1.5 9.917 120 20.745 to 0.974 130H 23.250 36.98 1.728 9.917 0.0358 0.355 Vel = 5.06 130H 23.250 5.60 26.31 1.5 1 5.645 5.166 120 22.074 to J 11.29 16.935 2.599 2B 17.250 63.29 1.728 22.101 0.0964 2.131 Vel = 8.66 0.0 2B 63.29 26.804 K Factor= 12.22 131 H 28 5.60 -21.42 1.5 9.833 120 21.498 to 0.0 132H 28 -21.42 1.728 9.833 -0.0130 -0.128 Vel = 2.93 132H 28 5.60 25.89 1.5 9.083 120 21.370 to 1.083 133H 25.500 4.47 1.728 9.083 0.0007 0.006 Vel = 0.61 133H 25.500 5.60 26.53 1.5 1 5.645 15.000 120 22.459 to J 11.29 16.935 3.573 3B 17.250 31.0 1.728 31.935 0.0258 0.823 Vel = 4.24 0.0 3B 31.00 26.855 K Factor= 5.98 121 H 25.500 64.20 1.5 1 5.645 35.000 120 21.555 to J 11.29 16.935 3.573 1 A 17.250 64.2 1.728 51.935 0.0990 5.142 Vel = 8.78 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 7 JP Belco - Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe * ` Notes `* * Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 1 A 64.20 30.270 K Factor= 11.67 126H 25.500 64.17 1.5 1 5.645 35.000 120 21.560 to J 11.29 16.935 3.573 2A 17.250 64.17 1.728 51.935 0.0990 5.139 Vel = 8.78 0.0 2A 64.17 30.272 K Factor= 11.66 131 H 28 47.39 1.5 31 16.935 45.000 120 21.498 to J 11.29 28.225 4.656 3A 17.250 47.39 1.728 73.225 0.0565 4.134 Vel = 6.48 0.0 3A 47.39 30.288 K Factor= 8.61 4B 17.250 31.58 1.5 41 22.58 81.333 120 26.931 to 2J 22.58 45.160 0.0 4A 17.250 31.58 1.728 126.493 0.0266 3.371 Vel = 4.32 0.0 4A 31.58 30.302 K Factor= 5.74 5B 17.250 31.42 1.5 41 22.58 81.333 120 26.981 to 2J 22.58 45.160 0.0 5A 17.250 31.42 1.728 126.493 0.0264 3.340 Vel = 4.30 0.0 5A 31.42 30.321 K Factor= 5.71 6B 17.250 31.40 1.5 41 22.58 81.333 120 27.011 to 2J 22.58 45.160 0.0 6A 17.250 31.4 1.728 126.493 0.0264 3.335 Vel = 4.30 0.0 6A 31.40 30.346 K Factor= 5.70 7B 17.250 31.48 1.5 41 22.58 81.333 120 27.025 to 2J 22.58 45.160 0.0 7A 17.250 31.48 1.728 126.493 0.0265 3.352 Vel = 4.31 0.0 7A 31.48 30.377 K Factor= 5.71 8B 17.250 31.66 1.5 41 22.58 81.333 120 27.029 to 2J 22.58 45.160 0.0 8A 17.250 31.66 1.728 126.493 0.0268 3.386 Vel = 4.33 0.0 8A 31.66 30.415 K Factor= 5.74 1 B 17.250 63.24 4 12.500 120 26.790 to 0.0 2B 17.250 63.24 4.31 12.500 0.0011 0.014 Vel = 1.39 2B 17.250 63.30 4 12.500 120 26.804 to 0.0 3B 17.250 126.54 4.31 12.500 0.0041 0.051 Vel = 2.78 3B 17.250 31.00 4 12.500 120 26.855 to 0.0 4B 17.250 157.54 4.31 12.500 0.0061 0.076 Vel = 3.46 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 8 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe **` Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 4B 17.250 -31.58 4 12.500 120 26.931 to 0.0 5B 17.250 125.96 4.31 12.500 0.0040 0.050 Vel = 2.77 5B 17.250 -31.42 4 12.500 120 26.981 to 0.0 6B 17.250 94.54 4.31 12.500 0.0024 0.030 Vel = 2.08 6B 17.250 -31.40 4 12.500 120 27.011 to 0.0 7B 17.250 63.14 4.31 12.500 0.0011 0.014 Vel = 1.39 7B 17.250 -31.48 4 12.500 120 27.025 to 0.0 8B 17.250 31.66 4.31 12.500 0.0003 0.004 Vel = 0.70 0.0 8B 31.66 27.029 K Factor= 6.09 1 A 17.250 64.20 6 12.500 120 30.270 to 0.0 2A 17.250 64.2 6.357 12.500 0.0002 0.002 Vel = 0.65 2A 17.250 64.17 6 1 12.573 12.500 120 30.272 to 12.573 0.0 3A 17.250 128.37 6.357 25.073 0.0006 0.016 Vel = 1.30 3A 17.250 47.39 6 12.500 120 30.288 to 0.0 4A 17.250 175.76 6.357 12.500 0.0011 0.014 Vel = 1.78 4A 17.250 31.58 6 12.500 120 30.302 to 0.0 5A 17.250 207.34 6.357 12.500 0.0015 0.019 Vel = 2.10 5A 17.250 31.42 6 12.500 120 30.321 to 0.0 6A 17.250 238.76 6.357 12.500 0.0020 0.025 Vel = 2.41 6A 17.250 31.39 6 12.500 120 30.346 to 0.0 7A 17.250 270.15 6.357 12.500 0.0025 0.031 Vel = 2.73 7A 17.250 31.49 6 12.500 120 30.377. to 0.0 8A 17.250 301.64 6.357 12.500 0.0030 0.038 Vel = 3.05 8A 17.250 31.66 6 Mfx 0.0 12.000 120 30.415 to 0.595 Fixed Loss = 0.595 9A 17.250 333.3 6.357 12.000 0.0037 0.044 Vel = 3.37 9A 17.250 0.0 6 9.500 120 31.054 to 0.0 10A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 10A 17.250 0.0 6 9.500 120 31.089 to 0.0 11 A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 11 A 17.250 0.0 6 9.500 120 31.124 to 0.0 12A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 9 JP Belco - Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe '****** Notes *** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 12A 17.250 0.0 6 9.500 120 31.159 to 0.0 13A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 13A 17.250 0.0 6 9.500 120 31.194 to 0.0 14A 17.250 333.3 6.357 9.500 0.0036 0.034 Vel = 3.37 14A 17.250 0.0 6 9.500 120 31.228 to 0.0 15A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 15A 17.250 0.0 6 9.500 120 31.263 to 0.0 16A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 16A 17.250 0.0 6 9.500 120 31.298 to 0.0 17A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 17A 17.250 0.0 6 9.500 120 31.333 to 0.0 18A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 18A 17.250 0.0 6 9.500 120 31.368 to 0.0 19A 17.250 333.3 6.357 _ 9.500 0.0036 0.034 Vel = 3.37 19A 17.250 0.0 6 9.500 120 31.402 to 0.0 20A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 20A 17.250 0.0 6 9.500 120 31.437 to 0.0 21 A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 21 A 17.250 0.0 6 9.500 120 31.472 to 0.0 22A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 22A 17.250 0.0 6 9.500 120 31.507 to 0.0 23A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 23A 17.250 0.0 6 9.500 120 31.542 to 0.0 24A 17.250 333.3 6.357 9.500 0.0036 0.034 Vel = 3.37 24A 17.250 0.0 6 9.500 120 31.576 to 0.0 25A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 25A 17.250 0.0 6 2.083 120 31.611 to 0.0 25C 17.250 333.3 6.357 2.083 0.0038 0.008 Vel = 3.37 25C 17.250 0.0 6 1 12.573 2.833 120 31.619 to J 31.433 44.006 0.0 TOR 17.250 333.3 6.357 46.839 0.0037 0.172 Vel = 3.37 0.0 TOR 333.30 31.791 K Factor= 59.11 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 10 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe '***''' Notes *"*' Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TOR 17.250 333.30 6 Fsp 0.0 14.750 120 31.791 to J 31.433 31.433 7.172 * " Fixed Loss= 1 BOR 3 333.3 6.357 46.183 0.0037 0.169 Vel = 3.37 BOR 3 0.0 6 Zim 0.0 7.250 120 39.132 to 1 12.573 12.573 10.701 ' ' Fixed Loss= 9.618 FLG .500 333.3 6.357 19.823 0.0036 0.072 Vel = 3.37 FLG .500 0.0 6 L 11.316 47.000 120 49.905 to T 37.72 61.609 -0.217 SRC 1 333.3 6.357 G 3.772 108.609 0.0037 0.399 Vel = 3.37 F 8.801 250.00 Qa = 250.00 SRC 583.30 50.087 K Factor= 82.42 Computer Programs by Hydratec Inc. Revision: 50.5520.727 1. Available fire-hydrant flow test records indicate the following conditions: a. Date: May 9. 2022 b_ Time: 10:45 a-m. C. Performed by: Kyle Leadon. PE of Veltre Engineering. d. Location of Residual Fire Hydrant R: NE of budding e. Location of Flow Fire Hydrant F: North of read hydrant f. Static Pressure at Residual Fire Hydrant R: 69 psig. g. Measured Flom`at Flow Fire Hydrant F: 1.410 gpm. h. Residual Pressure at Residual Fire Hydrant R: 52 psig. Belco Forest Products Mill-3 Expansion Port of Shelton BID PACKAGE#2 - BUILDING ADDITION O SCOPE OF WORK KNIGNT FIRE PROTECTION TO EXTEND THE EXISTING NET PIPE FIRE SPRINKLER SYSTEM THROVGHQJT THE NEW ADDITION PER NFPA IS. Hv �"A A4 S e•E� ..r fFIr �, �E•D •LL E a•P Wli..�\ e e e z z f I—.a.I...�...I.H,RD,K —.a,IRT•.IE ArE IY,I.RI !� • � ! ,I I e e • I I . I HANGER DETAILS rl!%ISJ� T W HYDRAULIC REFERENCE • I I rue Kr.e wu.•ra Y 8 KEYNOTERre . o , gUlLph gEC7lp1 SEISMIC BRACING DETAILS VICINITY SUPPLEMENTAL HYDRAULIC REFERENCE �• _._ ..._.._ _.. _ ....... - • 4—_a. !—4-�W_._rti. ss I T T t T t T I I I I I I I I I I 1 I I I I i I I I I I I I i I i I I ! q I I I I I I I I I I I I I I I 1 1 ( t t 1 1 t t 1 t t e a gr . . f t } { f I f f i f E ; f } f f I ' ITf f Ti ITf Itr f i It f 1 f f e OR t t t t fi t f T t I f f t I t t t � t t t t f fi I I I I i I I 1 I I I i r-ic —4--5 is'15.e";5 3-u �`sr�E"—.•r-# .___ _ 99 .O ._�i ....I...oeen•rw enae rwR r•RaR ooRl FIRE SPRINKLER SPRIN_ N�KLER PLAN ^ ""_E^"" A•urruPSP•. amr e ST ea a. SPRINKLERSUSED SYSTEM D AN WA IN O. t= NGRT TFIRE PROTECTION,INC., TINGLEGN PPR-ALS w _ hYtCV N-S DTOY YTP INDV87RIAL DR.911 r~••'•�•••••••••-• ..�•�w C rwn �r�' Ili IrRe�u (360)TEE-—Is IA JP Belco-Port of Shelton Me •••�•• • M~FPRI. N RRp aInM •w.�i 800 EaK.Mne Prato Rok _ _ IEIRbn NA 9E'N KNIGHT FIRE PROTECTION, INC. 9702 Lathrop Industrial Dr. SW OLYMPIA,WA 98512 (360)786-8606 LICENSE NO. KNIGHFP044LK ON GUARD 24 HOURS A DAY" FIRE SPRINKLER SEISMIC BRACE CALCULATIONS FOR JP Belco — Port of Shelton 1890 East Johns Prairie Road Shelton, WA 98584 KFP Contract No. 23-033 WASHINGTON STATE CERTIFICATE OF COMPETENCY • FIRE PROTECTION SPRINKLER SYSTEMS Randy Knighton ch 2789-0791-CG Level 3 Knight Fire Protection i KNIGHFP044LK CN Expireslo SIpnstwe DEC 31,23 ; ==am Certificate of Competency Stamp For Entire Set of Calculations. "QUALITY IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!" TOLBraceTM Seismic Bracing Calculations V8.8.124 Contractor: Knight Fire Protection,Inc. Project Address: JP Belco-Port of Shelton Address: 9702 Lathrop Industrial Drive __..._ Tumwater,WA 98512 Frf & 1890 East Johns Prairie Road PbLverkvBustaesswortdwwe Phone: 360-786-8606 Shelton,WA 98584 Licence: KNIGHFP044LK Job#23-033 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length ?'o" 2.134 m TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 _ Fig.1001 Clamp 2000 Ibs(907 kg) 1000 Ibs(454 kg) Fig.980-3/8"Universal$WIVE 1600 Ibs(726 kg) 800 Ibs(363 kg) Type of Brace SCh.40 See Fastener Information 30°Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOT components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11_mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 Ibs 420 k Fastener Information PIKE vve Orientation to Connecting Surface NIT Type G Fastener Type 3/8in. Unfinished Steel Bolt Diameter 3/8in. Length N/A T�YA'i0.t00f Maximum Load 735 Ibs(333 kg) 9H'AVMKMG Brace Identification on Plans LAT 4.5 Prying Factor N/A Brace Type Lateral[XI Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation(Fpw=CpWp) cp= 0.7175 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Eddy-Flow 29 ft(8.8 m) 29 ft(8.8 m) 11.29 lb/ft(16.8 kg/m) 327 Ibs(148 kg) 1.5"(40 mm) Eddy-Flow 80 ft(24.4 m) 80 ft(24.4 m) 2.86 lb/ft(4.26 kg/m) 229 Ibs(104 kg) Subtotal Weight 556 Ibs(252 kg) Wp(incl.15%) 639 Ibs(290 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 459 Ibs(208 kg) 4" Eddy-Flow 29 Maximum Fpw per 18.5.5.2(if applicable) 1012 lb(459 kg) (TOLB race-Version 8) Use of TOLBrace-is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation JP Belco-Port of Shelton Job#23-033 1890 East Johns Prairie Road F. * r "e"ag Business iY 464,46 Brace Identification LAT 4.5 Brace Type(Per NFPA#13) NFPA Type G Braced Pipe(ft) 4"EddyFlow Pipe Spacing of Brace 29'0"(8.84 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30' Type of Fastener 3/8in. Unfinished Steel Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"EddyFlow Pipe(101.6 mm) 29 ft(8.8 m) 1.5"EddyFlow Pipe(38.1 mm) 80 ft(24.4 m) G-Factor Used 0.7175 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 459 Ibs(208 kg) Material Capacity 926 Ibs(420 kg) Fastener Capacity 735 Ibs(333 kg) Fig. 1001 Clamp 1000 Ibs(454 kg) Fig.980-3/8"Universal Swivel 800 Ibs(363 kg) Structural Member Steel I-Beam Calculations prepared by Joe Pennell `The desorption of the Structural Member is for informational purposes only. TOLBracel software calculates the brace assembly only,not the structure it is attached to. Calculated with TOIBrace" 8 Visit us at w Aolco.com TOLBraceTM Seismic Bracing Calculations V8.8.124 Contractor: Knight Fire Protection,Inc. Project Address: JP BelCo_Port of Shelton Address: 9702 Lathrop Industrial Drive �� Tumwater,WA 98512 F.T&N 1890 East Johns Prairie Road P[.wenng Business t4101OW+de _...__..____.._..__._______._._....._...._..___........____- Phone: 360-786-8606 Shelton,WA 98584 Licence: KNIGHFP044LK Job#23-033 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2,134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace _ Fig. 1001 Clamp 2000 Ibs(907 kg) 1000 Ibs(454 kg) Fig.980-1/2"Universal$WIVE 2100 Ibs(953 kg) 1050 Ibs(476 kg) Type of Brace Sch_40 See Fastener Information 30°Min. *Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOT components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail UR Value 200 ,acorn M Max Horizontal Load 926 Ibs 420 k W E15x ATTX-4:E ♦Tik'u+e.l Fastener Information m1 EPE Orientation to Connecting Surface NFPA Type G Fastener Type 1/2in. Unfinished Steel Bolt Diameter 1/2in. Length N/A ,ai�a:w.,om Maximum Load 1300 Ibs(590 kg) SYIAY9tKp0 Brace Identification on Plans LAT 6.5 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation(Fpw=CpWp) CP= 0.7175 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch.10 29 ft(8.8 m) 29 ft(8.8 m) 23.03 lb/ft(34.27 kg/m) 668 Ibs(303 kg) 1.5"(40 mm) Eddy-Flow 80 ft(24.4 m) 180 ft(24.4 m) 2.86 lb/ft(4.26 kg/m) 229 Ibs(104 kg) Subtotal Weight 897 Ibs(407 kg) Wp(incl.15%) 1032 Ibs(468 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 740 Ibs(336 kg) 6" Sch.10 29 Maximum Fpw per 18.5.5.2(if applicable) 2647 Ib(1200 kg) (TOLBrace-Version 81 Use of TOLBrace-is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation JP Belco-Port of Shelton Job#23-033 1890 East Johns Prairie Road s Erne,ngBu:intssVl:it�'iaFCF Brace Identification LAT 6.5 Brace Type(Per NFPA#13) NFPA Type G Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 29'0"(8.84 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener 1/2in.Unfinished Steel Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 29 ft(8.8 m) 1.5"EddyFlow Pipe(38.1 mm) 80 ft(24.4 m) G-Factor Used 0.7175 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 740 Ibs(336 kg) Material Capacity 926 Ibs(420 kg) Fastener Capacity 1300 Ibs(590 kg) Fig. 1001 Clamp 1000 Ibs(454 kg) Fig.980-1/2"Universal Swivel 1050 Ibs(476 kg) Structural Member Steel I-Beam Calculations prepared by Joe Pennell The description of the Structural Member is for informational purposes only. TOLBracel software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace-8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.124 Contractor: Knight Fire Protection,Inc. Project Address: JF Belco Port of Shelton Address: 9702 Lathrop Industrial Drive Tumwater,WA 98512 F.,T*N 1890 East Johns Prairie Road PesveEus/rwssWmtdwvie Phone: 360-786-8606 Shelton,WA 98584 Licence: KNIGHFP044LK Job#23-033 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig.4L Clamp 2000 Ibs(907 kg) 1000 Ibs(454 kg) Fig.980-3/8"Universal$WIVE 1600 Ibs(726 kg) 800 Ibs(363 kg) Type of Brace Sch.40 YP — See Fastener Information `Calculation Based on CONCENTRIC Loading Angle of Brace 30°Min. 9 -- 'Please Note:These calculations are for TOLCO,,,components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 Ibs 420 k TOLCO FIG.980 Fastener Information BRACE PIPE Orientation to Connecting Surface NFPA Type A_ __ Fastener Type 3/8in.Unfinished Steel Bolt TOLCO FIG aL Diameter 3/8in. t......._........_....._ Length N/A Maximum Load 900 Ibs 4( 08 kg) Brace Identification on Plans LNG 4.0 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation(Fpw=CpWp) CP= 0.7175 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Eddy-Flow 45 ft(13.7 m) 45 ft(13.7 m) 11.29 lb/ft(16.8 kg/m) 508 Ibs(230 kg) Subtotal Weight 508 Ibs(230 kg) Wp(incl.15%) 584 Ibs(265 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 419 Ibs(190 kg) 4" Eddy-Flow 45 Maximum Fpw per 18.5.5.2(if applicable) N/A fTOLBrace—Version 81 Use of TOLBrace-is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation JP Belco-Port of Shelton Job#23-033 1890 East Johns Prairie Road a *N Acwe.�ng BOSOM Wolk atJe Brace Identification LNG 4.0 Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 4"EddyFlow Pipe Spacing of Brace 45'0"(13.72 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length TO"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener 3/8in.Unfinished Steel Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"EddyFlow Pipe(101.6 mm) 45 ft(13.7 m) G-Factor Used 0.7175 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 419 Ibs(190 kg) Material Capacity 926 Ibs(420 kg) Fastener Capacity 1984 Ibs(900 kg) Fig.4L Clamp 1000 Ibs(454 kg) Fig.980-3/8"Universal Swivel 800 Ibs(363 kg) Structural Member Steel I-Beam Calculations prepared by Joe Pennell `The description of the Structural Member is for informational purposes only. TOLBracel software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace-8 Visit us at w Aolco.com TOLBraceTM Seismic Bracing Calculations V8.8.124 Contractor: Knight Fire Protection,Inc. Project Address: JP Belco-Port of Shelton Address: 9702 Lathrop Industrial Drive _._ ._._ _ _ Tumwater,WA 98512 F. *N 1890 East Johns Prairie Road fb",vBusmssmrow& _.....