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Home My WebLink AboutF15-0047_F15-0047 cut sheets_1436548380.pdfFIRE PROTECTION HYDRAULIC CALCULATIONS AND MATERIAL CUT SHEETS FROM: 274 CENTER DRIVE GLENWOOD SPRINGS, CO 81601 (720)219-0574 FOR: BLOCK RESIDENCE 1183 CABIN CIRCLE VAIL, CO 81657 JOB# CH0259 SUBMITTED BY: STEVE ALLEN PROJECT MANAGER JULY 2, 2015 Hydraulic Summary Report Description: GREAT ROOM - MAIN LEVEL - 16 X 16 Job Number: CH0259 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 108.775 98.148 10.6271014.0029.850110.000 105.81Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 105.81 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 97.62gal Residential 0.100gpm/ft² 256.00ft² 1024.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 11.26 between nodes 1 and 2 Maximum Velocity Under Ground 18.87 between nodes 30 and 31 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 1183 Cabin CircleVail CO 81657 Job Site/Building Vail Fire Department1183 Cabin Circle AHJ 0321183 Cabin Circle Job State Certification/License NumberJob Name: STEVE ALLENCH0259 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name CHO259 - 1183 Cabin Circle - DESIGN System Flow Demand 105.81 Remote Area(s) Address 3 7/8/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 5:30:47PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0259 Report Description: GREAT ROOM - MAIN LEVEL - 16 X 16 • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 3'-8¾ 1.287 201 24'-0 25.60 4.3 35.444 6'-0 -0.217 31 24'-6 36.515 9'-8¾ 150 Sprinkler, 3E(2'-0) Pf Pe Pv BL 1.0550 51.42 18.87 0.480557 6'-1¼ 5.821 31 24'-6 25.82 36.515 6'-0 30 24'-6 42.336 12'-1¼ 150 Flow (q) from Route 2 2E(2'-0), T(2'-0) Pf Pe Pv CM 1.2910 52.99 12.99 0.190040 2'-0 0.570 30 24'-6 1.56 42.336 1'-0 16 24'-6 42.906 3'-0 150 Flow (q) from Route 4 cplg(1'-0) Pf Pe Pv FR 1.2910 52.99 12.99 0.190040 12'-0 2.471 16 24'-6 42.906 1'-0 5.202 15 12'-6 50.579 13'-0 150 cplg(1'-0) Pf Pe Pv CM 1.2910 52.99 12.99 0.190040 46'-10¾ 10.052 15 12'-6 50.579 6'-0 14 12'-6 60.630 52'-10¾ 150 3E(2'-0) Pf Pe Pv CM 1.5270 52.99 9.28 0.083899 90'-6¾ 8.102 14 12'-6 60.630 6'-0 4 12'-6 68.732 96'-6¾ 150 T(3'-6), E(2'-6) Pf Pe Pv BL 2.0090 105.81 10.71 0.079296 2'-7¾ 0.883 4 12'-6 52.83 68.732 8'-6 3 12'-6 69.616 11'-1¾ 150 T(5'-0), Flow (q) from Route 3 E(3'-6) Pf Pe Pv FR 2.0090 105.81 10.71 0.079296 12'-6 18.888 3 12'-6 69.616 5'-0 5.419 2 -0'-0 93.923 17'-6 150 cplg(1'-0), 2Tr(1'-0), BFP(-6.500), PRV(-11.000), BV, EE(2'-0) Pf Pe Pv UG 1.9590 105.81 11.26 0.089651 110'-0 9.862 2 -0'-0 93.923 -5.636 1 13'-0 98.148 110'-0 150 Water Supply 105.81 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 25.82 9.48 0.134366 1'-0 0.672 202 24'-0 25.82 4.3 36.060 4'-0 -0.217 31 24'-6 36.515 5'-0 150 Sprinkler, E(2'-0), T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 26.94 9.89 0.145381 21'-1 4.520 203 24'-0 26.94 4.3 39.266 10'-0 -0.217 32 24'-6 43.568 31'-1 150 Sprinkler, 3E(2'-0), 2T(2'-0) Pf Pe Pv CM 1.2910 52.83 12.95 0.188995 27'-2 6.269 32 24'-6 25.88 43.568 6'-0 0.000 20 24'-6 49.837 33'-2 150 Flow (q) from Route 7 3E(2'-0) Pf Pe Pv CM 1.2910 33.25 8.15 0.080250 43'-7¼ 3.499 20 24'-6 49.837 -0.000 17 24'-6 53.336 43'-7¼ 150 Pf Pe Pv CM 1.2910 