__.____.._._._.____._____.._._.__..._.___._____....._._.. Phone: 360-786-8606 Shelton,WA 98584 Licence: KNIGHFP044LK Job#23-033 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCO TM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace �. __. Fig.4L Clamp 2000 Ibs(907 kg) 1000 Ibs(454 kg) Fig.980-1/2"Universal SWIVE 2100 Ibs(953 kg) 1050 Ibs(476 kg) Type of Brace Sch 40 YP __. See Fastener Information 30'Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace _ _-_ *Please Note:These calculations are for TOLCOT components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm)_ Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 Ibs(420 kg) TOLCO FIG 980 Fastener Information BRACE PIPE Orientation to Connecting Surface NFPA Type_A Fastener Type 1/2in. Unfinished Steel Bolt TOLCO FIG 4L Diameter 1/2in. I Length N/A Maximum Load 1600 Ibs 726 k Brace Identification on Plans LNG 6.0 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[XI 4-Way[ ] Sprinkler System Load Calculation(Fpw=CpWp) CP c 0.7175 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch.10 45 ft(13.7 m) 45 ft(13.7 m) 123.03 lb/ft(34.27 kg/m) 1036 Ibs(470 kg) Subtotal Weight 1036 Ibs(470 kg) Wp(incl. 15%) 1191 Ibs(540 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 855 Ibs(388 kg) 6" Sch.10 45 Maximum Fpw per 18.5.5.2(if applicable) N/A fTOLBrace—Version 8) Use of TOLBrace-is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation JP Belco-Port of Shelton Job#23-033 1890 East Johns Prairie Road Fra *Npoweang d, Brace Identification LNG 6.0 Brace Type(Per NFPA#13) NFPATypeA Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 45'0"(13.72 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener 1/2in.Unfinished Steel Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 145 ft(13.7 m) G-Factor Used 0.7175 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 855 Ibs(388 kg) Material Capacity 926 Ibs(420 kg) Fastener Capacity 1600 Ibs(726 kg) Fig.4L Clamp 1000 Ibs(454 kg) Fig.980-1/2"Universal Swivel 1050 Ibs(476 kg) Structural Member Steel I-Beam Calculations prepared by Joe Pennell The description of the Structural Member is for informational purposes only. TOLBracel software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace-8 VIM us at w Acico.com KNIGHT FIRE PROTECTION, INC. 9702 Lathrop Industrial Dr. SW OLYMPIA,WA 98512 (360)786-8606 LICENSE NO. KMGHFP044LK ON GUARD 24 HOURS A DAY" FIRE SPRINKLER HYDRAULIC CALCULATIONS FOR JP Belco—Port of Shelton 1890 East Johns Prairie Road Shelton, WA 98584 KFP Contract No. 23-033 • Remote Area 101 — South Storage • Remote Area 121 — South Storage WASHINGTON STATE � CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Randy Knighton cr 2789-0791-CG Level 3 N Knight Fire Protection KNIGHFP044LK � t iq .►.. � o i � ExpWa l � OEC St,23 ■ � Sisnatun � Certificate of Competency Stamp For Entire Set of Calculations. "QUALITY IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!" K IGHI Knight Fire Protection, Inc. 9702 Lathrop Industrial Dr. SW Tumwater,WA 98512 360-786-8606 Job Name JP Belco- Port of Shelton Drawing 1 of 1 Location 1890 East Johns Prairie Road, Shelton, WA 98584 Remote Area 101 Contract 23-033 Data File 23-033 JP Belco- Port of Shelton 101 11-20.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Knight Fire Protection, Inc. Page 1 JP Belco- Port of Shelton Date 10-18-23 HYDRAULIC CALCULATIONS for JOB NAME JP Belco- Port of Shelton Location 1890 East Johns Prairie Road, Shelton, WA 98584 Drawing# 1 of 1 Contract# 23-033 Date 10-18-23 DESIGN Remote area# 101 Remote area location South Storage Occupancy classification Storage-OH1 Density .15-Gpm/SgFt Area of application 2000- SgFt Coverage/sprinkler 124- SgFt Type of sprinkler calculated 5.6k SR SSP #Sprinklers calculated 17 In-rack demand -GPM Hose streams 500- GPM Total water required(including hose streams) 838.485-GPM @ 40.6406- Psi Type of system Wet Grid Volume of system(dry or pre-action) -Gal WATER SUPPL Y INFORMA TION Test date 5-9-23 Location NE of building Source of info Kyle Leadon-Veltre Engineering CONTRACTOR INFO Knight Fire Protection, Inc. Address 9702 Lathrop Industrial Dr. SW/Tumwater, WA 98512 Phone# 360-786-8606 Name of designer Joe Pennell Authority having jurisdiction City of Shelton NOTES: Remote area is manually peaked textl(35)-invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve Knight Fire Protection, Inc. Page 2 JP Belco- Port of Shelton Date 10-18-23 City Water Supply: Demand: C1 -Static Pressure 69 D1 - Elevation 11.694 C2- Residual Pressure: 52 D2- System Flow : 338.485 C2- Residual Flow 1410 D2-System Pressure 40.641 Hose( Demand ) : 500 D3- System Demand : 838.485 Safety Margin 21.860 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 C2 E 50 D2 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary Knight Fire Protection, Inc. Page 3 JP Belco- Port of Shelton Date 10-18-23 Fitting Legend Abbrev. Name 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 1 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Mfx Metraflex Loop Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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. Revision: 50.5520.727 0 � ? -n Q cn o 0 0 � 0 w -I O cn .P w N — W N -� w �l OCn -N - — — — — -- — — — — — — — — — — -a CD � 1 � W S cn4wN — o > > > > > > > > > W oO00000www ' � � � 00000000o - n -� DDDDDD -4m n -NwN -� Ocow -4rncn -NwN � fu rp o -n (q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 cC � (D C 0 -0 3 rn ° CD 0— s - - - — — — — -a — — — — — --� - — — — — --� N N N N N NNNN NN N N NN to N � 0 y ^y► � O � -I V V vvv V -,1 -l -lv �4 �1 �4 �l -4 -4 -4 V J -4 -4 -J coCnww � W (nCO00 W Cnww (n p� O V! �i fD P Z NNNNNNNNNNNNNNNNNNNNNNNONCn000Ncn00 (nON (n00 (n Q O C �' .� E cn cnCn00 cn cn cn cn m 00 cn 00 Cn 0 Cn 0" to cn cn 0 Cn Cn Cn ; � 7 n -� D 0 0 Q coo y cncnocncnwcncncncncncnwcncnww w y C: � am in � ornam � in0rnamornam � 0 � amo� �~ N � � N CD 0 co d NNNNNNN NNNNNNNN - - — — — — -- — — — — - - - — — — - - - — — — - — � � � T y � � � 0000000 -A -4 -4 V - .-A -4 - -N W N " N -NW N " — W 4 W N " — W 0 y Z O O C www -l -l000CDCDCDwwwwM0Cn - -4 --4 -4 MW 006 W W 40 W 1 - 040 QC 0 O �I A �IWCDO � �I ? � CD �100 � �10 �I �I0Ww 0w -1 -IwN � AN �IN W W N Cp m rZ v z n o vn n NN — — NN — — NNN — » N Zn y 0 y y -+ OCOCDCD -� OCOwwO � OCOwwO Q S co N y Z7 CnOCO -+ -I NNAOCDNNN ? OCDN Q ; Cn tr y < .A CD4w Wcow � ? � Www W � CDCQ C1p C_D N fD O 7 O w co cn W O N w 01 O A N w O 00000000000000000 1 — — — — — — — — — � Ln cn (InLn Cn Cn Cn cn cn cn cn � Cn (T (P cn cn Q 2 Q T V N NP N N N N N N N N N N N N N N N O A C O A Q � � Cb Cep N y W C Flow Summary - NFPA Knight Fire Protection, Inc. Page 5 JP Belco- Port of Shelton Date 10-18-23 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 16A 17.25 21.91 17A 17.25 21.94 18A 17.25 21.98 19A 17.25 22.02 20A 17.25 22.05 21A 17.25 22.09 22A 17.25 22.12 23A 17.25 22.16 24A 17.25 22.2 25A 17.25 22.23 25C 17.25 22.24 TOR 17.25 22.42 BOR 3.0 29.76 FLG 0.5 40.45 SRC 1.0 40.64 500.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 6 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe '"'" "` Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 101 H 25.500 5.60 -44.84 1.5 9.917 120 13.020 to -1.083 102H 28 -44.84 1.728 9.917 -0.0509 -0.505 Vel = 6.13 102H 28 5.60 18.93 1.5 21 11.29 10.333 120 11.432 to 11.290 0.0 103H 28 -25.91 1.728 21.623 -0.0185 -0.400 Vel = 3.54 103H 28 5.60 18.60 1.5 9.917 120 11.032 to 1.083 104H 25.500 -7.31 1.728 9.917 -0.0018 -0.018 Vel = 1.00 104H 25.500 5.60 19.48 1.5 9.917 120 12.097 to 0.974 105H 23.250 12.17 1.728 9.917 0.0046 0.046 Vel = 1.66 105H 23.250 5.60 20.28 1.5 9.917 120 13.117 to 0.974 106H 21 32.45 1.728 9.917 0.0280 0.278 Vel = 4.44 106H 21 5.60 21.23 1.5 1 5.645 5.083 120 14.369 to J 11.29 16.935 1.624 1 B 17.250 53.68 1.728 22.018 0.0711 1.566 Vet = 7.34 0.0 1 B 53.68 17.559 K Factor= 12.81 107H 25.500 5.60 -44.82 1.5 9.917 120 13.025 to -1.083 108H 28 -44.82 1.728 9.917 -0.0509 -0.505 Vel = 6.13 108H 28 5.60 18.94 1.5 21 11.29 10.333 120 11.437 to 11.290 0.0 109H 28 -25.88 1.728 21.623 -0.0185 -0.399 Vel = 3.54 109H 28 5.60 18.61 1.5 9.917 120 11.038 to 1.083 110H 25.500 -7.27 1.728 9.917 -0.0017 -0.017 Vel = 0.99 110H 25.500 5.60 19.48 1.5 9.917 120 12.104 to 0.974 111 H 23.250 12.21 1.728 9.917 0.0046 0.046 Vel = 1.67 111 H 23.250 5.60 20.29 1.5 9.917 120 13.124 to 0.974 112H 21 32.5 1.728 9.917 0.0281 0.279 Vel = 4.45 112H 21 5.60 21.23 1.5 1 5.645 5.083 120 14.377 to J 11.29 16.935 1.624 2B 17.250 53.73 1.728 22.018 0.0712 1.568 Vel = 7.35 0.0 2B 53.73 17.569 K Factor= 12.82 113H 28 5.60 -35.14 1.5 21 11.29 10.333 120 12.371 to 11.290 0.0 114H 28 -35.14 1.728 21.623 -0.0325 -0.702 Vel = 4.81 114H 28 5.60 19.13 1.5 9.917 120 11.669 to 1.083 115H 25.500 -16.01 1.728 9.917 -0.0077 -0.076 Vel = 2.19 115H 25.500 5.60 19.94 1.5 9.917 120 12.676 to 0.974 116H 23.250 3.93 1.728 9.917 0.0007 0.007 Vel = 0.54 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 7 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *****"* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 116H 23.250 5.60 20.70 1.5 9.917 120 13.657 to 0.974 117H 21 24.63 1.728 9.917 0.0168 0.167 Vel = 3.37 117H 21 5.60 21.54 1.5 1 5.645 5.083 120 14.798 to J 11.29 16.935 1.624 3B 17.250 46.17 1.728 22.018 0.0538 1.185 Vel = 6.32 0.0 3B 46.17 17.607 K Factor= 11.00 101 H 25.500 65.05 1.5 1 5.645 25.083 120 13.020 to J 11.29 16.935 3.573 1 A 17.250 65.05 1.728 42.018 0.1015 4.263 Vel = 8.90 0.0 1A 65.05 20.856 K Factor= 14.24 107H 25.500 65.03 1.5 1 5.645 25.083 120 13.025 to J 11.29 16.935 3.573 2A 17.250 65.03 1.728 42.018 0.1014 4.261 Vel = 8.90 0.0 2A 65.03 20.859 K Factor= 14.24 113H 28 54.83 1.5 1 5.645 35.083 120 12.371 to J 11.29 16.935 4.656 3A 17.250 54.83 1.728 52.018 0.0740 3.848 Vel = 7.50 0.0 3A 54.83 20.875 K Factor= 12.00 4B 17.250 30.76 1.5 41 22.58 81.333 120 17.679 to 2J 22.58 45.160 0.0 4A 17.250 30.76 1.728 126.493 0.0254 3.211 Vel = 4.21 0.0 4A 30.76 20.890 K Factor= 6.73 5B 17.250 30.62 1.5 41 22.58 81.333 120 17.727 to 2J 22.58 45.160 0.0 5A 17.250 30.62 1.728 126.493 0.0252 3.183 Vel = 4.19 0.0 5A 30.62 20.910 K Factor= 6.70 6B 17.250 30.61 1.5 41 22.58 81.333 120 17.755 to 2J 22.58 45.160 0.0 6A 17.250 30.61 1.728 126.493 0.0252 3.182 Vel = 4.19 0.0 6A 30.61 20.937 K Factor= 6.69 7B 17.250 30.70 1.5 41 22.58 81.333 120 17.769 to 2J 22.58 45.160 0.0 7A 17.250 30.7 1.728 126.493 0.0253 3.200 Vel = 4.20 0.0 7A 30.70 20.969 K Factor= 6.70 8B 17.250 30.89 1.5 41 22.58 81.333 120 17.772 to 2J 22.58 45.160 0.0 8A 17.250 30.89 1.728 126.493 0.0256 3.237 Vel = 4.23 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 8 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 8A 30.89 21.009 K Factor= 6.74 1 B 17.250 53.68 4 12.500 120 17.559 to 0.0 2B 17.250 53.68 4.31 12.500 0.0008 0.010 Vel = 1.18 2B 17.250 53.73 4 12.500 120 17.569 to 0.0 3B 17.250 107.41 4.31 12.500 0.0030 0.038 Vel = 2.36 3B 17.250 46.16 4 12.500 120 17.607 to 0.0 4B 17.250 153.57 4.31 12.500 0.0058 0.072 Vel = 3.38 4B 17.250 -30.75 4 12.500 120 17.679 to 0.0 5B 17.250 122.82 4.31 12.500 0.0038 0.048 Vel = 2.70 5B 17.250 -30.62 4 12.500 120 17.727 to 0.0 6B 17.250 92.2 4.31 12.500 0.0022 0.028 Vel = 2.03 6B 17.250 -30.61 4 12.500 120 17.755 to 0.0 7B 17.250 61.59 4.31 12.500 0.0011 0.014 Vel = 1.35 7B 17.250 -30.70 4 12.500 120 17.769 to 0.0 8B 17.250 30.89 4.31 12.500 0.0002 0.003 Vel = 0.68 0.0 8B 30.89 17.772 K Factor= 7.33 1A 17.250 65.05 6 12.500 120 20.856 to 0.0 2A 17.250 65.05 6.357 12.500 0.0002 0.003 Vel = 0.66 2A 17.250 65.03 6 1 12.573 12.500 120 20.859 to 12.573 0.0 3A 17.250 130.08 6.357 25.073 0.0006 0.016 Vel = 1.31 3A 17.250 54.83 6 12.500 120 20.875 to 0.0 4A 17.250 184.91 6.357 12.500 0.0012 0.015 Vel = 1.87 4A 17.250 30.76 6 12.500 120 20.890 to 0.0 5A 17.250 215.67 6.357 12.500 0.0016 0.020 Vel = 2.18 5A 17.250 30.61 6 12.500 120 20.910 to 0.0 6A 17.250 246.28 6.357 12.500 0.0022 0.027 Vel = 2.49 6A 17.250 30.61 6 12.500 120 20.937 to 0.0 7A 17.250 276.89 6.357 12.500 0.0026 0.032 Vel = 2.80 7A 17.250 30.71 6 12.500 120 20.969 to 0.0 8A 17.250 307.6 6.357 12.500 0.0032 0.040 Vel = 3.11 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 9 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 8A 17.250 30.88 6 Mfx 0.0 12.000 120 21.009 to 0.604 ** Fixed Loss= 0.604 9A 17.250 338.48 6.357 12.000 0.0038 0.045 Vel = 3.42 9A 17.250 0.0 6 9.500 120 21.658 to 0.0 10A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 10A 17.250 0.0 6 9.500 120 21.694 to 0.0 11A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 11A 17.250 0.0 6 9.500 120 21.730 to 0.0 12A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 12A 17.250 0.0 6 9.500 120 21.766 to 0.0 13A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 13A 17.250 0.0 6 9.500 120 21.802 to 0.0 14A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 14A 17.250 0.0 6 9.500 120 21.838 to 0.0 15A 17.250 338.48 6.357 9.500 0.0037 0.035 Vel = 3.42 15A 17.250 0.0 6 9.500 120 21.873 to 0.0 16A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 16A 17.250 0.0 6 9.500 120 21.909 to 0.0 17A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 17A 17.250 0.0 6 9.500 120 21.945 to 0.0 18A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 18A 17.250 0.0 6 9.500 120 21.981 to 0.0 19A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 19A 17.250 0.0 6 9.500 120 22.017 to 0.0 20A 17.250 338.48 6.357 9.500 0.0037 0.035 Vel = 3.42 20A 17.250 0.0 6 9.500 120 22.052 to 0.0 21A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 21 A 17.250 0.0 6 9.500 120 22.088 to 0.0 22A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 22A 17.250 0.0 6 9.500 120 22.124 to 0.0 23A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 23A 17.250 0.0 6 9.500 120 22.160 to 0.0 24A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 10 JP Belco- Port of Shelton Date 10-18-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe "" "" Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 24A 17.250 0.0 6 9.500 120 22.196 to 0.0 25A 17.250 338.48 6.357 9.500 0.0038 0.036 Vel = 3.42 25A 17.250 0.0 6 2.083 120 22.232 to 0.0 25C 17.250 338.48 6.357 2.083 0.0038 0.008 Vel = 3.42 25C 17.250 0.0 6 1 12.573 2.833 120 22.240 to J 31.433 44.006 0.0 TOR 17.250 338.48 6.357 46.839 0.0038 0.176 Vel = 3.42 0.0 TOR 338.48 22.416 K Factor= 71.49 TOR 17.250 338.48 6 Fsp 0.0 14.750 120 22.416 to J 31.433 31.433 7.172 ' Fixed Loss= 1 BOR 3 338.48 6.357 46.183 0.0038 0.174 Vel = 3.42 BOR 3 0.0 6 Zim 0.0 7.250 120 29.762 to 1 12.573 12.573 10.611 "" Fixed Loss=9.528 FLG .500 338.48 6.357 19.823 0.0038 0.075 Vel = 3.42 FLG .500 0.0 6 L 11.316 47.000 120 40.448 to T 37.72 61.609 -0.217 SRC 1 338.48 6.357 G 3.772 108.609 0.0038 0.410 Vel = 3.42 F 8.801 500.00 Qa= 500.00 SRC 838.48 40.641 K Factor= 131.53 Computer Programs by Hydratec Inc. Revision: 50.5520.727 f*` .L KN16HI Knight Fire Protection, Inc. 9702 Lathrop Industrial Dr. SW Tumwater,WA 98512 360-786-8606 Job Name JP Belco- Port of Shelton Drawing 1 of 1 Location 1890 East Johns Prairie Road,Shelton, WA 98584 Remote Area 101 Contract 23-033 Data File 23-033 JP Belco- Port of Shelton 121 11-20.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Knight Fire Protection, Inc. Page 1 JP Belco- Port of Shelton Date 11-20-23 HYDRAULIC CALCULATIONS for JOB NAME JP Belco- Port of Shelton Location 1890 East Johns Prairie Road,Shelton, WA 98584 Drawing# 1 of 1 Contract# 23-033 Date 11-20-23 DESIGN Remote area# 101 Remote area location South Storage Occupancy classification Storage-OH1 Density .20- Gpm/SgFt Area of application 1500-SgFt Coverage/sprinkler 124-SgFt Type of sprinkler calculated 5.6k SR SSP #Sprinklers calculated 13 In-rack demand - GPM Hose streams 250-GPM Total water required(including hose streams) 583.296-GPM @ 50.0866- Psi Type of system Wet Grid Volume of system(dry or pre-action) -Gal WATER SUPPLY INFORMATION Test date 5-9-23 Location NE of building Source of info Kyle Leadon-Veltre Engineering CONTRACTOR INFO Knight Fire Protection, Inc. Address 9702 Lathrop Industrial Dr. SW/Tumwater,WA 98512 Phone# 360-786-8606 Name of designer Joe Pennell Authority having jurisdiction City of Shelton NOTES: Remote area manually peaked textl(35)-invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve Knight Fire Protection, Inc. Page 2 JP Belco- Port of Shelton Date 11-20-23 City Water Supply: Demand: C1 -Static Pressure : 69 D1 - Elevation 11.694 C2- Residual Pressure: 52 D2 -System Flow : 333.296 C2- Residual Flow 1410 D2- System Pressure 50.087 Hose ( Demand) : 250 D3- System Demand : 583.296 Safety Margin 15.592 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 D2 C2 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary Knight Fire Protection, Inc. Page 3 JP Belco- Port of Shelton Date 11-20-23 Fitting Legend Abbrev. Name 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 1 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Mfx Metraflex Loop Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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. Revision: 50.5520.727 °Q cn o 0 0 - - — — — — — — — — CDM -I W (nA W NS W N M -4 W Cn ? CDOO �IW (S� AWN � oDDDDDDDDD0o � 0o00000o0o0owww0 NNNNNNNNN y C) n DDDDDDDDDD o -n wN ocDoo � Wcn4wN � iv (n 2 2 2 2 2 2 2 2 2 2 2 2 2 (C CD c 0 o Ta � � v RI o 0 - - s — — --� -- — — — — — — — — — — — --• -� - — — — — — N NNNN N N N NM NNN � O y � � O � -l �Ivvvvvvv -4 vvvvvJvvvvv -4 -4 -4 -4 -4 vCn W W WCn W W W W . . W W p� O y _ (D O Z N N N N f V N N N N N N N N N N N N N N N N N N N N N N C n O 0 N Cn 0 0 C n N C n o O C n O Cn (n (n (n (n W cn 0 (n (n (n W Cn to W W W 0 (n W Cn Cn Cn Cn Cn Cn Cn W Cn f�D 7Ey n D Z v � � o � Q cep N 3 (n Cn (n cn cn cn 0 W W W (n W (n O cn y O (O ai W W W W W W W WwW W W W W W W W W W NNNNNNNNNNNNN - -� NNN � � N Zy V) -�Q - - - - - - - - - - OOOOOOOO W W W �I �I �I W W N � � NO (D (D s NO (DCD -� O y Z O O C Ja W W W W W W W N M M W W -4 0 0 0 (0 W 4 WCnO -I W 0Cn0 -10) 0) Cn �I W W W CD W N co Cn m m cn N CO -I V Cn W W N W W W -I -4 Ul M w W W 4 — -lj cn Cp m n � n � � n o � W Cn Cn W Cn .A W W Cn ? W ? V) W Oi (n(nmiDwcilwwC) �WinMwCD 4 A (DW � � � A A <DCQ c~D t1D tD N � o' p (n 0 cn cn OWo O � w 4 OOOOOOOOOOOoo 3 O Q Z O y N N N N N N N N N N N N N p CD C D CD 00 C v Q N O f�D N (n W C Flow Summary - NFPA Knight Fire Protection, Inc. Page 5 JP Belco- Port of Shelton Date 11-20-23 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 20A 17.25 31.44 21 A 17.25 31.47 22A 17.25 31.51 23A 17.25 31.54 24A 17.25 31.58 25A 17.25 31.61 25C 17.25 31.62 TOR 17.25 31.79 BOR 3.0 39.13 FLG 0.5 49.91 SRC 1.0 50.09 250.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 6 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 121 H 25.500 5.60 -38.20 1.5 21 11.29 9.917 120 21.555 to 11.290 -1.083 122H 28 -38.2 1.728 21.207 -0.0379 -0.804 Vel = 5.23 122H 28 5.60 24.84 1.5 10.333 120 19.668 to 0.0 123H 28 -13.36 1.728 10.333 -0.0054 -0.056 Vel = 1.83 123H 28 5.60 24.80 1.5 9.917 120 19.612 to 1.083 124H 25.500 11.44 1.728 9.917 0.0040 0.040 Vel = 1.57 124H 25.500 5.60 25.50 1.5 9.917 120 20.735 to 0.974 125H 23.250 36.94 1.728 9.917 0.0357 0.354 Vet = 5.05 125H 23.250 5.60 26.30 1.5 1 5.645 5.166 120 22.063 to J 11.29 16.935 2.599 1 B 17.250 63.24 1.728 22.101 0.0963 2.128 Vel = 8.65 0.0 1 B 63.24 26.790 K Factor= 12.22 126H 25.500 5.60 -38.17 1.5 21 11.29 9.917 120 21.560 to 11.290 -1.083 127H 28 -38.17 1.728 21.207 -0.0378 -0.802 Vel = 5.22 127H 28 5.60 24.84 1.5 9.833 120 19.675 to 0.0 128H 28 -13.33 1.728 9.833 -0.0054 -0.053 Vet = 1.82 128H 28 5.60 24.81 1.5 9.917 120 19.622 to 1.083 129H 25.500 11.48 1.728 9.917 0.0040 0.040 Vel = 1.57 129H 25.500 5.60 25.50 1.5 9.917 120 20.745 to 0.974 130H 23.250 36.98 1.728 9.917 0.0358 0.355 Vel = 5.06 130H 23.250 5.60 26.31 1.5 1 5.645 5.166 120 22.074 to J 11.29 16.935 2.599 2B 17.250 63.29 1.728 22.101 0.0964 2.131 Vel = 8.66 0.0 2B 63.29 26.804 K Factor= 12.22 131 H 28 5.60 -21.42 1.5 9.833 120 21.498 to 0.0 132H 28 -21.42 1.728 9.833 -0.0130 -0.128 Vel = 2.93 132H 28 5.60 25.89 1.5 9.083 120 21.370 to 1.083 133H 25.500 4.47 1.728 9.083 0.0007 0.006 Vel = 0.61 133H 25.500 5.60 26.53 1.5 1 5.645 15.000 120 22.459 to J 11.29 16.935 3.573 3B 17.250 31.0 1.728 31.935 0.0258 0.823 Vet = 4.24 0.0 3B 31.00 26.855 K Factor= 5.98 121 H 25.500 64.20 1.5 1 5.645 35.000 120 21.555 to J 11.29 16.935 3.573 1A 17.250 64.2 1.728 51.935 0.0990 5.142 Vel = 8.78 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 7 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 1A 64.20 30.270 K Factor= 11.67 126H 25.500 64.17 1.5 1 5.645 35.000 120 21.560 to J 11.29 16.935 3.573 2A 17.250 64.17 1.728 51.935 0.0990 5.139 Vel = 8.78 0.0 2A 64.17 30.272 K Factor= 11.66 131 H 28 47.39 1.5 31 16.935 45.000 120 21.498 to J 11.29 28.225 4.656 3A 17.250 47.39 1.728 73.225 0.0565 4.134 Vel = 6.48 0.0 3A 47.39 30.288 K Factor= 8.61 4B 17.250 31.58 1.5 41 22.58 81.333 120 26.931 to 2J 22.58 45.160 0.0 4A 17.250 31.58 1.728 126.493 0.0266 3.371 Vel = 4.32 0.0 4A 31.58 30.302 K Factor= 5.74 5B 17.250 31.42 1.5 41 22.58 81.333 120 26.981 to 2J 22.58 45.160 0.0 5A 17.250 31.42 1.728 126.493 0.0264 3.340 Vel = 4.30 0.0 5A 31.42 30.321 K Factor= 5.71 6B 17.250 31.40 1.5 41 22.58 81.333 120 27.011 to 2J 22.58 45.160 0.0 6A 17.250 31.4 1.728 126.493 0.0264 3.335 Vel = 4.30 0.0 6A 31.40 30.346 K Factor= 5.70 7B 17.250 31.48 1.5 41 22.58 81.333 120 27.025 to 2J 22.58 45.160 0.0 7A 17.250 31.48 1.728 126.493 0.0265 3.352 Vel = 4.31 0.0 7A 31.48 30.377 K Factor= 5.71 8B 17.250 31.66 1.5 41 22.58 81.333 120 27.029 to 2J 22.58 45.160 0.0 8A 17.250 31.66 1.728 126.493 0.0268 3.386 Vel = 4.33 0.0 8A 31.66 30.415 K Factor= 5.74 1 B 17.250 63.24 4 12.500 120 26.790 to 0.0 2B 17.250 63.24 4.31 12.500 0.0011 0.014 Vel = 1.39 2B 17.250 63.30 4 12.500 120 26.804 to 0.0 3B 17.250 126.54 4.31 12.500 0.0041 0.051 Vel = 2.78 3B 17.250 31.00 4 12.500 120 26.855 to 0.0 4B 17.250 157.54 4.31 12.500 0.0061 0.076 Vel = 3.46 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 8 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 4B 17.250 -31.58 4 12.500 120 26.931 to 0.0 5B 17.250 125.96 4.31 12.500 0.0040 0.050 Vel = 2.77 5B 17.250 -31.42 4 12.500 120 26.981 to 0.0 6B 17.250 94.54 4.31 12.500 0.0024 0.030 Vel = 2.08 6B 17.250 -31.40 4 12.500 120 27.011 to 0.0 7B 17.250 63.14 4.31 12.500 0.0011 0.014 Vel = 1.39 7B 17.250 -31.48 4 12.500 120 27.025 to 0.0 8B 17.250 31.66 4.31 12.500 0.0003 0.004 Vel = 0.70 0.0 8B 31.66 27.029 K Factor= 6.09 1A 17.250 64.20 6 12.500 120 30.270 to 0.0 2A 17.250 64.2 6.357 12.500 0.0002 0.002 Vel = 0.65 2A 17.250 64.17 6 1 12.573 12.500 120 30.272 to 12.573 0.0 3A 17.250 128.37 6.357 25.073 0.0006 0.016 Vel = 1.30 3A 17.250 47.39 6 12.500 120 30.288 to 0.0 4A 17.250 175.76 6.357 12.500 0.0011 0.014 Vel = 1.78 4A 17.250 31.58 6 12.500 120 30.302 to 0.0 5A 17.250 207.34 6.357 12.500 0.0015 0.019 Vel = 2.10 5A 17.250 31.42 6 12.500 120 30.321 to 0.0 6A 17.250 238.76 6.357 12.500 0.0020 0.025 Vel = 2.41 6A 17.250 31.39 6 12.500 120 30.346 to 0.0 7A 17.250 270.15 6.357 12.500 0.0025 0.031 Vel = 2.73 7A 17.250 31.49 6 12.500 120 30.377 to 0.0 8A 17.250 301.64 6.357 12.500 0.0030 0.038 Vel = 3.05 8A 17.250 31.66 6 Mfx 0.0 12.000 120 30.415 to 0.595 ** Fixed Loss= 0.595 9A 17.250 333.3 6.357 12.000 0.0037 0.044 Vel = 3.37 9A 17.250 0.0 6 9.500 120 31.054 to 0.0 10A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 10A 17.250 0.0 6 9.500 120 31.089 to 0.0 11A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 11A 17.250 0.0 6 9.500 120 31.124 to 0.0 12A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 9 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe """'" Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 12A 17.250 0.0 6 9.500 120 31.159 to 0.0 13A 17.250 333.3 6.357 9.500 0.0037 , 0.035 Vel = 3.37 13A 17.250 0.0 6 9.500 120 31.194 to 0.0 14A 17.250 333.3 6.357 9.500 0.0036 0.034 Vel = 3.37 14A 17.250 0.0 6 9.500 120 31.228 to 0.0 15A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 15A 17.250 0.0 6 9.500 120 31.263 to 0.0 16A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 16A 17.250 0.0 6 9.500 120 31.298 to 0.0 17A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 17A 17.250 0.0 6 9.500 120 31.333 to 0.0 18A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 18A 17.250 0.0 6 9.500 120 31.368 to 0.0 19A 17.250 333.3 6.357 9.500 0.0036 0.034 Vel = 3.37 19A 17.250 0.0 6 9.500 120 31.402 to 0.0 20A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 20A 17.250 0.0 6 9.500 120 31.437 to 0.0 21A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 21A 17.250 0.0 6 9.500 120 31.472 to 0.0 22A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 22A 17.250 0.0 6 9.500 120 31.507 to 0.0 23A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 23A 17.250 0.0 6 9.500 120 31.542 to 0.0 24A 17.250 333.3 6.357 9.500 0.0036 0.034 Vel = 3.37 24A 17.250 0.0 6 9.500 120 31.576 to 0.0 25A 17.250 333.3 6.357 9.500 0.0037 0.035 Vel = 3.37 25A 17.250 0.0 6 2.083 120 31.611 to 0.0 25C 17.250 333.3 6.357 2.083 0.0038 0.008 Vel = 3.37 25C 17.250 0.0 6 1 12.573 2.833 120 31.619 to J 31.433 44.006 0.0 TOR 17.250 333.3 6.357 46.839 0.0037 0.172 Vel = 3.37 0.0 TOR 333.30 31.791 K Factor= 59.11 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Knight Fire Protection, Inc. Page 10 JP Belco- Port of Shelton Date 11-20-23 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 E1ev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TOR 17.250 333.30 6 Fsp 0.0 14.750 120 31.791 to J 31.433 31.433 7.172 ** Fixed Loss= 1 BOR 3 333.3 6.357 46.183 0.0037 0.169 Vel = 3.37 BOR 3 0.0 6 Zim 0.0 7.250 120 39.132 to 1 12.573 12.573 10.701 ** Fixed Loss= 9.618 FLG .500 333.3 6.357 19.823 0.0036 0.072 Vet = 3.37 FLG .500 0.0 6 L 11.316 47.000 120 49.905 to T 37.72 61.609 -0.217 SRC 1 333.3 6.357 G 3.772 108.609 0.0037 0.399 Vel = 3.37 F 8.801 250.00 Qa = 250.00 SRC 583.30 50.087 K Factor= 82.42 Computer Programs by Hydratec Inc. Revision: 50.5520.727 4 KNIGHT FIRE PROTECTION, INC. 9702 LATHROP INDUSTRIAL DR. SW OLYNIPIA, WA 98512-9188 (360) 786-8606 FAX 786-8722 LICENSE NO. KNIGIHFP044LK Fire Sprinkler System Equipment Submittal JP Belco Port of Shelton 1890 East Johns Prairie Road Shelton, WA 98584 KFP Job#23-033 f 1 tqWorldwide Fire Protection Contacts www.tyco-fire.com Products Series TY-6 - 2.8, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage ambient temperature,concentration of General chemicals, and gas/chemical velocity, -` Descry t/On should be considered, as a minimum, p along with the corrosive nature of the 1 TYCO Series TY-B, 2.8, 5.6, and 8.0 chemical to which the sprinklers will be ` K-factor, Upright and Pendent Sprin- exposed. klers described in this technical data An intermediate level version of the 1 sheet are standard response,standard Series TY-B Pendent Sprinkler can be coverage decorative 5 mm glass bulb obtained by utilizing the Series TY-B type spray sprinklers designed for use in Pendent Sprinkler in combination with .: light,ordinary,or extra hazard,commer- the Model S2 Shield. cial occupancies such as banks,hotels, shopping malls,factories,refineries,and chemical plants. The Series TY-8 Sprinklers described The recessed version of the Series TY-B herein must be installed and maintained Pendent Sprinkler,where applicable, is in compliance with this document, as - intended for use in areas with a finished well as with the applicable standards of \ ceiling. It uses a two-piece Style 10(1/2 the National Fire Protection Association inch NPT) or Style 40 (3/4 inch NPT) (NFPA), in addition to the standards of Recessed Escutcheon.The Recessed any other authorities having jurisdiction. ' Escutcheon provides 112 inch(12,7 mm) Failure to do so may impair the perfor- of recessed adjustment or up to 3/4 inch mance of these devices. (19,1 mm)of total adjustment from the / flush pendent position.The adjustment The owner is responsible for maintaining provided by the Recessed Escutcheon their fire protection system and devices ' reduces the accuracy to which the fixed in proper operating condition. Contract pipe drops to the sprinklers must be cut. the installing contractor or product manufacturer with any questions. Corrosion resistant coatings, where applicable,are utilized to extend the life Sprinkler of copper alloy sprinklers beyond that p which would otherwise be obtained Identification when exposed to corrosive atmo- spheres. Although corrosion resistant Numbers (SINs) coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing TY1151 - Upright 2.81K,1/2-NPT is not representative of all possible TY1251 - Pendent 2.81K,1/2-NPT corrosive atmospheres.Consequently, TY3151 - llpr6pht.5_61K 1/9-NPT it is recommended that the end user TY3251- Pendent 5.61K,1/2"NPT be consulted with respect to the suit- TY4151 - Upright 8.01K,3/4-NPT ability of these coatings for any given TY4251 - Pendent 8.OK,3/4-NPT corrosive environment. The effects of TY4851- Upright 8.01K,1/2-NPT TY4951 - Pendent 8.01K,1/2"NPT IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler systems and components.Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 NOVEMBER 2014 TFP151 TFP151 Page 2 of 8 CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 7 3 - Sealing 6 - Deflector*Assembly 7 - Bushing 1 4 - Bulb 7/16" 2-1/4" (11,1 mm) (57,2 mm) 3 MAKE-IN 2 *Temperature rating is 2-3/16" 1-9/16" indicated on Deflector. (55,6 mm) i (39,7 mm) 4 5 ** Pipe thread connections UNOMINAL per ISO 7-1 can be 6* provided on special 1/2"NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 1 SERIES TY-B UPRIGHT(TY1151)AND PENDENT(TY1251)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT, STANDARD RESPONSE *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1 7/16" 3 JN(OMINAL 11,1 mm) MAKE-IN 2-3/16" 2 (55,6 mm) 4 2-3/16" I 1-1/2" (55,6 mm) (38,1 mm) _ } 6* 1/2" NPT** WRENCH STYLE 10 �—2-7/8"(73,0 mm)DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 SERIES TY-B UPRIGHT(TY3151)AND PENDENT(TY3251)SPRINKLERS 5.6 K-FACTOR, 1121NCH NPT, STANDARD RESPONSE I f TFP151 Page 3 of 8 *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1 1/2" 3 (12,7 mm) NOMINAL 2-5/16" 2 MAKE-IN (58,7 mm) 2-1/4" 1-9/16" I VY4 (57,2 mm) I (39,7 mm) 5 6* 3/4"NPT** WRENCH STYLE 40 2-7/8"(73,0 mm)DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 3 SERIES TY-B UPRIGHT(TY4151)AND PENDENT(7-Y4251)SPRINKLERS 8.0 K-FACTOR,314 INCH NPT,STANDARD RESPONSE CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 1 3 - Sealing 6 - Deflector*Assembly 3 4 - Bulb 7/16" 2-1/4" 11,1 mm) (57,2 mm) 2 } MAKE-IN I *Temperature rating is 2-3/16" 1-9/16" 4 indicated on Deflector. (55,6 mm) i (39,7 mm) 5 ** Pipe thread connections U(NOMINAL per ISO 7-1 can be 6* provided on special 1/2" NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 4 SERIES TY-B UPRIGHT(TY4851)AND PENDENT(TY4951)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT, STANDARD RESPONSE TFP151 Page 4 of 8 BULB SPRINKLER FINISH(8) K SPRINKLER TEMPERATURE LIQUID TYPE RATING COLOR NATURAL I CHROME JPOLYESTER_ LEAD WAX WAX-OVER-LEAD BRASS PLATED COATED COATED COATED 135°F(57°C) Orange UPRIGHT 155°F(68°C) Red 2,8 (T 11 1) 175°F(79°C) Yellow 1,2,3 NPT PENDENT 200°F(93°C) Green N/A (TY1251) Figures 286°F(141°C) Blue 360°F 182°C Mauve 1,2 135°F(57°C) Orange UPRIGHT 155°F(68°C) Red (TY3151) 1,2,3,5 1,2,3,5 and ° ° 1,2,3,4,5,6,7 1,2,3,5 PENDEN 200°F(93°C) Green (TY3251) 5.6 Figure 2 286°F(141°C) Blue 11'%2" 3" 5" 1" 2" 3" 5" 1/2- 360°F(182°C) Mauve N/A NPT 135°F(57°C) Orange RECESSED 155°F(68°C) Red PENDENT 1,2,3,4,5 (TY3251)* 175°F(79°C) Yellow N/A Figure 5 200°F(93°C) Green 286°F(141°C) Blue 1,2 135°F(57°C) Orange UPRIGHT 155°F(68°C) Red (TY4151) 1,2,3,5 1,2,5 and 175°F(79°C) Yellow PENDENT 200°F(93°C) Green 1,2,3,4,5,6,7 1,2,5 (TY4251) 8.0 Figure 3 286°F(141°C) Blue 1" 2" 3" 5" 1" 2" 5" 3/4- 360°F(182°C) Mauve N/A NPT 135°F(57°C) Orange RECESSED 155°F(68°C) Red PENDENT 1,2,3,4,5 (TY4251)* 175°F(79°C) Yellow N/A Figure 6 200°F(93°C) Green 286°F(141°C) Blue 1,2 135°F(57°C) Orange UPRIGHT 155°F(68°C) Red 8.0 (T 1) 175°F(79°C) Yellow 1/2 and PENDE 1,2,3,4,5,6 N/A NT NPT ENDS 1) 200°F(93°C) Green Figure 4 286°F(141°C) Blue 360°F(182°C) Mauve Notes. 1. Listed by Underwriters Laboratories,Inc.(UL) 2. Listed by Underwriters Laboratories,Inc.for use in Canada(C-UL) 3. Approved by FM Global(FM Approvals) 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k/03) 5. Approved by the City of New York under MEA 354-01-E 6. VdS Approved(For details contact Tyco Fire Suppression&Building Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377) 7. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/05) 8. Where Polyester Coated,Lead Coated,Wax Coated,and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion- Resistant Sprinklers.Where Lead Coated,Wax Coated,and Wax-over-Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4'Total Adjustment Recessed Escutcheon,as applicable '• 150'F(66'C)maximum ceiling temperature •"Frame and deflector only N/A-Not Applicable TABLE A SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFP151 Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME LEAD WAX WAX-OVER-LEAD BRASS PLATED POLYESTER' COATED COATED COATED 2.8 UPRIGHT(TY1151) 112" and 175 psi(12,1 bar) N/A NPT PENDENT(TY1251) UPRIGHT(TY3151) and 5.6 PENDENT(TY3251) 250 psi(17,2 bar)(a) 1/2- OR NPT 175 psi(12,1 bar) RECESSED PENDENT (TY3251) UPRIGHT(TY4151) and 175 psi(12,1 bar) 8.0 PENDENT(TY4251) 3/4- NPT RECESSED PENDENT 175 psi(12,1 bar) N/A (TY4251) 8.0 UPRIGHT(TY4851) 1/2" and 175 psi(12,1 bar) NPT PENDENT(TY4951) Notes: a. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories,Inc.(UL),the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL),and the Approval by the City of New York. Frame and deflector only N/A-Not Applicable TABLE B SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE Technical Physical Characteristics Design Frame. . . . . . . . .. . . . . .. .. . . . . . Bronze Data Button.. ... . ... . . . . . ....Brass/Copper Criteria Sealing Assembly. . . . . . .Beryllium Nickel Approvals w/TEFLON TYCO Series TY-B, 2.8, 5.6, and UL and C-UL Listed Bulb . . . . . . .. . . . . . . . .. . . . . . . . . Glass 8.0 K-factor, Upright and Pendent FM Approved Compression Screw. . . ... . . . . . . Bronze Sprinklers are intended for fire protec- LPCB Approved Deflector.. . .. . ... . . . . . .... . . .Copper tion systems designed in accordance VdS Approved Bushing(K=2.8) . . .. . . .. . . . . . . . Bronze with the standard installation rules NYC Approved recognized by the applicable Listing is (Refer to Table A for complete ap- operation or Approval agency e UL Listing proval information, including corro- ~ based on the requirremmee UL of NFPA sion-resis-tant status.) The glass bulb contains a fluid which 13, and FM Approval is based on the expands when exposed to heat.When requirements of the FM Global Loss Maximum Working Pressure the rated temperature is reached, the Prevention Data Sheets). Only the Style Refer to Table B. fluid expands sufficiently to shatter the 10 or 40 Recessed Escutcheon, as Discharge Coefficient glass bulb, allowing the sprinkler to applicable, is to be used for recessed K=2.8 gpm/psil/2(40,3 Ipm/barl/2) activate and water to flow. pendent installations. K=5.6 gpm/psi1i2(80,6 Ipm/barl/2) K=8.0 gpm/psi1/2(115,2 Ipm/barl/2) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table C. Recessed Escutcheon: Signal or Pure White,Jet Black, Chrome Plated, or Natural Brass TFP151 Page 6of8 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) WRENCH RECESS FACE OF (57,2 mm) MOUNTING (END"A"USED FOR SPRINKLER PLATE 1/2"NPT MODELS) FITTING 1/8" J rH (3,2 mm) WRENCH RECESS (END"B" USED FOR 3/4"NPT MODELS) FIGURE 7 W-TYPE 6 MOUNTING SPRINKLER WRENCH SURFACE CLOSURE SERIES 1-1/4"(31,8 mm) WRENCH TY-B 3/4"(19,1 mm) RECESS FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 2-7/8"DIA. - t 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) PUSH WRENCH FACE OF (57,2 mm) MOUNTING INTO ENSURE ENGAGEMENT SPRINKLER PLATE WITH SPRINKLER FITTING WRENCHING AREA 1/8 FIGURE 8 (3,2 mm) W--TYPE 7 RECESSED SPRINKLER WRENCH Installation MOUNTING SURFACE TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- CLOSURE SERIES 1-5/16"(33,3 mm) klers must be installed in accordance N-B 13/16"(20,6 mm) with this section. FIGURE 6 General Instructions SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY Do not install any bulb type sprinkler if WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT the bulb is cracked or there is a loss of STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR,314 INCH NPT liquid from the bulb.With the sprinkler held horizontally, a small air bubble should be present.The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135'F (57°C)to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 112 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Obtain a leak-tight 3/4 inch NPT sprinkler joint by applying a minimum to maximum torque of 10 to 20 ft.-Ibs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. TFP151 Page 7 of 8 Upright and Pendent Sprinklers Recessed Pendent Sprinkler Care must be exercised to avoid dam- The Series TY-B Upright and Pendent The Series TY-B Recessed Pendent age to the sprinklers before,during,and Sprinklers must be installed in accor- Sprinklers must be installed in accor- after installation. Sprinklers damaged dance with the following instructions: dance with the following instructions: by dropping, striking, wrench twist/ Note:Install pendent sprinklers in the Step A. After installing the Style 10 slippage,or the like, must be replaced. pendent position;install upright sprin- or 40 Mounting Plate, as applicable, Also, replace any sprinkler that has a klers in the upright position. over the sprinkler threads and with cracked bulb or that has lost liquid from pipe thread sealant applied to the pipe its bulb.(Refer to Installation Section.) Step 1.With pipe thread sealant applied threads, hand-tighten the sprinkler into The owner is responsible for the inspec- hand s the pipe threads, the the sprinkler fitting. tion,testing, and maintenance of their sprinkler into the sprinkler fitting. tighten tting. fire protection system and devices in Step 2. Tighten the sprinkler into the Step B. Tighten the sprinkler into the compliance with this document, as sprinkler fitting using only the W-Type sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure well as with the applicable standards 6 Sprinkler Wrench (Figure 7). For of the National Fire Protection Asso- wax-coated sprinklers, use an 8 or 10 8).With reference to Figure 3 or 4,the W-Type 7 Recessed Sprinkler Wrench ciation (e.g., NFPA 25), in addition to inch adjustable wrenco.With reference the standards of any other authorities to Figures 1 through 4, the W-Type is to be applied to the sprinkler wrench having jurisdiction.Contact the installing 7 Recessed Sprinkler Wrench or an flats. contractor or product manufacturer with adjustable wrench,as applicable, is to Step C.After the ceiling is installed or any questions. be applied to the sprinkler wrench flats. the finish coat is applied, slide on the Automatic sprinklers are recommended When installing wax-coated sprinklers Style 10 or 40 Closure over the Series to be inspected,tested,and maintained with an adjustable wrench, exercise TY-B Sprinkler and push the Closureover the Mounting Plate until its flange by a qualified Inspection Service in care to prevent damage to the wax contacts the ceiling. accordance with local requirements coating on the sprinkler wrench flats and/or national codes. or frame arms and, consequently, exposure of bare metal to the corrosive Care and environment. Open the jaws of the wrench sufficiently wide to pass over Maintenance the wrench flats without damaging the wax coating. Before wrench tightening TYCO Series TY-B, 2.8, 5.6, and 8.0 the sprinkler, adjust the jaws of the K-factor, Upright and Pendent Sprin- wrench to contact only the sprinkler klers must be maintained and serviced wrench flats.After wrench tightening the in accordance with this section. sprinkler,loosen the wrench jaws before Before closing a fire protection system removing the wrench. main control valve for maintenance After installation, inspect the sprinkler work on the fire protection system that wrench flats and frame arms and it controls, obtain permission to shut retouch(repair)the wax coating when- down the affected fire protection system ever the coating has been damaged and from the proper authorities and notify all bare metal is exposed.Retouch the wax personnel who may be affected by this coating on the wrench flats by gently action. applying a heated 1/8 inch diameter The owner must assure that the steel rod to the damaged areas of wax, sprinklers are not used for hanging to smooth it back over areas where bare any objects and that the sprinklers are metal is exposed. only cleaned by means of gently dust- ing with a feather duster; otherwise, non-operation in the event of a fire or Only retouching of the wax coating inadvertent operation may result. applied to the wrench flats and frame Absence of an escutcheon, which is arms is permitted,and the retouching is used to cover a clearance, may delay to be performed only at the time of the the time to sprinkler operation in a fire initial sprinkler installation. situation. The steel rod should be heated only Sprinklers which are found to be leaking to the point at which it can begin to or exhibiting visible signs of corrosion melt the wax,and appropriate precau- must be replaced. tions need to be taken when handling the heated rod in order to prevent the Automatic sprinklers must never be installer from being burned. painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated,should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. TFP151 Page 8 of 8 P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE SIN FINISH RATING 530 2.8K UPRIGHT(1/2-NPT) TY1151 1 NATURAL BRASS 135 135°F(57°C) 531 2.8K PENDENT(1/2-NPT) TY1251 3 PURE WHITE(RAL9010) 155 155°F(68°C) POLYESTER 570 5.6K UPRIGHT(1/2-NPT) TY3151 4 SIGNAL WHITE(RAL9003) 175 175°F(79°C) POLYESTER 571 5.6K PENDENT(1/2"NPT) TY3251 5 JET BLACK(RAL9005)" 200 200°F(93°C) POLYESTER 590 8.OK UPRIGHT(3/4"NPT) TY4151 6 WAX COATED 286 286-F(141°C) 286°F(141°C)MAX 591 8.OK PENDENT(3/4-NPT) TY4251 7 LEAD COATED 360 360-F(182°C) 560 8.OK UPRIGHT(1/2"NPT) TY4851 8 WAX-OVER-LEAD 000 OPEN"' 286°F(141°C)MAX 561 8.OK PENDENT(1/2-NPT) TY4951 9 CHROME PLATED Notes: Eastern Hemisphere sales only Available in only 8.OK,155°F(68°C)or 200'F(93°C); requires lead time to manufacture Available only for 8.0 K-factor TY4151 and TY4251 for use in deluge systems ("OPEN' indicates sprinkler assembly without glass bulb, button,and sealing assembly) TABLE C SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Ordering Wax Sticks (for retouching wrench-damaged Warrant Procedure wax coating) Y Specify:(specify color, below)Colored For warranty terms and conditions,visit Contact your local distributor for Coded Wax Stick for retouching(specify www.tyco-fire.com. availability. When placing an order, temperature rating)temperature-rated indicate the full product name and Part Series TY-B Sprinklers, P/N(specify) Number(P/N). Black for 135°F(57'C)......P/N 56-065-1-135 Red for 155'F(68'C) .......P/N 56-065-1-155 Sprinkler Assemblies with Yellow for 175°F(79'C) .....P/N 56-065-1-175 Blue for 200°F(93'C) NPT Thread Connections and 286'F(141'C) .........P/N 56-065-1-286 Specify: Series TY-B (specify SIN), (specify K-factor), (specify Upright Note: Each wax stick is suitable for or Pendent) Sprinkler with (specify) retouching up to 25 sprinklers. temperature rating, (specify) finish or coating, P/N(Refer to Table C) Note: The wax used for 2860F (141°C) sprinklers is the same as for 200°F(93°C) Recessed Escutcheon sprinklers,and,therefore,the 286°F(141°C) Specify: Style (10 or 40) Recessed sprinkler is limited to the same maximum Escutcheon with (specify)finish, P/N' ceiling temperature as the 200oF(93°C) Refer to Technical Data Sheet TFP770 sprinkler(i.e., 150°F[66°C)). Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products,LP. All rights reserved. t[�CO TEFLON is trademark of the DuPont Corporation. Fire Protection Products Bulletin 014 October 2020 R Model F1 FR Series Reliable Quick Response o Glass Bulb Sprinklers o 0 CT Model F1 FR56 Sprinkler Types CD Standard Spray Upright t .a. ' fM . T �' Standard Spray Pendent "' o Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Vertic I Sidewall Horizont Sidewall Recessed Standard Spray Upright Pen en 1 2 Standard Spray Pendent :t , Model F1 FR40 Sprinkler Types Standard Spray Pendent .'i. Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent ' Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recess ece Conceale ecessed Types Horizontal Si wall Pendent P ndent/FP Standard Spray Pendent with less than 0.25% Lead Content Listing &Approvals 4 The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers.See the Design and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Rec specific listings and approvals applicable to each sprin- Pendent I/F2 kler. Product Description 1. Underwriters Laboratories Inc. and Certified for Canada(cULus) in accordance with ANSI/UL199. Reliable Model F1 FR series sprinklers 2. FM Approvals(FM) are quick-response automatic sprin- 3. Loss Prevention Certification Board(LPCB) klers with a glass bulb thermal element. 4. VdS Schadenverhiatung GmbH (VdS) Model F1 FR series sprinklers are Stan- 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G(ULH) sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- The Model F1FR Series automatic sprinklers utilize a 3.0 CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) mm frangible glass bulb.These sprinklers have demonstrat- (EC) ed response times in laboratory tests which are five to ten 7. WaterMark certified. Certificate Number 23347. times faster than standard response sprinklers. This quick (WM) response enables the Model F1 FR Series sprinklers to apply U L Listing Category water to a fire faster than standard-response sprinklers of the Sprinklers,Automatic&Open(VNIV) same temperature rating. Quick Response Sprinkler The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid Model F1 FR Series sprinklers must be installed with the in both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands,forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinklerjoint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FIR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1 FIR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1,Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6(80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FIR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F1FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizon- Model F1 FR Series Concealed Pendent sprinklers ale to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5,as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1 FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler.Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm)and 1/2-inch (12.7mm)of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig.2,provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch(13mm)or 5/8-inch (8mm)of cover cover plate adjustment. In addition,a low profile Model CCP adjustment. Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.Omm)of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model GFR2 wrench is used to engage the sprinkler wrench- Application ing surfaces and to install the sprinkler in the fitting.Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed. When inserting or remov- Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction.Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating,deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place.Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage.Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 W2 RA1421 cULus 1,2 Pendent 2.25 57 W2 RA1418 VdS F1 FR40 4.0 57 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1410 cULus,ULH F1 FR42LL 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1410 cULus,ULH F1 FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 cULus,FM, Pendent 2.25 57 W2 RA1414 LPCB,VdS, EC, 1,2,3,4 WM Recessed Pendent 2.25 57 GFR2 RA1414 LPCB,VdS,EC, 1,2,3,4 VVM F1 FR56 5.6 80 112 15 Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VMS,EC, 5,6 cULus, FM, Upright 2.25 57 W2 RA1425 LPCB,VdS,EC, 1,2,3,4 WM "Conventional 2.25 57 W2 RA1475 LPCB,VdS,EC, 4 (Pendent or Upright)" WM Pendent 2.25 57 W2 RA1415 cULus,ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 GFR2 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 F1 FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus,FM 8 Sidewall F1 FR56 5.6 80 112 15 Vertical Sidewall 2 25 57 W2 RA1485 cULus,FM, 1 2 3 9 (Pendent or Upright) LPCB (1)cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (1)Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 1550F(68°C)temperature rated sprinklers only.VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (5)Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. 111 cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (1)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. 191 The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100°F(38°C) Max.Ambient 150°F(65°C) Max.Ambient 225T(107°C)Max. Model Orientation Temp. Temp. Ambient Temp. 