32.16 7.88 0.075464 61'-3¾ 5.231 17 24'-6 53.336 8'-0 7 24'-6 58.567 69'-3¾ 150 2T(3'-0), E(2'-0) Pf Pe Pv CM 1.2910 52.83 12.95 0.188995 8'-7¾ 2.959 7 24'-6 20.67 58.567 7'-0 -0.000 6 24'-6 61.526 15'-7¾ 150 Flow (q) from Route 5 2T(3'-0), cplg(1'-0) Pf Pe Pv FR 1.5270 52.83 9.25 0.083438 12'-0 1.085 6 24'-6 61.526 1'-0 5.202 5 12'-6 67.813 13'-0 150 cplg(1'-0) Pf Pe Pv CM 1.5270 52.83 9.25 0.083438 7'-6¼ 0.920 5 12'-6 67.813 3'-6 0.000 4 12'-6 68.732 11'-0¼ 150 T(3'-6) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 27.45 10.07 0.150429 8'-0 1.805 204 24'-0 27.45 4.3 40.742 4'-0 -0.217 33 24'-6 42.329 12'-0 150 Sprinkler, E(2'-0), T(2'-0) Pf Pe Pv CM 1.2910 1.56 0.38 0.000281 12'-7¼ 0.006 33 24'-6 42.329 10'-0 30 24'-6 42.336 22'-7¼ 150 2T(3'-0), 2E(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.2910 19.58 4.80 0.030127 16'-0 0.542 21 24'-6 50.680 2'-0 -6.936 22 40'-6 44.286 18'-0 150 E(2'-0) Pf Pe Pv CM 1.2910 19.58 4.80 0.030127 54'-3¼ 2.117 22 40'-6 44.286 16'-0 -0.000 19 40'-6 46.403 70'-3¼ 150 2E(2'-0), 4T(3'-0) © M.E.P.CAD, Inc.7/8/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 5:30:51PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0259 Report Description: GREAT ROOM - MAIN LEVEL - 16 X 16 Pf Pe Pv CM 1.2910 20.67 5.07 0.033295 86'-1 3.865 19 40'-6 1.09 46.403 30'-0 -0.000 9 40'-6 50.268 116'-1 150 Flow (q) from Route 6 12E(2'-0), 2T(3'-0) Pf Pe Pv FR 1.2910 20.67 5.07 0.033295 16'-0 0.633 9 40'-6 50.268 3'-0 6.936 8 24'-6 57.837 19'-0 150 T(3'-0) Pf Pe Pv CM 1.2910 20.67 5.07 0.033295 19'-11¼ 0.730 8 24'-6 57.837 2'-0 0.000 7 24'-6 58.567 21'-11¼ 150 E(2'-0) • • • • • Route 6 • • • • • Pf Pe Pv CM 1.2910 1.09 0.27 0.000143 2'-10 0.001 17 24'-6 53.336 4'-0 18 24'-6 53.337 6'-10 150 T(3'-0) cplg(1'-0) Pf Pe Pv FR 1.2910 1.09 0.27 0.000143 16'-0 0.002 18 24'-6 53.337 -6.936 19 40'-6 46.403 16'-0 150 • • • • • Route 7 • • • • • Pf Pe Pv CM 1.2910 25.88 6.34 0.050493 14'-6½ 1.239 33 24'-6 42.329 10'-0 32 24'-6 43.568 24'-6½ 150 2E(2'-0), 2T(3'-0) • • • • • Route 8 • • • • • Pf Pe Pv CM 1.2910 19.58 4.80 0.030127 17'-11¾ 0.843 20 24'-6 49.837 10'-0 -0.000 21 24'-6 50.680 27'-11¾ 150 T(3'-0) 2T(3'-0), cplg(1'-0) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.7/8/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 5:30:51PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0259 Report Description: GREAT ROOM - MAIN LEVEL - 16 X 16 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc.7/8/2015 Page 6AutoSPRINK® VR11 v11.0.30.0 5:30:51PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: GREAT ROOM - MAIN LEVEL - 16 X 16 Job Number: CH0259 Sprinkler 201 25.60 25.60 4.3 35.444 Sprinkler 202 25.82 25.60 4.3 36.060 Sprinkler 203 26.94 25.60 4.3 39.266 Sprinkler 204 27.45 25.60 4.3 40.742 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/8/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 5:31:08PM Hydraulic Graph Report Description: GREAT ROOM - MAIN LEVEL - 16 X 16 Job Number: CH0259 System Demand (Including Hose Allowance at Source) System Demand 29.850 @ 1014.00 Residual: Pressure 110.