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Temp. atin Temp. Rating Temp. atin Temp. Rating Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS Pendent cULus FlFR42 Recessed Pendent cULus Upright cULus F1 FR42LL Pendent cULus, ULH Recessed Pendent cULus, ULH Pendent cULus F1 FRXLH Recessed Pendent cULus Upright cULus Pendent cULus,FM, LPCB,VdS, EC,WM Recessed Pendent cULus, FM,LPCB,VdS,EC,WM F1FR56 Concealed Pendent' cULus,WM cULus,,/VdS,EC, cULus,WM Upright cULus,FM, LPCB,VdS, EC,WM "Conventional LPCB,VdS,EC,WM Pendent or Upright)" Pendent cULus, ULH F1FR56LL Recessed Pendent cULus, ULH Concealed Pendent' cULus, ULH Horizontal Sidewall cULus, FM F1 FR56 Recessed Horizontal cULus, FM Sidewall F1 FR56 Vertical Sidewall(Pen- cULus,FM, LPCB dent or Upright) Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F(74°C)temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig. 1 &3) (Fig.1 &3) (Fig.2) SIN 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 FlFR40 Recessed Pendent VdS VdS VdS RA1418 FlFR42 Recessed Pendent cULus cULus cULus RA1413 F1 FR42LL Recessed Pendent cULus,ULH cULus,ULH cULus, ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 cULus,LPCB,VdS, cULus,FM,LPCB, Fi FR56 Recessed Pendent cULus,VdS, EC,WM RA1414 EC,WM VdS, EC,WM FlFR56LL Recessed Pendent cULus,ULH cULus,ULH cULus, ULH RA1415 Fi FR56 Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 4, 2 114-HOLE DIA. [57.2mmJ 1 15/16-D1A [49.2mm] I 1 X 112 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER FACE OF FITTING WRENCH BOSS \ / TO FACE OF CEILING DIMENSION II I I Fl ESCUTCHEON II - II AT MAXIMUM RECESS = 1[25.4mm] L J AT MINIMUM RECESS = 3/8[9.5mm] F1 ESCUTCHEONS E1� F2 ESCUTCHEON 3/4[19mm] AT MAXIMUM RECESS = 3/4[19mm] ADJUSTMENT 03S118 AT MINIMUM RECESS = 3/8[9.5mm] F2 ESCUTCHEON 112[12.7mml F1 ESCUTCHEON ADJUSTMENT AT MAXIMUM RECESS = 7/8[22.2mm] AT MINIMUM RECESS = 1-5/8[41.3mm] [3.2mmJ F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8[28.6mm] 11 AT MINIMUM RECESS = 1-5/8[41.3mm] 2 27/32-Du. [72.2mm] Fig. 1 Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon r I I 1" X 112" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING ` I 2 5/16" DL4. [58.7mm] CUP L J CEILING FACE OF FITTING ®� d� TO FACE OF CEILING DIMENSION �- - AT MAXIMUM RECESS = 1-1/2[38mm] AT MINIMUM RECESS = 1[25.4mm] I AT MAXIMUM RECESS = 9/16[14.3mm] %2'[12.7mm] AT MINIMUM RECESS = 1[25.4mm] ADJUSTMENT 3 114" 01A. [82.6mm] Ig. Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1[25.4mm] AT MINIMUM RECESS = 3/8[9.5mm] Fl ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-318[34.9mm] AT MAXIMUM RECESS = 3/4[19mm] AT MINIMUM RECESS = 2—V16[52.4mm] AT MINIMUM RECESS = 3/8[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8[41.3mm] 2 114" HOLE DIA. 1/8„ AT MINIMUM RECESS = 2—V16[52.4mm] [57.2mm] (3.2mmJ 1" X 112" REDUCER ,1 4'-12" 1 15116" DIA. I uw _—_— _ [49.2mmJ —i--- 2 27/32" DIA. [101•CEILINGOTO mm] nm [72.2mm] DEFLECTOR niu TURN COLLAR UN77L � 1 TIGHT AGAINST SPRINKLER WRENCH BOSS. Fl ESCUTCHEON 3/4[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2[12.7mm] ADJUSTMENT maaar RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW - - - - 2 5116" DIA — `' HOLE IN CEILING L_ J CUP ®9 Vu 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING ri i i i DIMENSION CEILING I 112" MAX. 15116" COVER ADJUSTMENT j COVER PLATE ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FG01A Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. 1" x 112" REDUCING TEE OR ELBOW —— --------+-----— —-—-— 1 2 5/8" DIA. 2 5/16" DIA — HOLE IN CEILING L J CUP I 1 1/2' MAX. FACE OF FITTING J """( I _ TO FACE OF CEILING _ DIMENSION CEILING �� 5116" MAX. I 3/4" COVER ADJUSTMENT I COVER PLATE— ASSEMBLY 3 5/16" DIA. SPRINKLER—� CONCEALED. 5/16" ADJUSTMENT 017FG02A ig. 5 - Mode 1 Concealed en ent sprinkler with ow pro I e 5/16-inch (8.Omm) adjustment- Model CCP cover plate Maintenance Material Data The Model F1 FIR Series sprinklers should be inspected and Frame: DZR Brass,QM Brass,or Low Lead Brass the sprinkler system maintained in accordance with NFPA 25.Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,260,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming. Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in anyway. Washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes (1) Standard Finishes OrderingInformation Sprinkler Escutcheon Cover latent Bronze Brass I Chrome Specify: Chrome Plated Chrome Plated I White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated MW White Painted I [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] S ecial Application Finishes S rinkler Escutcheon Cover plateM 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(7) PTFE Bright Brass [Recessed Horizontal Sidewall][Vertical Sidewall] Bright Brass(') Bright Brass Black Plating 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Plated Black Plated Black Paint Black Painf2x6) Black Paint Off white 4. Sprinkler Temperature Rating: [1350F (57'C)][155°F Off White(2x6) Off White Satin Chrome (680C)][175°F(790C)][200°F(93°C)][286°F(141°C)] Chrome Dull I Chrome Dull 1 5. Sprinkler Finish (1)Other finishes and colors are available on special order. Consult the 6, Escutcheon Model: [F1][F2][FP] factory for details.Custom color painted sprinklers may not retain their UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, 7. Escutcheon Finish (where applicable) unless specified otherwise. 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. (12.7mm) adjustment][low profile CCP 5/16-inch (3) 200T(93°C)maximum. (8.Omm)adjustment] (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9• Cover plate Temperature Rating: [135'F(57'C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][1 650F (74°C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] (5) FM Approvals finish as"Polyester coated"applies to SIN Number RA1414,RA1435 and RA1425 in standard black or white. 10. Cover plate Finish (6)LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 (VdS)and RA1475. Note: When Model F1 FR Series Recessed sprinklers are ordered, the 11)cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. Reliable . . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers Sprinkler emergency cabinets • Dry automatic sprinklers Sprinkler wrenches • Intermediate level sprinklers Sprinkler escutcheons and guards • Open sprinklers Inspectors test connections • Spray nozzles Sight drains • Alarm valves Ball drips and drum drips • Retarding chambers Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection 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 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled ® (800)431-1588 Sales Offices Paper iable (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.10/20 P/N 9999970300 Installation Systems Product Submitted: LH Loop Hangers Rs Rs --- FM A i ;+ — L C@US LISTED 1/2" — 2" Pipe 2-1/2" — 8" Pipe Feature/service: Pipe support manufactured to use minimum rod sizes permitted by NFPA for fire sprinkler piping. Size Range: 1/2" to 8" pipe sizes Material: Pre-galvanized carbon steel with zinc-electroplated insert nut, copper plated band and nut Approvals: Factory Mutual - FM (3/4" - 8") Listings: Underwriters Laboratories - UL, cUL Conforms with: Federal Specification WW-H-171 (Type 10) and Manufacturers Standardization Society MSS-SP-58 (Type 10) Installation: Install in accordance with ANSI/MSS-SP-69 Ordering/Technical Information: Wt.(Ibs) Tubing Rod Size Max allow Item No. Description" Box Qty per 100 Size RS H T W A CL load (Ib)"" 00257353 LH 1/2" 100 8 1/2" 3/8" 3-1/16" 18ga. 5/8" - - 300 00257354 LH 3/4" 100 10 3/4" 3/8" 3-1/8" 18ga. 5/8" - - 300 00257355 LH 1" 100 10 1" 3/8" 3-3/16" 18ga. 5/8" - - 300 00257356 LH 1-1/4" 100 10 1-1/4" 3/8" 3-1/2" 18ga. 5/8" - - 300 00257357 LH 1-1/2" 100 10 1-1/2" 3/8" 3-15/16" 18ga. 5/8" - - 300 00257358 LH 2" 100 11 2" 3/8" 4-1/2" 18ga. 5/8" - - 300 00257359 LH 2-1/2" 100 t40 2-1/2" 3/8" 4-13/16" 14ga. 7/8" 15/16" 2-3/8" 525 00257362 LH 4" 50 4" 3/8" 6-13/16" 14ga. 7/8" 1-1/4" 3-1/2" 650 00257364 LH 6" 20 6" 1/2" 9-7/8" 12ga. 3/4" 1-15/16" 5-1/4" 1000 00257365 LH 8" 15 8" 1/2" 12-1/2" 11ga. 3/4" 2-1/2" 6-13/16" 1000 "LH 3 1/2", and 5"available by special order. *"Based on a safety factor of 3.5. Hilti. Outperform. Outlast. Hilti,Inc.(US)1-800-879-8000 www.us.hilti.com•Servicio al Cliente en esparr)ol 1-800-879-5000•Hilti(Canada)Corporation 1-800-363-4458 www.ca.hilti.com Installation Systems Product Submitted: Threaded Rod 11 11 1� Size Range: 1/4"-3/4" in 6' and 10' lengths Material: AISI 1008 - 1010 or ASTM A36 Steel Finish: Plain Oil or ;ZiAr, Plated Ordering/Technical Information: Tube Weight Wt. (lbs) Diam. Pitch Major Max allow Item No. Description Qty Lb/ft per pkg. in. Diameter Diameter Material tensile In. In. load(lb)** 00257963 1/4"-6'THREADED ROD- 50 .12 35.70 1/4-20 .2164-.2108 .2489-.2367 AISI 1008- 240 ZINC 1010 00257964 3/8"-6'THREADED ROD- 25 .30 42.60 3/8-16 .3331-.3266 .3737-.3595 AISI 1008- 610 ZINC 1010 00257965 1/2"-6'THREADED ROD- 12 .50 38.80 1/2-13 .4485-.4411 .4985-.4822 AISI 1008- 1130 ZINC 1010 00257966 5/8"-6'THREADED ROD- 8 .84 39.80 5/8-11 .5644-.5561 .6234-.6052 AISI 1008- 1810 ZINC 1010 00257967 3/4"-6'THREADED ROD- 5 1.20 36.20 3/4-10 .6832-.6744 .7482-.7288 ASTM A36 2710 ZINC 00257968 1/4"-6'THREADED ROD- 50 .12 35.70 1/4-20 .2164-.2108 .2489-.2367 AISI 1008- 240 PLAIN 1010 00257969 3/8"-6'THREADED ROD- 25 .30 42.60 3/8-16 .3331-.3266 .3737-.3595 AISI 1008- 610 PLAIN 1010 00257970 1/2"-6'THREADED ROD- 12 .50 38.80 1/2-13 .4485-.4411 .4985-.4822 AISI 1008- 1130 PLAIN 1010 00309386 1/4"-10'THREADED ROD- 50 .12 59.50 1/4-20 .2164-.2108 .2489-.2367 AISI 1008- 240 ZINC 3/8"-10'THREADED ROD- AISI 1008- 1010 00309387 ZINC 25 .30 71.30 3/8-16 .3331-.3266 .3737-.3595 1010 610 1/2"-10'THREADED ROD- AISI 1008- 00309388 ZINC 12 .50 61.40 1/2-13 .4485-.4411 .4985-.4822 1010 1130 00309389 5/8"-10'THREADED ROD- 8 .84 66.50 5/8-11 .5644-.5561 .6234-.6052 0 1810 ZINC 1010 00309390 3/4"-10'THREADED ROD- 5 1.20 60.00 3/4-10 .6832-.6744 .7482-.7288 ASTM A36 2710 ZINC 00309391 1/4"-10'THREADED ROD- 50 .12 59.50 1/4-20 .2164-.2108 .2489-.2367 AISI 1008- 240 PLAIN 1010 00309392 3/8"-10'THREADED ROD- 25 .30 71.30 3/8-16 .3331-.3266 .3737-.3595 AISI 1008- 610 PLAIN 1010 00309393 1/2"-10'THREADED ROD- 12 .50 61.40 1/2-13 .4485-.4411 .4985-.4822 AISI 1008- 1130 PLAIN 1010 00309394 5/8"-10'THREADED ROD- 8 .84 66.50 5/8-11 .5644-.5561 .6234-.6052 AISI 1008- 1810 PLAIN 1010 00309395 3/4"-10'THREADED ROD- 5 1.20 60.00 3/4-10 .6832-.6744 .7482-.7288 ASTM A36 2710 PLAIN ** Per MSS SP-58, the maximum allowable tensile loads are based on an allowable tensile stress of 12,000 psi reduced by 25% resulting in 9,000 psi. The 12,000 psi allows for the interchangeability of the referenced rod materials. The 25% reduction is to allow for normal installation and service conditions. Hilti. Outperform. Outlast. Hilti,Inc.(US)1-800-879-8000 www.us.hilti.com•Servicio al Cliente en espafiol 1-800-879-5000•Hilti(Canada)Corporation 1-800-363-4458 www.ca.hilti.com (9) TOLCO . . NIBCO Revision 006 Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range— (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Component of State of California OSHPD Approved C UL US LISTED Material — Carbon Steel with hardened cup point set screw and Seismic Restraints System 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 B bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set D screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the E clamp. Open design permits inspection of thread engagement. C 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" F pipe, 1/2" rod will support 112" 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 A 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 B D Fig. 65 Dimensions •WeightsZ E C Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 3/4 1 7/16 1 610 28 F 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 Max. loads for clamp with set screw in up or down position. Fig. 66 A Dimensions •Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 11/4 1 7/16 1 610 28 112 11h 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 Max. loads for clamp with set screw in up or down position. OFFICEIMANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951,737.0330 •1 CUSTOMER SERVICE•800.786.5266 www.tolco.com J) TOLCO www.tolco.com NIBCO 0 Component of State of Fig. 69 - Beam Clamp Retaining Strap California OSHPD Approved C U� US LISTED Seismic Restraints System 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 (2010) 9.3.7.1. 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 B slot on the TOLCOO 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 Specify 112 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8-7/8 Specify Specify Longer lengths are available,consult factory. OFFICEIMANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX 951.737.0330 CUSTOMER SERVICE•800.786.5266 www.toko.com i f CRODY Hanger Multi-Flange Rod Han 9 9 For Purlins, Beams & Joists Features • C or Z Purlins or horizontal beam flanges with up to 1/4" (7 mm) flange thickness • Slotted, Hex, Robertson, Phillips combo head bolt • Hardened cup point setscrew for secure grip • Fast installation of threaded components (1/4", 3/8", M6, M8 and 9 him M10). No nuts required Z purlin • Swivel feature option • Electro-zinc plated finish for good UL" listed for fire protection on Z & C purlin corrosion protection applications. No more drilling of purlins! amm Swivel allows S straight drops from pitched roofs c&us UL Listed-For Electrical EASY INSTALLATION: Applications(All Flanges) M1 1. Position hanger on C or Z 2.Tighten screw until secure. 3.Attach threaded rod. purlin or on horizontal flange. (Z purlin shown) ERIC13 ° CRDDY Multi-Flange Rod Hanger For Purlins, Beams & Joists 411 PH/SW PH/SW-FP Multi-flange hanger also works on horizontal beam Multi-flange hanger for fire protection applications on flanges. (Not UL'Listed for fire protection on 1-beams.) purlins requires jam nut as shown. UPC# PART FIG. DESCRIPTION THREAD 782856- NUMBER • 34773 PH4 1 Rod Hanger 1/4-20 25 0 34772 PH6 1 Rod Hanger 3/8-16 25 43832 PH6FP 1 Rod Hanger* 3/8-16 25 a 34764 PHSW4 2 Rod Hanger with Swivel 114-20 25 Fig. 1 YG> Fig. 34765 PHSW6 2 Rod Hanger with Swivel 3/8-16 25 41605 PHSW6FP 2 Rod Hanger with Swivel* 3/8-16 25 *Includes jam nuts for fire protection applications up to 3"sprinkler piping on C&Z purlins. Note:Loads up to 200 IDS.(0.90 kN)on C or Z purlins or 160 lbs.(0.71 kN)on horizontal beams. Metric sizes available,contact ERICO". INSTALLATION TOOL OPTIONS F3 12 Wrench Nut Driver Slotted Robertson Phillips Distributed By: O O WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation,misuse,misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction,property damage,serious bodily injury and death. UL is a registered trademark of Underwriters Laboratories,Inc. Copyright 02008 ERICO International Corporation.All rights reserved. CADDY,CADWELD,CRITEC,ERICO,ERIFLEX,ERITECH,and LENTON are registered trademarks of El International Corporation. Phone: 0852 ER�CO® Fax: 800-677--677-5403 www.erico.com M582S-NAEN M 1 624LT08NAEN 0117.5M8 IPS CARBON STEEL PIPE—FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings <&> @ LPCB VdS See Victaulic publication 10.01 for details VNIIPO FireLock®products comprise a unique system specifically designed for fire protection services.FireLock full-flow elbows and tees are a CAD-developed,hydrodynamic design that has a shorter center-to-end dimension than standard fittings.A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as gap standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings.Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Fitting Coating:Orange enamel. • Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. iCtalJliC- REV_H 10.03 1 HAM Z MOT S1HOIN IIV'ANVdW00 OIlf1V101A 60OZ®'ANVdIN00 onnV101A 10 NMUCIV81 03MRS1938 V SI onnV101A LIlOO'OIlneloIA'MMM 8'S 6Z 9'LL 9Ll £'6 80l 9'LL £4 L'61Z OOZ LZl £L'L L'8£ b6'9 4'OZ SZ'4 S'SZ L8'9 SZ9'8 8 L'Z SZ £'OL 04L £'S 68 £'8 Obl £'89L OSl 6'S 00'L L'ZZ 053 L'LI OS'£ £'8L OS'S SZ9'9 9 0'8 01,L Z'b 68 L'S 04L 8'85L ww6SL 6LL OS'S Z'6 OS'£ 97L OS'S OSZ'9 6'L SZ LY 7Zl ff£ £8 L'S 4ZL £'lbl SZL L'b 00'L L'SL 881, £'8 SZ'£ 97L 881, £95'S S CL SZ 6£ ZOl S'Z 9L 0'£ ZOl Ell L1 00L b'Z 001 L'8 00'4 9'5 00'£ L'9 001, OOS'b 4 _ b'£ ZOL £'Z 91 97 ZOL ww801 S'L 001, L'S 00'£ L'S 00'17 OSZ'4 S'0 ZZ V7 98 4'L b9 8'L 98 688 08 Z't 88'0 £'S 8£'£ L'£ OS'Z 0'4 8£'£ OOS£ £ ['L LS S'L 91 C9L ww L'9L 4'Z SU O£'£ 00'£ 000'£ S'O ZZ 9'L 9L O'l LS b'L 9L O'£L S9 O'L 88'0 9'£ 00'£ Z Z SZ'Z L'£ 00'£ SL87 V,Z £'O ZZ l'l OL 8'0 LS 8'0 OL £'09 OS 90 88'0 47 SL'Z 81 OOZ L'L SL'Z SL£'Z Z Z'0 lZ — — — — — — F,8t, Ob 4'0 Z8'0 — — 006'l I/L L L'0 lZ _ — _ — _ — vzb Z£ Co 8'0 099'L '/L l 900*ON .. .. 