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 98.148 @ 105.81 98.148 @ 105.81 Available Pressure at Time of Test 108.775 @ 105.81 © M.E.P.CAD, Inc.7/8/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 5:30:48PM Hydraulic Summary Report Description: BED 2 - UPPER LEVEL - 14 X 14 Job Number: CH0259 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 109.124 96.885 12.2391014.0029.850110.000 88.28Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 88.28 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 97.62gal Residential 0.100gpm/ft² 196.00ft² 784.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 9.40 between nodes 1 and 2 Maximum Velocity Under Ground 22.55 between nodes 11 and 12 Maximum Velocity Above Ground 4.3 K-Factor 19.60 at 20.777 Most Demanding Sprinkler Data System 1183 Cabin CircleVail CO 81657 Job Site/Building Vail Fire Department1183 Cabin Circle AHJ 0321183 Cabin Circle Job State Certification/License NumberJob Name: STEVE ALLENCH0259 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name CHO259 - 1183 Cabin Circle - DESIGN System Flow Demand 88.28 Remote Area(s) Address 3 7/8/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 5:36:06PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0259 Report Description: BED 2 - UPPER LEVEL - 14 X 14 • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 19.60 7.19 0.080687 8'-6 0.847 101 40'-0 19.60 4.3 20.777 2'-0 -0.217 13 40'-6 21.407 10'-6 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 39.50 14.50 0.295001 8'-7 4.889 13 40'-6 19.90 21.407 8'-0 -0.000 12 40'-6 26.296 16'-7 150 Flow (q) from Route 2 4E(2'-0) Pf Pe Pv BL 1.0550 61.43 22.55 0.667824 13'-9½ 13.221 12 40'-6 21.93 26.296 6'-0 0.000 11 40'-6 39.518 19'-9½ 150 Flow (q) from Route 3 2E(2'-0), T(2'-0) Pf Pe Pv CM 1.2910 14.51 3.56 0.017301 1'-4 0.023 11 40'-6 39.518 10 40'-6 39.541 1'-4 150 Pf Pe Pv CM 1.2910 41.35 10.13 0.120127 47'-7¾ 7.404 10 40'-6 26.84 39.541 14'-0 -0.000 9 40'-6 46.945 61'-7¾ 150 Flow (q) from Route 4 2T(3'-0), 4E(2'-0) Pf Pe Pv FR 1.2910 41.35 10.13 0.120127 16'-0 2.282 9 40'-6 46.945 3'-0 6.936 8 24'-6 56.164 19'-0 150 T(3'-0) Pf Pe Pv CM 1.2910 41.35 10.13 0.120127 19'-11¼ 2.634 8 24'-6 56.164 2'-0 0.000 7 24'-6 58.798 21'-11¼ 150 E(2'-0) Pf Pe Pv CM 1.2910 63.25 15.50 0.263689 8'-7¾ 4.128 7 24'-6 21.90 58.798 7'-0 -0.000 6 24'-6 62.926 15'-7¾ 150 Flow (q) from Route 6 2T(3'-0), cplg(1'-0) Pf Pe Pv FR 1.5270 63.25 11.08 0.116414 12'-0 1.513 6 24'-6 62.926 1'-0 5.202 5 12'-6 69.642 13'-0 150 cplg(1'-0) Pf Pe Pv CM 1.5270 63.25 11.08 0.116414 7'-6¼ 1.283 5 12'-6 69.642 3'-6 0.000 4 12'-6 70.925 11'-0¼ 150 T(3'-6) Pf Pe Pv BL 2.0090 88.28 8.93 0.056710 2'-7¾ 0.632 4 12'-6 25.03 70.925 8'-6 3 12'-6 71.557 11'-1¾ 150 T(5'-0), Flow (q) from Route 5 E(3'-6) Pf Pe Pv FR 2.0090 88.28 8.93 0.056710 12'-6 18.492 3 12'-6 71.557 5'-0 5.419 2 -0'-0 95.468 17'-6 150 cplg(1'-0), 2Tr(1'-0), BFP(-6.500), PRV(-11.000), BV, EE(2'-0) Pf Pe Pv UG 1.9590 88.28 9.40 0.064116 110'-0 7.053 2 -0'-0 95.468 -5.636 1 13'-0 96.885 110'-0 150 Water Supply 88.28 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 19.90 7.30 0.082983 0'-6 0.207 102 40'-0 19.90 4.3 21.416 2'-0 -0.217 13 40'-6 21.407 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 21.93 8.05 0.099346 1'-0 0.497 103 40'-0 21.93 4.3 26.016 4'-0 -0.217 12 40'-6 26.296 5'-0 150 Sprinkler, E(2'-0), T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 26.84 9.85 0.144368 1'-5½ 0.788 104 40'-0 26.84 4.3 38.970 4'-0 -0.217 10 40'-6 39.541 5'-5½ 150 Sprinkler, E(2'-0), T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.2910 25.03 6.13 0.047449 12'-0 0.617 16 24'-6 60.573 1'-0 5.202 15 12'-6 66.392 13'-0 150 cplg(1'-0) Pf Pe Pv CM 1.2910 25.03 6.13 0.047449 46'-10¾ 2.510 15 12'-6 66.392 6'-0 14 12'-6 68.902 52'-10¾ 150 3E(2'-0) Pf Pe Pv CM 1.5270 25.03 4.38 0.020948 90'-6¾ 2.023 14 12'-6 68.902 6'-0 4 12'-6 70.925 96'-6¾ 150 T(3'-6), E(2'-6) • • • • • Route 6 • • • • • Pf Pe Pv FR 1.2910 32.06 7.86 0.075023 16'-0 1.275 19 40'-6 46.93 47.579 1'-0 6.936 18 24'-6 55.791 17'-0 150 Flow (q) from Route 9 cplg(1'-0) Pf Pe Pv CM 1.2910 32.06 7.86 0.075023 2'-10 0.438 18 24'-6 55.791 3'-0 17 24'-6 56.229 5'-10 150 T(3'-0) © M.E.P.CAD, Inc.7/8/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 5:34:15PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0259 Report Description: BED 2 - UPPER LEVEL - 14 X 14 Pf Pe Pv CM 1.2910 21.90 5.37 0.037059 61'-3¾ 2.569 17 24'-6 56.229 8'-0 7 24'-6 58.798 69'-3¾ 150 2T(3'-0), E(2'-0) • • • • • Route 7 • • • • • Pf Pe Pv CM 1.2910 14.87 3.64 0.018100 54'-3¼ 1.308 19 40'-6 46.93 47.579 18'-0 22 40'-6 48.887 72'-3¼ 150 T(3'-0), Flow (q) from Route 9 3E(2'-0), 3T(3'-0) Pf Pe Pv FR 1.2910 14.87 3.64 0.018100 16'-0 0.308 22 40'-6 48.887 1'-0 6.936 21 24'-6 56.132 17'-0 150 cplg(1'-0) Pf Pe Pv CM 1.2910 14.87 3.64 0.018100 17'-11¾ 0.488 21 24'-6 56.132 9'-0 0.000 20 24'-6 56.620 26'-11¾ 150 3T(3'-0) Pf Pe Pv CM 1.2910 25.03 6.13 0.047449 56'-3¾ 3.953 20 24'-6 10.16 56.620 27'-0 -0.000 16 24'-6 60.573 83'-3¾ 150 Flow (q) from Route 8 7E(2'-0), 4T(3'-0), cplg(1'-0) • • • • • Route 8 • • • • • Pf Pe Pv CM 1.2910 10.16 2.49 0.008956 43'-7¼ 0.390 17 24'-6 56.229 0.000 20 24'-6 56.620 43'-7¼ 150 • • • • • Route 9 • • • • • Pf Pe Pv CM 1.2910 46.93 11.50 0.151796 37'-1¼ 8.062 11 40'-6 39.518 16'-0 19 40'-6 47.579 53'-1¼ 150 8E(2'-0) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.7/8/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 5:34:15PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0259 Report Description: BED 2 - UPPER LEVEL - 14 X 14 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc.7/8/2015 Page 6AutoSPRINK® VR11 v11.0.30.0 5:34:15PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: BED 2 - UPPER LEVEL - 14 X 14 Job Number: CH0259 Sprinkler 101 19.60 19.60 4.3 20.777 Sprinkler 102 19.90 19.60 4.3 21.416 Sprinkler 103 21.93 19.60 4.3 26.016 Sprinkler 104 26.84 19.60 4.3 38.970 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/8/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 5:34:13PM Hydraulic Graph Report Description: BED 2 - UPPER LEVEL - 14 X 14 Job Number: CH0259 System Demand (Including Hose Allowance at Source) System Demand 29.850 @ 1014.00 Residual: Pressure 110.