00 ON 900'ON ZOO'ON E00'ON 100'ON > I ° �3D� H-3 Ol Dtl SNOISN3WI0 s2ui}}i.q ®j:)o-Jaaij so•o T S10f100ad N01103108d 3HIJ-3dld 1331S NOGHU Shc it L • • w • IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings FLOW DATA Frictional Resistance Size Equivalent Feet/meters of Straight Pipe f Act .. Nominal s Straight Tee Size Di�ameter Inches he s No... .. Elbow Branch Run 1%. 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1'/1 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 21h 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Ac-taLJIIIC REV_H 10.03.3 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock' Fittings GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For FireLock EZ Style 009 and Style 009V couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the"QV EZ"marking on the inside face.Non-Victaulic end cap products shall not be used with Style 009/009V couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. II I II II I III I III I II IIIIII I III I IIII III WCAS-7MX2JY For complete contact information,visit www.victaulic.com 10.03 1539 REV H UPDATED 112009 �Ctaulie VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.03 CARBONIPS •• • PRODUCTS 10.02 FireLock° Rigid Coupling FM t)L� VdS 4e notes dp Approved, see notes V page 4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock®Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads,rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems.Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket.This PATENTED reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire MCpiug protection systems. E,ter system Vic-PlusTm Gasket System: In North America,Victaulic®offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested.The Vic-PlusTm System(patented)is dry,clean,and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook(1-100)for supplemental lubrication requirements and dry pipe fire protection system notes. Exaggerated for clarity LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure—psi Related Working Pressure—psi Related Working Pressure—p, Pipe ipe Pipe 5 1%4-3 175 175 175 EL 1'/4-2 300 N/A N/A MT 1'/4-2 300 N/A N/A 1%4-4 350 350 350 ET 1'/4-2 300 N/A N/A STF 1'/4-4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 300# N/A 300 Stead y 1'/4-2 N/A N/A 300 Th BLT 1'b-2 300 300 N/A FF 1 1/4-4 N/A N/A 300 TF 3-8 N/A N/A 300 DF 1'/4-4 300 300 300 GAL-7 1'/4-2 300 N/A N/A WLS 1'/4-2 300 300 N/A DT 1'/4-2 300 300 N/A MLT 1'/a-2 300 N/A N/A XL 1144-3 300 300 300 EF 1%-4 175@ N/A 175 MF 1'/a-4 300 N/A 300" FM approved for service in 11h-4"pipe. #UL Listed for service up to 4"pipe only. @ UL Listed for service up to 3"only. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. A—c—t—a—ulicr REV-1 10.02_1 A CARBON STEEL PIPE- FIRE PROTECTION PRODUCTS 10.02 FireLock° Rigid Coupling STYLE 005 WITH VIC-PLUSTm GASKET SYSTEM(NORTH AMERICA ONLY) DIMENSIONS Max.Work Max.End Allow.Pipe Bolt/Nut@ Approx. Si- Pressure Load- E�d Sep. No-Size Dimensions-Inchesimm Wgt.Each �Y �ZSize Diameter PSI Lbs. Inches inches L Actual X 1''A 1.660 350 755 0.05 2_3/a x 2'/+ 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 148 a5 1'h ,900 350 990 0.05 2_'/s x 2_'/. 3.00 4.75 1.88 1.2 Rated for wet and dry sprinkler systems at 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 350 psi/2413 kPa for 1'/.-47/32-100 mm 50 60.3 2413 6900 1.7 2-'/°x 2 1 h 89 133 148 0.7 sizes and 300 psi/2068 kPa for 4'/.-87108 2 V2 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 -200 mm sizes;Schedule 10 roll grooved or 65 73.0 2413 10110 1.7 2-36 x 2'k 102 146 148 .09 Schedule 40 cut or roll grooved steel pipe. 3.000 350 2475 0.07 4.13 5.75 1.88 1.9 Style 005 is rigid and does not accommodate 76.1 mm 76.1 2413 11010 1.7 2-31e x 2 k 105 146 148 0.9 expansion,contraction or angular deflection. 3 3.500 350 3365 0.07 2-Y.x 2'k 4.63 6, 1.88 2.1 4 4.500 350 5565 0.16 2-3/s x 2,/2 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 146 134 54 1.4 108.0 mm 4.250 300 4255 0.16 2-Ms x 2 V2 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 5.563 300 7290 0.16 2-'k x 3 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 175 229 54 2.0 5.250 300 6495 0.16 6.63 9.00 2.13 4.5 133.0mm 133.0 2068 28900 4.1 2-'fi x 23/` 168 229 54 2.0 139.7mm 5.500 300 7125 0.16 2-/2 x 23/a 6.88 9.00 2.13 4.8 139.7 2 171 41 17 229 S4 2.2 6 6.625 300 10340 0.16 2-'k x 3 3.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 203 254 53 2.3 6.250 300 9200 0.16 7.63 10.00 2.13 5.5 159.Omm 159.0 2068 40955 4.1 2 'fix 23/a 194 254 54 2.5 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165.1 mm .165.1 2068 44295 4.1 2-'h x 3 207 254 54 2.5 8 8.625 300 17525 0.19 2-5/s x 414 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 267 334 67 5.1 ' Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI) steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for perfor- mance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1 112 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only.Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments.Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. 4 Style 005 couplings are VdS and LPC Approved to 12 Bar/175 psi. www.victaulic.com ictaluild VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. 10.022 REV_I IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.02 ` FireLock° Rigid Coupling STYLE 005 WITH VIC-PLUSTm GASKET SYSTEM(NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Housing Coating:Orange enamel(North America);red enamel(Europe) • Optional: Hot dipped galvanized Gasket: • Grade"E"EPDM-Type A Vic-Plus"Gasket System A (Violet color code).FireLock products have been Listed by Underwriters Laboratories Inc.and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services up to the rated working pressure using the Grade"E"Type A Vic-Plus'Gasket System,requiring no field lubrication for most installation conditions. • Grade"L"Silicone Recommended for dry heat,air without hydrocarbons to+350°F and certain chemical services. For dry services,Victaulic continues to recommend the use of Grade"E"Type A FlushSeal®Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to-40°F/-40°C.Based on "typical" pipe surface conditions,supplemental lubricant is recommended for services installed below 0°F/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water.Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams.Victaulic continues to recommend the use of FlushSeal gaskets for dry services. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. A—Cta—uhicr REV-1 10.60_3 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock° Rigid Coupling STYLE 005 WITH VIC-PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing.Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. III IIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIII WCAS-697KR4 For complete contact information,visit www.victaulic.com 10.02 1538 REV I UPDATED 912006 A—c—taU1ICr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.m 2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. 10.02 Victaulic° Flexible Coupling Style 75 ✓c taulic° y 06.05 z Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or Exaggerated for clarity property damage. Approvals/LLii,stti ngs FM t .- LPCB O 0 8NOTICE �� Victaulic RX grooving rolls must be ordered See Victaulic publication 10.01 for details separately. They are identified by a silver color and See Victaulic publication 02.06 for portable water approvals if applicable. the designation RX on the front of the roll sets. Product Description Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77,the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "EHP" or"T" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade "EHP" or"T" gaskets. Contact Victaulic for further details. Performance data presented in this document is based on use with standard wall, carbon steel pipe. For use with stainless steel pipe, please reference publication 17.09 for pressure ratings and end loads.When used on light wall stainless steel pipe, the Victaulic RX roll set must be used to roll groove the pipe. For further information regarding roll grooving stainless steel, refer to publication 17.01. Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 06.05 1470 Rev 0 Updated 09/2014 0 2014 Victaulic Company.All rights reserved. 1 ✓ctaulio' victaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 Material Specifications Housing: Bolts/Nuts: Ductile iron conforming to ASTM A-536,grade 65-45-12. Heat-treated plated carbon steel,trackhead meeting the Ductile iron conforming to ASTM A-395, grade 65-45-15, physical and chemical requirements of ASTM A-449 and is available upon special request. physical requirements of ASTM A-183 Housing Coating: (specify choice) [j Standard: Orange enamel. ❑ Optional: Hot dipped galvanized and others. Gasket: (specify choice') NOTE:Additional gasket styles are available.Contact Victaulic for details. ❑ Grade"E" EPDM EPDM (Green stripe color code). Temperature range—30OF to+230°F/-340C to+1100C. May be specified for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +730F/+230C and hot+1800F/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR PETROLEUM SERVICES. ❑ Grade "T" Nitrile Nitrile (Orange stripe color code).Temperature range 20°F to+180°F/29°C to+82°C. May be specified for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range. Not compatible for hot water services over +150°F/+660C or for hot dry air over+1400F/+60°C. 1 Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. 06.05 1470 Rev 0 Updated 09/2014 ®2014 Victaulic Company.All rights reserved. victaulic.com 2 cta u l c victaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 Dimensions Style 75 �Y� H-Z-►I X I I Actual Maximum Maximum Allow. Dimensions Approx. Nominal Outside Working End Pipe End Deflection from Weight Size Diameter Pressure 2 Load 2 Separation3 Centerline Bolt/Nuta X Y Z Each Pipe inches inches psi lbs. inches PerCpig. inches/ft. inches inches inches lbs. mm mm kPa N mm Degrees mm/m (No.)size inches mm mm mm kg 1 1.315 500 680 0-0.06 ° 0.57 2.38 4.27 1.77 1.3 25 33.4 3450 3025 0-1.6 2-43 48 2-3/a x 2 61 108 45 0.6 11/a 1.660 500 1080 0-0.06 ° 0.45 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 2-10 38 2-'A x 2 68 117 45 0.6 11h 1.900 500 1420 0-0.06 , 0.40 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 1 -56 33 2-3/8 x 2 74 122 45 0.6 2 2.375 500 2215 0-0.06 ° 0.32 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0-1.6 1 -31 26 2-3/e x 2 87 133 48 0.8 21/2 2.875 500 3245 0-0.06 , 0.26 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0-1.6 1 -15 22 2-3/e x 2 98 144 48 1 0.9 76.1 mm 3.000 500 3535 0-0.06 1°-12, 0.26 2-'A x 2 4.00 5.90 1.88 1.9 76.1 3450 15730 0-1.6 22 102 150 48 0.9 3 3.500 500 4800 0-0.06 1 -2 2-1h x 2 3 0.22 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0-1.6 18 /a 114 178 48 1.3 31/2 4.000 500 6300 0-0.06 0.19 5.00 7.50 1.88 2.9 90 1 34 0 0-1 0°54' 16 2-1h x 2 3/a 127 191 48 1.3 4 4.500 500 7950 0-0.13 L1°-36' 034 2-1h x 2'A 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0-3.2 28 147 204 1 54 1.9 4.250 450 6380 0-0.13 1° 41 0.35 5.55 7.79 2.13 3.7 108.0 mm 108.0 3100 28395 0-3.2 29 2-12 x 70 141 198 54 1.7 41h 5.000 450 8820 0-0.13 1°-26' 2-�a x 3'/a 0.25 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0-3.2 21 156 240 54 2.5 5 5.563 450 10935 0-0.13 0.27 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 1 -18 23 2-s/a x 3 1/a 175 256 54 2.6 133.0 mm 5.250 450 9735 0-0.13 1° 21' 0.28 2-16 x 82.5 6.55 9.37 2.13 6.0 133.0 3100 43325 0-3.2 24 166 238 54 2.7 139.7 mm 5.500 450 10665 0-0.13 1°-18' 0.28 2-5h x 3 1/a 6.80 9.59 2.13 6.3 139.7 3100 47460 0-3.2 24 173 244 54 2.9 152A mm 6.000 450 12735 0-0.13 1°-12' 0.21 2-'/a x 3 1/47.38 10.48 1.88 6.2 6 6.625 450 15525 0-0.13 0.23 8.00 11.07 2.13 7.0 150 168.3 3100 69085 0-3.2 1°-5' 18 2-5/e x 3'/� 203 281 54 3.2 159.0 mm 6.250 450 13800 0-0.13 1-9, 0.24 2-16 x 82.5 7.63 10.49 2.13 6.8 159.0 3100 61405 0-3.2 20 194 266 54 3.1 8 8.625 450 26280 0-0.13 oc-50' 0.18 2--%x 4 1/a 10.34 13.97 2.13 12.4 200 219.1 3100 116945 0-3.2 14 263 355 1 59 5.6 2 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes these figures should be reduced by: 50%for 3k-3 1fi"/20-90 mm;25%for 4"/100 mm and larger. 4 Number of bolts required equals number of housing segments. General Notes Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1%times the figures shown. 06.05 1470 Rev 0 Updated 09/2014 0 2014 Victaulic Company.All rights reserved. victaulic.com 3 A-taullic° victaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications.All products the product you are installing.Handbooks are included with each s ipmen o ictaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data,and are available in PDF format Victaulic reserves the right to change product specifications,designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic*is a registered trademark of Victaulic Company. 06.05 1470 Rev 0 Updated 09/2014 ®2014 Victaulic Company.All rights reserved. victaulic.com 4 cta u I c` (DTOLCO I NIBCO Revision 00- Fig. 1001 - Sway Brace Attachment Component of State of C&uS LISTED California OSHPD Approved Size Range — Pipe size to be braced: 21h" thru 8" IPS.' Pipe size Seismic Restraints System FM used for bracing: 1" and 1 t/a" Schedule 40 IPS. ...�.. Material — Carbon Steel Function — For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals — Underwriters Laboratories Listed in the USA(UL) Maximum Design Load and Canada(cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1600 lbs. Sch. 10 &40 Included in our Seismic Restraints Catalog approved by the State 1" Brace Pipe- 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10 &40 w/1 /a Brace Pipe - 2765 lbs. (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic FM Approved Design Loads` Restraint Systems Guidelines. 21/2" - 2400 lbs. Finish — Plain 3" - 4" - 2500 lbs. Note — Available in Electro-Galvanized and HDG finish. 5" - 8" - 1500 lbs. Order By — Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Used to laterally brace Important Note — The Fig. 1001 is precision manufactured to mains 2" diameter perform its function as a critical component of a complete brac- through 6" diameter, ing assembly. To ensure performance,the UL Listing requires where applicable, as that the Fig. 1001 must be used only with other TOLCO bracing shown on the drawings products. The Fig 1001 is not intended for use with the Fig.907 and on the bracing 4-Way Longitudinal Brace Attachment. calculations. ® OFFICEIMANUFACTURING FACILITY-1375 SAMPSON AVE.-CORONA,CA 92879-PH: 951.737.5599-FAX: 951.737.0330 CUSTOMER SERVICE-800.786.5266 www.toko.com (DTOLCO� Revision 00: Fig. 4L C&s 111TEO Longitudinal "In-Line" Sway Brace Attachment FM Size Range — 2" through 8" IPS. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbance. 0 Approvals — Underwriter's Laboratories Listed in the USA(UL) and Canada (cUL) 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 D A 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 C proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. 0 n 0 o Dimensions -Weights 1 Bolt Max. Rec. *Max Rec. Approx. Sizes A C D Load Lbs. Load Lbs. Size (WLus) (FM) Wt./100 j 21h 67/16 21/z 23/4 112 2015 3000 253 I 3 7 23/4 31/16 112 2015 1550 268 - 1 4 81/2 33/8 317/16 112 2015 1550 348 01 5 93/4 37/8 43/8 1/2 2015 1450 380 Longitudinal Brace 6 11112 5 51/8 1/2 2015 1450 640 8 131/4 611/16 61/8 112 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", 11h"or 2"Sch.40 brace pipe. 4-Way Riser Brace (Plan view) TOLCO®brand bracing components are designed to be compatible ONLY with other TOLCO9 brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCOV 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. OFFICEWANUFACTURING FACILITY-1375 SAMPSON AVE -CORONA,CA 92879-PH: 951.737.5599-FAX: 951.737.0330 CUSTOMER SERVICE-800.786.5266 www.tolco.com TOLCO NIBCO Revision 008 Fig. 980 - Universal Swivel Sway Brace Attachment CISIUSLSTEO Size Range — One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all <FM> structural steel up to 1/4" thick. Material — Carbon Steel Component of State of Function — Multi-functional attachment to structure or California OSHPD Approved Seismic Restraints System braced pipe fitting. Features — This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 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 A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 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. i, 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. (WILLIS) (FM) Wt./100 51/4 17A 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 30'-90°.No reduction of load based on brace angle is required. TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does N4I 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 J_Q[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-800386.5266 www.toko.com itt As the leading supplier of steel sprinkler pipe,we understand that there are no second chances in fire suppression.You need products of enduring quality and exceptional strength—plus reliable service.You need Bull Moose. 0.0.(in) 1315 1.660 1.900 2375 2.875 3.500 4.500 6.625 8.625 1315 1.660 1.900 2.375 2.875 3.500 4.500 I.O.(in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 6.357 8.249 — 1.049 1.3D0 1.610 2.067 2.469 3.068 4.026 Empty Weig—0,1t) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 i.66D 2.270 2.720 3.660 5.800 7.580 10.800 Water Filled Weight(lb/ft) 1.820 J,060 .053 4.223 5.893 7.957 11.795 23.038 40.086 2.055 2.918 3.602 5.114 7.875 10.783 16.316 C.R.R. 15.27 7.76 6.27 4.92 3.54 2.50 1.158 1.805 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Pieces per Lift 91 51 37 30 19 19 10 7 70 51 44 30 30 19 19 Lift Weight(Ihs)21'lengths 2,695 ,6T1 2,051 2,224 1,732 2,242 1,951 2,490 2,470 2,431 2,513 2,306 3,654 3,024 4,309 Lift Weight(Ibs)24'lengths 3,079 2,344 2,542 1,979 2,553 2,230 2,848 2,822 2,778 2,872 2,535 4,176 3,455 4,925 Lift Weight(lbs)25'lengths 3,208 ,187 2,442 2,648 2,062 2,670 2.940 2,894 2,992 2,745 4,350 3.501 5,130 SCHEDULE 10 S 40 ADVANTAGES: OTHER BENEFITS/SERVICES: • UL listed(US&Canada)and FM approved We have the most stocking locations in the industry, • ASTM A135 and A795 Type E,Grade A Certified for best delivery and availability • Complies with NFPA-13,13R and 14 Plain end or roll groove • Eddy Guard II'"bacterial-resistant internal coating • Industry-leading hydraulic characteristics • Custom length options • CRR of 1.0 and greater Hot dipped galvanization • All pipe NDT weld tested Reddi-Pipe°red or black pipe eliminates field painting • Compatible for use in wet,dry, preaction and deluge EXClusive maker Of sprinkler systems RED OR BLACK PAINTED PIPE.1 I The only maker with EPDs(to help earn LEED points). `� • c us LISTED FMon �A O11�FS�4 APPROVEDNFPA ��`"-`::.�'�� • �..w d , \li�� ,� 8OO.325.4467 1111SOBUIIMoose1ndustrins.co ]BULL II I Eddy Flow The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems systems with a working pressure of 300 psi or less. in commercial and residential construction, Bull Please check with appropriate sources for up-to-date Moose Tube has added Eddy Flow to its listings and approval information. comprehensive line of sprinkler pipe products. As an added benefit, it is more economical to use than Eddy Flow is a specially engineered replacement for schedule 10 due to reduced delivery costs and ease schedule 10, offering better flow characteristics while of handling. Furthermore, Eddy Flow's larger ID providing design flexibility. This product is FM provides an opportunity for downsizing and further approved, as well as UL listed (for U.S. and Canada) cost savings. for roll grooving and welding for use in fire protection COMPARISON INSIDE DIAMETER ZA Nominal Pipe Eddy Flow Schedule 10 Schedule 40 1 1/4 1.660 1.530 1.442 1.380 1.98 1.00 1 1/2 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 2 1/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 Corrosion Resistance Ratio BENEFITS • Dual Certified to ASTM A 135 and A 795. • FM Approved for roll grooved,and welded,and plain-end application in wet systems. • UL Listed(for U.S.and Canada)for joining by welding or by listed rubber gasketed fittings for use in wet,dry, preaction,and deluge type sprinkler systems. • UL Listed(for US and Canada)and FM Approved for use with Victaulie FI7®Fittings in plain end applications. • Lightweight-saves shipping costs,and offers easier handling. • Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. • Floor stock available in various lengths produced in Casa Grande(AZ), Gerald(MO),and Masury(OH).Also can be ordered in custom lengths.. • Can be used for wet and dry'systems. Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. a" Ch(N 6esterfield, Clarkson Road For additional information, gL6 EU�; j, Chesterfield,MO 63017 contact your salesperson today at 1 f BULL MOOSE:n,,e ANY (800)325-4467 (800)325-4467 or(636)537-2600 CJ FAX:(636)537-2645 in the USA,or from Canada www.bullmoosetube.com call(800)882-4666 FM A CR A O company e-mail:sal es n,buIImoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 A SHIPPING BAR GROOVED END 90 L.R. C UL US ELBOW } FOR FIRE SPRINKLER SYSTEMS HOSE & BRAID B FM APPROVED 1800 MATERIALS OF RETURN CONSTRUCTION END FITTINGS-CARBON STEEL-SCH 40/STD WT HOSE &BRAID-STAINLESS STEEL-300 SERIES 90° ELBOW-CARBON STEEL-SCH 40/STD WT AIR RELEASE 180° RETURN-CARBON STEEL-SCH 40/STD WT OR DRAIN PLUG SUPPORT BRACKET (2" AND LARGER) NOTE: METRALOOPS 2-1/2" AND LARGER INSTALLED IN ANY ORIENTATION OTHER THAN HANGING DOWN MUST HAVE THE 180° RETURN SUPPORTED. (SEE INSTALLATION INSTRUCTIONS.) CONTACT FACTORY FOR ADDITIONAL SIZES AND MOVEMENTS. ALL DIMENSIONS IN INCHES. QTY SIZE MODEL MOVEMENT A B PSI WT (LBS) PROJECT INFO 1" (25mm) MLUGFM160100 ±8" 18" 23" 300 8 1.25" (32mm) MLUGFM160125 ±8" 19" 25" 300 10 1.5" (40mm) MLUGFM160150 ±8" 21" 27" 300 15 2" (50mm) MLUGFM160200 ±8" 23" 30" 300 19 2.5" (65mm) MLUGFM160250 ±8" 25" 34" 300 31 3" (80mm) MLUGFM160300 ±8" 27" 37" 300 45 4" (100mm) MLUGFM160400 ±8" 31.5" 43" 175 64 5" (125mm) MLUGFM160500 ±8" 36" 48" 175 105 6" (150mm) MLUGFM160600 ±8" 42" 55" 175 160 8" (200mm) MLUGFM160800 ±8" 56" 70" 175 297 10" (250mm) MLUGFM161000 ±8" 68" 74.5" 175 1 485 12" (300mm) MLUGFM161200 ±8" 80" 84.5" 175 1 675 SUITABLE FOR USE IN DRY PIPE SYSTEMS 2 SIZES ADDED 8/21/2018 FOR TEMPERATURES TO-40°F. REV. 1 SUPPORT BRACKET CHANGE DATE 2/5/2015 Aw Metro Iex® WW M°8380000M for pipes in motion CUSTOMER: METRAFLEX FIRELOOPT"' GROOVED ENDS, ±8" MOVEMENT PROJECT: DRAWN BY: DKISH I DATE:5 30 2014 APPROVED: ZB I DATE:5 3O 2014 ENGINEER: SCALE: DRAWING NUMBER: NTS MLUGFM 16-REV2 02018 The Metraflex Co. HANGER ROD BY OTHERS LOCK NUT CARBON STEEL SWIVEL WITH BY OTHERS V D" UNC NUT (SEE BELOW) METRALOOP WITH SEISMIC BREAKAWAY HANGER (FORMERLY BREAKAWAY COUPLING) ALUMINUM IF THE HANGER ROD BODY C IS SMALLER THAN THE NUT OF THE SWIVEL HANGER,SIMPLY SLIDE THE UNDERSIZED ROD THROUGH THE NUT AND B FASTEN WITH THE APPROPRIATE SIZED NUTS. 304 STAINLESS A STEEL PIN A CABLE TETHER IS SUPPLIED METRALOOP FOR SUPPORTING LARGE SUPPORT SEISMIC LOOPS WHOSE BRACKET WEIGHT OR EXTREME _ FLEXIBILITY MAY REQUIRE SUPPORT. i CARBON STEEL METRALOOP NYLON INSERT 1800 RETURN LOCK NUT SEISMIC BREAKAWAY HANGER SIZING CHART QTY PART # A (in) B (in) C (in) D (in) LOOP SIZE LOOP MOVEMENT +4" +8" +16„ +24„ SBH30 7.25 6.375 2.125 5/8" 1/2" SBH65 SBH65 SBH45 7.25 6.375 2.125 5/81, 3/4" SBH65 SBH65 SBH65 7.25 6.375 2.125 5/8" 1- SBH65 SBH65 SBH80 7.25 6.375 2.125 5/8" 1 1/4„ NOT REQUIRED SBH65 SBH65 SBH130 9.75 8.75 2.875 5/8" 1-1/2" SBH65 SBH65 SBH2O0 9.75 8.75 2.875 3/4" 2" SBH65 SBH80 SBH400 12.75 11.625 2.875 3/4" 2-1/2" SBH80 SBH80 SBH130 SBH650 12.75 11.625 2.875 3/4" 3" SBH80 SBH80 SBH130 SBH130 4" SBH130 SBH130 SBH130 SBH2O0 5" SBH130 SBH130 SBH2O0 SBH400 REV. DATE 6" 1 SBH2O0 SBH2001 SBH400 SBH400 2323 W.HUBBARD ST. Me t ra I ex CHICAGO,IL 0612 8" SBH400 SBH650 SBH650 SBH650 TEL:312-738 3800 ® FAX:312-738-0415 for pipes in motion WWW.METRAFLEX.COM CUSTOMER: SEISMIC BREAKAWAY HANGER (FORMERLY BREAKAWAY COUPLING) PROJECT: DRAWN BY: DKISH I DATE: 9/25/2018 APPROVED: I DATE: ENGINEER: SCALE: DRAWING NUMBER: N/A SBH-4 METRAFLEX SEISMIC BREAKAWAY HANGER OPERATION, INSTALLATION, AND MAINTENANCE INSTRUCTIONS General: The purpose of the Metraflex Seismic BreakAway Hanger is to support the flexible element of a seismic joint such as the Metraloop. During a seismic event, the Seismic BreakAway Hanger will break free allowing the seismic joint to freely move in its complete range of motion. After the seismic event, the Metraflex Seismic BreakAway Hanger can be simply reassembled. Application: Each Metraflex Seismic BreakAway Hanger is factory set for a specific load and will be matched to a specific Metraloop or other seismic joint. The Metraflex Seismic BreakAway Hanger is installed in the hanger rod of the seismic joint. For the Metraloop product this will be located at the 180" return fitting. For Dog Leg products this will be at the 90" elbow. For large movement units, Seismic BreakAway Hangers may be required to support the flexible hose, see figure 4 and 4A. Tethers: Tethers are used to prevent the seismic joint from over flexing and are included on all Seismic BreakAway Hangers. Installation: 1. The Metraflex Seismic BreakAway Hanger should be installed as close to the seismic joint as possible. See figure 1. 2. Insure that the correct size Hanger has been selected for installation by reviewing the submittal. 3. The swivel eye bolt should be installed in the top position attached to rod or cable that complies with the contract documents. See figure 1 and 2. 4. A male thread is provided for connection to the seismic joint. See figure 1 and 2. 5. Apply the no step stickers provided with the Hanger to the pipe / insulation cover. Caution: 1. When lifting from the flexible hose, never point load the hose during the installation process, always use a saddle. The hose consists of corrugated stainless steel hose and can be damaged. 2. The Seismic BreakAway Hanger is designed for a specific load based on the size and configuration of the seismic joint. People walking on the seismic joint or other outside loads on the devise can result in premature breaking of the coupling and should be avoided. No Step warning stickers have been provided with the Seismic BreakAway Hanger for larger pipe sizes. 3. When installing a seismic joint with multiple Seismic BreakAway Hangers, evenly lift the seismic device into place. Do not over flex the hose. Testing: Each Seismic BreakAway Hanger is factory tested prior to shipment. No field testing is necessary. Maintenance: The Metraflex Seismic BreakAway Hanger does not require maintenance and there are no serviceable parts. If the Hanger is ever pulled apart, for any reason, simply insert the pin back into the Hanger until it is bottomed out. For Hangers designed to support larger seismic connections a "C- clamp" may be required to push the pin for reassembly. 2323 W.HUBBARD ST. CHICAGO,IL TEL:M et ra l ex. FAX:312-738-3800 2-7738-0415 2 for pipes in motion WWW.METRAFLEX.COM CUSTOMER: SEISMIC BREAKAWAY HANGER OPERATION,INSTALLATION,AND MAINTENANCE INSTRUCTIONS PROJECT: DRAWN BY: DKISH IDATE: 11 12 2015 APPROVED: ,JC I DATE: 1 1/12/2015 ENGINEER: SCALE: DRAWING NUMBER: N/A SBH-OIM 1 of 2 METRAFLEX SEISMIC BREAKAWAY HANGER OPERATION, INSTALLATION, AND MAINTENANCE INSTRUCTIONS INSTRUCTIONS CONTINUED: FIGURE 1 HANGER ROD FIGURE 2 BY OTHERS IF THE HANGER ROD IS SMALLER THAN THE LOCK NUT NUT OF THE SWIVEL BY OTHERS HANGER,SIMPLY SLIDE THE SMALLER DIAMETER ROD THROUGH THE NUT AND FASTEN WITH THE APPROPRIATE SIZED NUTS. ALUMINUM CARBON STEEL BODY SWIVEL WITH 5/8"UNC NUT 304 STAINLESS STEEL PIN FIGURE 3 A CABLE TETHER IS SUPPLIED FOR SUPPORTING LARGE DIAMETER SEISMIC LOOPS WHOSE WEIGHT OR EXTREME FLEXIBILITY MAY REQUIRE SUPPORT. METRALOOP SUPPORT BRACKET CARBON STEEL NYLON INSERT LOCK NUT METRALOOP 1800 RETURN CABLE TETHER FIGURE 4 UNITS CAN ALSO BE USED FIGURE 4A WITH SADDLES TO PREVENT LONG FLEXIBLE LEGS ON THREADED ROD LARGE LOOPS FROM SAGGING. METRAFLEX SEISMIC BREAKAWAY HANGER 180°, 12"LONG, 14 CLEVIS HANGER GA GALVINIZED STEEL SADDLE EXISTING (RECOMMENDED SEISMIC FLEX - WITH PLASTIC LINER) ♦tl tart +.t.t_<. OW 2323 W.HUBBARD ST. CHICAGO, IL EL:312-738-3800 M et ra kj�A. TAX:312-7738-0415 2 for pipes in motion W W W.METRAFLEX.COM CUSTOMER: SEISMIC BREAKAWAY HANGER OPERATION,INSTALLATION,AND MAINTENANCE INSTRUCTIONS PROJECT: DRAWN BY: DKISH I DATE: 11/10 2015 APPROVED: ,JC I DATE: 11/1 1/2015 ENGINEER: SCALE: DRAWING NUMBER: N/A I SBH-OIM 2 of 2 Ll CAST IRON THREADED FITTINGS ^!V! r. Anvil standard and extra heavy cast iron threaded fittings are Cast Iron Threaded Fittings manufactured in accordance with ASME-1316.4 (except plugs Pressure - Tem erature Ratings and bushings, ASME B16.14). Dimensions also conform to Federal Pressure Specifications,WW-P-501(except plugs and bushings WW-P-471). Temperature Class 125 Class 250 ff) (10 psi bar psi I bar U FM -20°to 150° -28.9 to 65.6 175 12.1 400 27.6 C oL US APPROVED 200° 93.3 165 11.4 370 25.5 For Listings/Approval Details and Limitations,visit our website at www.anvilintl.com or contact an Anvil Sales Representative. 250° 121.1 150 10.3 340 23.4 3000 148.9 140 9.7 310 21.4 3500 176.7 125 8.6 300 1 20.7 400° 204.4 250 1 17.2 Standards and Specifications Dimensions Material Galvanizing"" Thread Pressure Rating FederaUOther CAST IRON THREADED FITTINGS Class 125 ASME B16.4• ASTM A-126(A) ASTM A-153 1 ASME B1.20.1+ ASME B16.4• ASME 616.4111111111 Class 250 ASME B16.4• ASTM A 126(A) ASTM A-153 ASME B1.20.1+ ASME 616.4• ASME B16.4■ CAST IRON PLUGS AND BUSHINGS ASME 1316.14• ASTM A-126(A) I ASTM A-153 1 ASME B1.20.1+ ASME 616.14• WW-P-471 •an American National standard(ANSI), +ASME 61.20.1 was ANSI B2.1, ■Formerly WW-P-501 ""ASTM B 633.Type I,SC 4,may be supplied as alternate zinc coating per applicable ASME B16 product standard. PF-11.13 CAST IRON THREADED FITTINGS i'i ANVIL General Assembly of Threaded Fittings 1) Inspect both male and female components prior to assembly. • Threads should be free from mechanical damage,dirt,chips and excess cutting oil. • Clean or replace components as necessary. 2) Application of thread sealant • Use a thread sealant that is fast drying,sets-up to a semi hard condition and is vibration resistant.Alternately,an anaerobic sealant may be utilized. • Thoroughly mix the thread sealant prior to application. • Apply a thick even coat to the male threads only.Best application is achieved with a brush stiff enough to force sealant down to the root of the threads. 3) Joint Makeup • For sizes up to and including 2"pipe,wrench tight makeup is considered three full turns past handtight.Handtight engagement for'/i'through 2"thread varies from 41/2 turns to 5 turns. • For 2'/2'through 4"sizes,wrench tight makeup is considered two full turns past handtight.Handtight engagement for 2'/2' through 4'thread varies from 5'/2 turns to 63/4turns. PF-11.13 CAST IRON THREADED FITTINGS ANVIL Class 125 (Standard) ❑ FIGURE 351 Size A B Unit Weight 90° Elbow Black NPS DN in mm in mm Ibs k '/4 8 '/2 13 13/16 22 0.16 0.07 3/6 10 '/16 14 'S/16 24 0.25 0.11 1/2 15 11/16 17 11/6 29 0.40 0.18 3/4 20 '3/16 22 1'S/16 33 0.60 0.27 •s: 1 25 15/16 24 11/2 38 0.92 0.42 11/4 32 11/8 29 13/4 44 1.44 0.65 --B 11/2 40 15/16 33 115/16 49 1.95 0.88 -A-�I I 2 50 19/16 40 21/4 57 3.13 1.42 .-}----- -- ------ '_ _ 21/2 65 113/16 47 211/16 68 4.94 2.24 1 A 3 80 23/16 56 31/6 79 7.21 3.27 31/2 90 27/16 62 37/16 87 9.67 4.39 4 100 211/16 68 313/16 98 12.17 5.52 5 125 36/16 84 41/2 114 21.46 9.73 6 150 37/6 98 51/6 130 31.33 14.21 8 200 53/16 132 69h6 167 64.56 29.28 Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-6.13 CAST IRON THREADED FITTINGS AINIVI Class 125 (Standard) j--D I--B ❑ FIGURE 352 90° Elbow,Reducing - -'------=---- --�-f- A-------------- . .. - i Size A B C D Unit Weight Black NIPS DN NPS DN in n7m in mm in mm in mm Ibs k '/2 15 '/4 8 5/8 16 3/4 19 1'/16 27 1'/16 27 0.40 0.18 3/8 10 5/8 16 "/16 17 1'/16 27 11/16 27 0.34 0.15 3/4 20 112 15 11/16 17 13/16 22 11/4 32 11/4 32 0.51 0.23 1 25 1/2 15 11/16 17 15/16 24 13/8 35 13/8 35 0.67 0.30 3/4 20 13/16 22 15/16 24 1'/16 37 17/16 37 0.76 0.34 1/2 15 11/16 17 11/16 27 11/2 38 11/2 38 1.07 0.49 11/4 32 3/4 20 13/16 22 1'/e 29 15/8 41 15/8 41 1.02 0.46 1 25 15/16 24 11/8 29 111/16 43 1"/16 43 1.21 0.55 1/2 15 3/4 19 11/4 32 15/8 41 15/e 41 1.53 0.69 1112 40 3/4 20 7/8 22 15/16 33 113/16 47 113/16 47 1.55 0.70 1 25 1 25 11/4 32 113/16 47 11'/16 47 1.44 0.65 11/4 32 13/16 30 11/4 32 17/8 48 11/8 48 1.74 0.79 1/2 15 13/16 30 17/16 37 13/8 35 13/8 35 2.22 1.01 3/4 20 15/16 33 11/2 38 2 51 2 51 2.20 1.00 2 50 1 25 11/16 27 1'/16 37 2 51 2 51 2.08 0.94 11/4 32 13/16 30 17/16 37 21/16 52 21/16 52 2.33 1.06 11/2 40 15/16 33 1112 38 21/8 54 21/8 54 2.59 1.17 1 25 1 25 13/4 44 2'/16 59 25/16 59 2.93 1.33 21/2 65 11/4 32 13/16 30 13/4 44 23/8 60 23/8 60 3.41 1.55 11/2 40 15/16 33 113/16 47 27/16 62 27/16 62 3.68 1.67 2 50 1'/16 40 17/8 48 2'/16 65 2'/16 65 4.01 1.82 11/4 32 15/8 41 25/16 59 21'/16 75 27'/16 75 5.98 2.71 3 80 11/2 40 15/8 41 25/16 59 21'/16 75 275/16 75 5.65 2.56 2 50 15/8 41 21/4 57 215/16 75 215/16 75 5.25 2.38 21/2 65 1'/8 48 23/16 56 31/16 78 31/16 78 6.44 2.92 2 50 2'/16 56 215/16 75 35/e 92 35/8 92 11.89 5.39 4 100 21/2 65 23/16 56 23/4 70 35/8 92 35/8 92 11.27 5.11 3 80 23/16 56 2"/16 68 35/8 92 35/e 92 10.63 4.82 5 125 4 100 2'3/16 73 3'/16 84 43/8 111 43/8 111 16.47 7.47 3 80 25/16 59 313/16 98 413/16 124 413/16 124 19.43 8.81 6 150 4 100 21'/16 73 37/8 98 415/16 125 4t5/16 125 23.53 10.67 5 125 33/8 86 313/16 98 5 127 5 127 26.66 12.09 Note:See following page for pressure-temperature ratings. PROJECTrAPPROVAL Project: ❑Approved Address: []Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-6.13 CAST IRON THREADED FITTINGS (-W)AW114 Class 125 (Standard) ❑FIGURE 356 (Straight) Size A B Unit Weight ❑FIGURE 356R(Reducing) Black 45° Elbow NPS DN in mm in mm Ibs k 'la 8 '/16 11 'la 19 0.16 0.07 '/8 10 7/16 11 "/16 22 0.23 0.10 '/2 15 /16 11 7/a 22 0.37 0.17 3/4 20 1/2 13 1 25 0.55 0.25 `+ 1 25 s/16 14 11/8 29 0.83 0.38 FIGURE 356(Straight) 1'/4 32 5/8 16 11l4 32 1.33 0.60 11/2 40 11/1 s 22 1'/1 s 37 1.79 0.81 41 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'/1 s 30 2'/1 s 56 6.44 2.92 Figure 356R(Reducing) 31/2 90 13/8 35 23/8 60 8.42 3.82 4 100 19/1 s 40 25/8 67 10.64 4.83 14\ 6 150 2'/16 56 3�hs 87 26.02 11.80 9 8 200 27/e 73 41/4 108 50.17 22.75 Unit Weight B A Size A B C D Black ----- ---- NPS DN in mm in mm in mm in mm Ibs k 1 x'/2 25 x 15 1/2 15 7/8 22 11/16 27 15/16 33 0.95 0.43 Note:See following page for pressure-temperature ratings. 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ww ui ww ui ww ui ww ui uww ui NO SdN NO SdN NO SdN aZl 1018M mun 3 (] 8 tl S + 1 Supnpaa aal 6S£ 3vnE)iA El (paupuels) SZt ssulD i v SDNIJ.11:f a3ad3UH1 NOUI 1Sn3 CAST IRON THREADED FITTINGS ANVIL Class 125 (Standard) FIGURE 359 ---- - -----1----- - -- Tee Reducing f f F C Size A B C D E F Unit Weight Black NPS DN NPS DN NPS DN in mm in mm in mm in mm in mm in mm Ibs k 112 15 13/16 22 13/16 22 11/6 29 1'/16 37 15/16 24 15/8 41 1.00 0.45 1/2 15 1 25 15/16 24 15/16 24 11/6 29 1'/16 40 13/e 35 111/16 43 1.38 0.63 11/4 32 11/8 29 11/8 29 11/6 29 13/4 44 1'/16 40 13/4 44 1.64 0.74 3/4 20 13/16 22 13/16 22 11/8 29 1'/16 37 15/16 24 15/8 41 1.27 0.58 3A 20 1 25 15/16 24 15/16 24 11/8 29 1'/16 40 1'/16 37 111/16 43 1.43 0.65 11/a 32 11/8 29 11/8 29 11/6 29 13/4 44 15/8 41 13/4 44 1.73 0.78 1/2 15 11/16 17 11/16 17 11/8 29 "/16 24 11/4 32 19/16 40 1.27 0.58 3/4 20 13/16 22 13/16 22 11/8 29 1'/16 37 13/8 35 15/8 41 1.36 0.62 11/4 32 1 25 1 25 15/16 24 15/16 24 11/8 29 1'/16 40 19/16 40 111/16 43 1.53 0.69 11/4 32 11/6 29 11/6 29 11/8 29 13/4 44 111/16 43 13/4 44 1.79 0.81 1112 40 11/4 32 11/4 32 13/16 22 08 48 113/16 47 113/16 47 2.07 0.94 2 50 17/16 37 1'/16 37 13/16 22 21/16 52 2 50 1'/e 48 2.66 1.21 1/2 15 11/16 17 11/16 17 11/6 29 15/16 24 15/16 24 1'/16 40 1.47 0.67 3/4 20 13/16 22 13/16 22 11/8 29 1'/16 37 17/16 37 15/6 41 1.57 0.71 11/4 32 1 25 15/16 24 16/16 24 11/6 29 1'/16 40 1'/16 40 111/16 43 1.73 0.78 11/2 40 11/4 32 11/4 32 13/16 22 17/6 48 17/8 48 113/16 47 2.29 1.04 2 50 17/16 37 17/16 37 13/16 22 21/16 52 21/16 52 17/8 48 2.81 1.27 112 15 11/a 32 13/16 22 11/8 29 11/4 32 113/16 47 1'/16 40 17/e 48 1.93 0.88 11/2 40 15/16 24 11/4 32 1'/16 24 115/16 49 111/16 43 115/16 49 2.14 0.97 3A 20 11/2 40 15/16 24 11/4 32 15/16 24 115/16 49 13/4 44 115As 49 2.18 0.99 1/2 15 13/16 22 3/4 19 11/4 32 1'/16 37 15/16 24 117/16 43 1.75 a79 3A 20 7l8 22 13/16 22 11/4 32 11/2 38 13/8 35 13/4 44 1.70 0.77 1 25 1 25 15/16 24 11/4 32 15/s 41 11/2 38 113/16 47 1.72 0.78 1 25 11/4 32 13/16 22 11/8 29 11/4 32 113/16 47 111/16 43 17/8 48 2.08 0.94 11/2 40 75/16 24 11/4 32 15/16 24 115/16 49 113/16 47 11'/16 49 2.29 1.04 2 50 11/2 38 17/16 37 1'/16 24 21/6 54 2 50 2 51 2.91 1.32 1/2 15 13/16 22 11/16 17 11/4 32 1'/16 37 15/16 24 111/16 43 1.67 0.76 11/2 40 3A 20 7l8 22 13/16 22 11/4 32 11/2 38 17/16 37 13/4 44 1.79 0.81 1 25 1 25 15/16 24 11/4 32 15/8 41 19/16 40 113/16 47 1.97 0.89 11/a 32 11/4 32 13/16 22 11/8 29 11/4 32 113/16 47 13/4 44 "/8 48 2.28 1.03 11/2 40 15/16 24 11/4 32 15/16 24 115/16 49 17A 48 115/16 49 2.50 1.13 2 50 11/2 38 17/16 37 15/16 24 21/8 54 21/16 52 2 51 3.07 1.39 1/2 15 13/16 22 13/16 22 11/4 32 17/16 37 17/16 37 111/16 43 1.84 0.83 3/4 20 7l8 22 7/8 22 11/4 32 11/2 38 11/2 38 13/4 44 1.95 0.88 1 25 1 25 1 25 11/4 32 15/6 41 15/8 41 113/16 47 2.13 0.97 11/2 40 1 13 13 1 13 13 7 1 /a 32 /1s 22 /1s 22 1 /a 32 1 /1s 47 1 /1s 47 1 /e 48 2.44 1.11 2 50 11/2 38 11/2 38 15/16 24 21/8 54 21/e 54 2 51 3.23 1.46 21/2 65 113/16 47 113/16 47 15/16 24 27/16 62 2'/16 62 23/16 56 4.15 1.88 Note:See page 6 for pressure-temperature ratings. 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NOW LSV3 CAST IRON THREADED FITTINGS Class 125 (Standard) I--E--:~D FIGURE 359 Tee Reducing f f F _ C lip Size A B C D E F Unit Weight Black NPS DN NPS DN NPS DN in mm in mm in mm in mm in mm in mm Ibs k 31/2 90 3'/2 90 11/2 40 13/8 35 13/8 35 2'/16 62 23/8 60 23/8 60 3'/16 78 8.87 4.02 2 50 15/8 41 15/e 41 27/16 62 25/8 67 25/8 67 33/16 81 9.94 4.51 1 25 4 100 23/4 70 215/16 75 23/4 70 33/4 95 31/2 89 33/4 95 13.52 6.13 11/2 40 4 100 23/4 70 27/8 73 23/4 70 33/4 95 31/2 89 33/4 95 13.47 6.11 2 50 111/16 43 17/8 48 23/4 70 211/16 68 2'/16 65 31/z 89 11.34 5.14 2 50 4 100 23/4 70 23/4 70 23/4 70 33/4 95 31/2 89 33/4 95 13.89 6.30 21/2 65 17/8 48 1t3/16 47 25/8 67 215/16 75 213/16 73 3'/16 90 11.78 5.34 21/2 65 4 100 23/4 70 23/4 70 23/4 70 33/4 95 35/8 92 33/4 95 15.75 7.14 2 50 111/16 43 19/16 40 23/4 70 211/16 68 29/16 65 31/2 89 10.21 4.63 21/2 65 17/8 48 17/8 48 25/8 67 21'/16 75 213/16 73 3'/16 90 11.25 5.10 3 80 3 80 21/4 57 21/8 54 211/16 68 31/4 83 31/8 79 35/8 92 12.50 5.67 4 100 4 100 23/4 70 211/16 68 23/4 70 33/4 95 35/8 92 33/4 95 15.04 6.82 1 25 13/16 22 13/16 22 23/4 70 25/16 59 25/16 59 35/16 84 10.40 4.72 11/4 32 15/16 24 15/16 24 25/8 67 25/16 59 2'/16 59 35/16 84 10.38 4.71 11/2 40 17/16 37 17/16 37 211/16 68 27/16 62 27/16 62 35/16 84 10.75 4.88 2 50 111/16 43 111/16 43 23/4 70 211/16 68 211/16 68 31/2 89 11.63 5.27 4 100 21/2 65 2 51 2 51 25/8 67 215/16 75 215/16 75 3'/16 90 12.85 5.83 3 80 21/4 57 21/4 57 211/16 68 31/4 83 31/4 83 3% 92 14.12 6.40 5 125 33/8 86 33/8 86 213/16 73 43/8 111 43/8 111 4 102 20.88 9.47 6 150 37/8 98 37/8 98 27/8 73 415/16 125 415/16 125 41/16 103 26.36 11.95 2 50 13/4 44 13/4 44 37/16 87 215/16 75 215/16 75 41/8 105 17.43 7.90 5 125 5 125 3 80 25/16 59 25/16 59 31/4 83 31/2 89 31/2 89 41/4 108 20.00 9.07 4 100 213/16 71 213/16 71 33/8 86 4 102 4 102 43/8 111 23.83 10.81 4 4 100 27/8 73 213/16 71 37/8 98 41/16 103 4 102 415/16 125 30.00 13.61 21/2 65 2 51 2 51 313/16 97 31/4 83 31/4 83 43/4 121 25.67 11.64 6 150 3 80 23/8 60 23/8 60 313/16 97 3'/16 90 39/16 90 4t3/16 122 27.46 12.45 6 150 4 100 27/8 73 27/8 73 37/8 98 41/16 103 41/16 103 415/16 125 32.44 14.71 5 125 33/8 86 33/8 86 313/16 97 45/8 117 45/8 117 5 127 37.00 16.78 Note:See page 6 for pressure-temperature ratings. PF-6.13 CAST IRON THREADED FITTINGS (-Ir)ANVIL Class 125 (Standard) FIGURE 367 Concentric Reducer Size A B* Unit Weight Black NPS DN NPS DN in mm in mm Ibs k 3/4 20 '/2 15 5/8 16 1'/16 40 0.40 0.18 1 25 112 (Hex) 15 1'/16 17 1"/16 43 0.54 0.24 3/4(Hex) 20 7/16 11 11h 38 0.63 0.29 1/2 15 9/16 14 15/8 41 0.84 0.38 11/4 32 3/4 20 1 25 2'/8 54 0.90 0.41 1 25 15/16 24 21/8 54 1.07 0.49 1/2 15 1/2 13 15/6 41 1.00 0.45 11/2 40 3/4 20 1h 13 15/8 41 1.20 0.54 1 25 1/2 13 1'A 44 1.50 0.68 11/4 32 1 25 21/4 57 1.45 0.66 1/2 15 5/6 16 2 51 2.00 0.91 3/4 20 'A 19 2 51 1.90 0.86 2 50 1 25 3/4 19 2 51 1.83 0.83 11/4 32 13/16 22 21/8 54 1.78 0.81 11/2 40 7/6 22 23/16 56 1.98 0.90 2'/2 65 11/2 40 3/4 19 2 51 3.10 1.41 2 50 1 25 2'/16 65 2.98 1.35 3A 20 15/16 24 21/2 64 4.31 1.95 3 80 2 50 11/16 27 23/4 70 3.96 1.80 21/2 65 15/16 24 213/16 73 4.40 2.00 2 50 13/16 30 21'/16 75 6.50 2.95 4 100 21/2 65 13/16 30 31/8 79 7.78 3.53 3 80 11/16 27 31/8 79 7.01 3.18 5 125 4 100 11/16 27 35/16 84 10.48 4.75 6 150 4 100 11/8 29 37/16 87 13.83 6.27 5 125 11/8 29 3'/16 90 15.53 704 8 200 6 150 11/4 32 3'/8 98 29.10 13.20 Dimension"B"does not conform to ASME standard. Note:See following page for pressure-temperature ratings. PROJECTr Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-12.14 CAST IRON THREADED FITTINGS ANVIL Class 125 (Standard) ❑ FIGURE 366 Size Across Flats B G Unit Weight Screwed Hex Coupling A Black NIPS DN in MITIin mm in mm Ibs k i Q 1 25 115/is 49 111/16 43 '/16 14 0.82 0.37 1 f +CyI B FIGURE 487 Size Diam.of No.of Unit Weight Flanged Union Gasket Type Flanges Bolts Black Galy. Assembled with gaskets NPS DN in mm - Ibs kq Ibs k 1/2 15 215/16 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 43/16 106 4 4.75 2.15 4.75 2.15 11/2 40 43/8 111 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 55/8 143 4 8.50 3.85 8.50 3.85 i 3 80 63/8 162 4 11.00 4.99 11.00 4.99 31/2 90 67/8 175 4 12.75 5.78 - - 4 100 711/16 195 5 18.00 8.16 18.00 8.16 5 125 815/16 227 5 22.00 9.98 - - 6 150 101/4 260 6 30.00 13.61 30.00 13.61 8 200 1215/16 329 8 51.00 23.13 51.00 23.13 Note:See following page for pressure-temperature ratings. PROJECT INFORMATION Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-6.13 CAST IRON THREADED FITTINGS =� !w! Class 125 (Standard) ❑FIGURE 387 Unit Weight ❑FIGURE 388 Unit Weight Square Head Size Black Galy. Square Head Size Black Galy. Plugs,Cored NPS DN Ibs kq Ibs kg Plugs,Solid NPS ON Ibs kq Ibs k 3/4 20 0.13 0.06 0.13 0.06 '/2 15 0.10 0.05 0.10 0.05 1 25 0.25 0.11 0.25 0.11 3/4 20 0.17 0.08 0.17 0.08 11/4 32 0.39 0.18 0.39 0.18 1 25 0.32 0.15 0.32 0.15 1'/2 40 0.50 0.23 0.50 0.23 11/4 32 0.53 0.24 0.53 0.24 2 50 0.82 0.37 0.82 0.37 Oil 11/2 40 0.76 0.34 0.76 0.34 21/2 65 1.32 0.60 1.32 0.60 2 50 1.23 0.56 1.23 0.56 3 80 1.87 0.85 1.87 0.85 2'/2 65 2.00 0.91 2.00 0.91 31/2 90 2.50 1.13 2.50 1.13 3 80 3.18 1.44 3.18 1.44 4 100 4.00 1.81 4.00 1.81 31/2 90 4.38 1.99 - - ❑FIGURE 389 Size Unit Weight ❑FIGURE 380 Size Unit Weight Bar Plugs, Black Galy. Bar Plugs, Black Cored NPS DN Ibs kg Ibs kg Solid NPS DN Ibs k 4 100 3.82 1.73 3.82 1.73 4 100 5.68 2.58 5 125 6.50 2.95 6.50 2.95 5 125 9.60 4.35 6 150 9.94 4.51 9.94 4.51 8 200 20.26 9.19 20.26 9.19 6 150 14.78 6.70 I All I I I According to specifications,hex bushings and cored plugs should be 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 following page for pressure-temperature ratings. PROJECTrAPPROVAL Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-11.13 CAST IRON THREADED FITTINGS �Z➢ !�!�! Class 125 (Standard) ❑FIGURE 390 Unit Weight ❑FIGURE 381 Unit Weight Countersunk Size Cap Size Plugs Black Galy. Black Galy. NPS DN Ibs k Ibs kg NPS DN Ibs kg Ibs k ID1 25 0.20 0.09 0.20 0.09 2'l2 65 2.55 1.16 - - 11/4 32 0.32 0.15 0.32 0.15 3 80 4.10 1.86 - - 1'/z 40 0.47 0.21 0.47 0.21 2 50 0.84 0.38 0.84 0.38 4 100 6.40 2.90 - - 21/2 65 1.40 0.63 - - 5 125 10.70 4.85 - - 3 80 2.25 1.02 - - 6 150 14.20 6.44 14.20 6.44 3'/2 90 3.02 1.37 - - See Fig. Malleable Iron 8 200 27.23 12.35 27.23 12.35 for otherer available sizes. 4 100 3.76 1.71 - - ❑ FIGURE 370 Size Minimum Dimensions Unit Weight Locknut A B C D Black NPS DN in mm in mm in mm in mm Ibs k 2'h 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 smaller than Th"(65 DN),see Fig.1134 in the Malleable Iron Section. 4 100 5.380 137 5.000 127 .800 20 .130 3 1.10 0.50 According to specifications,hex bushings and cored plugs should be 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 following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-11.13 WILKINS, Model 350ADA a 4�URW company Double Check Detector Assembly SPECIFICATION SUBMITTAL SHEET APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect (with OS&Y gates) (with BGVIC valves) leaks and unauthorized water use. FEATURES STANDARDS COMPLIANCE(HORIZONTAL&VERTICAL) Sizes: ❑ 2 112" ❑ 3"* ❑ 4" ❑ 6" ❑ 8" ❑10" • ASSE®Listed 1048 Maximum working water pressure 175 PSI • AVVWA Compliant C510(with gates only) Maximum working water temperature 140°F • CSA®Certified (4"-8") Hydrostatic test pressure 350 PSI • ULO Classified End connections (Grooved for steel pipe) AWVVA C606 • C-UL®Classified (Flanged) ANSI B16.1 • FMO Approved Class 125 • Approved by the Foundation for Cross Connection *2 112"&3"sizes use 4" body& reducer couplings OPTIONS Control and Hydraulic Research at the University of Southern California (Suffixes can be combined) . NYC MEA 221-04M-2(2 1/2"-8") ❑ - with flanged end OS&Y gate valves(standard) ❑ L - less shut-off valves(grooved body connections) MATERIALS ❑ LM - less water meter Main valve body Ductile Iron ASTM A 536 Grade 4 ❑ - with remote reading meter Access covers Ductile Iron ASTM A 536 Grade 4 ❑ - with gpm meter(standard) Coatings FDA Approved electrostatic epoxy finish ❑ with cu ft/min meter Internals Stainless steel, 300 Series ❑ G - with grooved end OS&Y gate valves NORYL1m, NSF Listed ❑ FG - with flanged inlet gate connection and grooved Fasteners&springs Stainless Steel, 300 Series outlet gate connection Elastomers EPDM (FDA approved) Ll PI with Post Indicator Gate Valves(4"-10") Buna Nitrile (FDA approved) ❑BGVIC with grooved end butterfly valves Polymers NORYLT11 NSF Listed ACCESSORIES ❑ Repair kit(rubber only) 1 ❑ Thermal expansion tank(Model XT) ❑ OS&Y Gate valve tamper switch (OSY-40) E ❑ Test Cock Lock(Model TCL24) MODEL 350ADA o 0 DIMENSIONS &WEIGHTS(do not include pkg.) with OS&Y option oOo WEIGHT °° F MODEL 350ADA W/�/ITHOUT WITH OS&Y WITH OS&Y WITHe c o SIZE GATES GATES(GXF) GATES(GXG) BUTTERFLY q G VALVES(GXG) in, mm lbs. kg lbs. I kg lbs. I kg Ibs. kg 2 112 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124A 56.5 E MODEL 350ADA with 4 100 91 41.3 245 111 219 99,4 123 55.8 BGVIC option O O O 6 150 141 64 377 171 347 158 193 87.6 F 8 200 302 137 778 353.2 754 342.3 410 186 10 250 355 161 1040 472.7 918 416.5 527 239.3 q C MODEL DIMENSION(approximate) 350 ADA A WITH B LESS E E E WITH SIZE A BUTTERFLY GATE C D OPEN OS&Y BUTTERFLY F G VALVES VALVES CLOSED VALVES Attention: in mm in mm in mm in mm in mm in mm OS&Y in I mm in I mm in Irrim in mm in mm Model 350ADA 2112 65 35118 892 321/8 816 201/8 511 4 1/2 114 9 229 163/8 416 137/8 352 8 203 6 152 71/4 184 (grooved body) 3 80 36 1/8 918 33 838 20 1/8 511 4 1/2 114 9 229 18 7/8 479 15 5/8 397 8 203 6 152 71/4 184 and Model 350DA 4 100 38 1/4 972 33 1/4 845 19 7/8 505 4 1/2 114 9 229 22 3/4 578 18 1/4 464 9 1/8 232 6 152 8 203 (flange body) 6 150 47 1/4 1200 40 1/4 1022 25 7/8 657 5 1/2 140 101/2 267 30 1/8 765 23 3/4 603 10 1/8 257 7 178 10 254 have different lay 8 200 62 1575 55 1397 38 112 978 10 254 12 305 37 3/4 959 29 1/4 743 11 15/16 303 8 112 216 11 279 lengths. 10 250 64 5/8 1642 58 1/2 1455 38 1/2 978 10 254 12 305 45 3/4 1162 35 3/8 899 13 5/16 338 81/2 216 12 305 �• •• • Page I of 2 FLOW CHARACTERISTICS MODEL 350ADA 2 1/2",3"&4"(STANDARD&METRIC) FLOW RATES 0/s) 0.0 12.6 25.2 37.9 50.5 N 15 104 i a 1/2"(65mm) 100mM) 0 10 3" 80mm 69 0 W 5 35 0S N y W W d' o O d a 0 200 400 600 800 FLOW RATES(GPM) MODEL 350ADA 6",8"&10" (STANDARD&METRIC) FLOW RATES(1/s) 0.0 63.1 126.2 189.3 252.4 a15 104- 0 10 (150mm) (200mm) 1(r 250mm 69 a J - W � 5 35 N LU � W W d 0 0 0 1000 2000 3000 4000 FLOW RATES(GPM) O Rated Flow(Established by approval agencies) TYPICAL INSTALLATION Capacity thru Schedule 40 Pipe(GPM) Local codes shall govern installation requirements. Unless otherwise specified,the assembly shall be mounted at a mini- Pipe size 5 ft/sec 7.5 ft/sec 10ft/sec 15 ft/sec mum of 12"(305mm)and a maximum of 30"(762mm)above 2 1/2" 75 112 149 224 adequate drains with sufficient side clearance for testing and 3" 115 173 230 346 maintenance.The installation shall be made so that no part of the unit can be submerged. 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 p PROTECTIVE LL ENCLOSURE — W r — 0 i i 12'MIN. 30I"MAX • �,Ni11c.z.-15rs3� ly 111 DIRECTION OF FLOW-i 4 �• t MODEL 350ADABGVIC(VERTICAL INSTALLATION) MODEL 350ADA(OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSEO Listed 1048,and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed),the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The first and second check valves shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zurn company, 1747 Commerce Way,Paso Robles,CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW(1-877-222-5356) • Website: http://www.zurn.com Page 2of2