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 96.885 @ 88.28 96.885 @ 88.28 Available Pressure at Time of Test 109.124 @ 88.28 © M.E.P.CAD, Inc.7/8/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 5:34:12PM The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Bulletin 035 Rev. IBulletin 035 Rev. I Guidelines for Listed Residential Sprinkler installations below Sloped Ceilings Residential Sprinkler For Sloped Ceilings The installation guidelines cover Residential Sprinkler Models: F1 Res 49 Pendent F1 Res 49 Recessed Pendent/F2 F1 Res 58 Pendent F1 Res 58 Recessed Pendent/F2 F1 Res 44 HSW F1 Res 44 Recessed HSW/F2 F1 Res 49 CCP F1 Res 58 CCP RFC 43 Flat Concealed RFC 49 Flat Concealed Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258-93-E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to Model F1 Res 49 & 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 HSW Sprinklers Other Patents Pending Product Description for F1 Res Sprinklers Model F1 Res Pendent sprinklers are fast response sprin- klers combining excellent durability, high sensitivity glass- bulb and low profile decorative design. The F1 Res Hori- zontal Sidewall sprinklers are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K Factor of 4.9 & 5.8 for pendent and 4.4 for horizontal sidewall, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protec- tion application needs of the latest residential market stan- dards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler’s heat-sensitive glass-bulb to shat- ter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. * Effective date July 12, 2002 F1 Res 49 & 58 Pendent F1 Res 49 & 58 Recessed Pendent / F2 F1 Res 44 Recessed HSW/F2 F1 Res 44 HSW F1 Res 49 & 58 CCP Pendent RFC 43 & RFC 49 RFC 43 & RFC 49 2. Product Description for RFC 43 & RFC 49 Model RFC43 & RFC49 Concealed Residential Sprin- klers are fast response residential fusible solder link au- tomatic sprinklers. Residential sprinklers differ from stan- dard sprinklers primarily in their response time and water distribution patterns. Model RFC43 & RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Resi- dential distribution patterns are higher and generally con- tain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has dem- onstrated, in fire testing, an ability for controlling residen- tial fires, and thereby providing significant evacuation time for occupants. The RFC43 & RFC49 Sprinkler provides the best form of fire protection by combining an attractive appearance and ½” (13mm) of cover adjustment for ease of installa- tion. The small diameter cover plate is easily and posi- tively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 & RFC49 are UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC43 & RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assem- bly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Technical Data (F1 Res Sprinklers): • Thermal Sensor : Nominal 3mm glass-bulb • Sprinkler Frame : Brass Casting • Sprinkler Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size : ½” NPT (R½) • K Factor : 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler 5.8 (Actual) - F1 Res 58 Pendent Sprinkler • Density : Minimum .05 gpm/ft2 Technical Data (RFC 43 & RFC 49): • Thermal Sensor : 165°F Fusible Link • Sprinkler Frame : Brass Machined • Sprinkler Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size : ½” NPT (R½) • K Factor : 4.3 (Actual) RFC43; 4.9 (Actual) RFC49 • Density : Minimum .05 gpm/ft2 Application Model F1 Res and RFC 43 & RFC 49 Sprinklers are used for Residential Fire Protection according to UL 1626 Stan- dard*. Be sure that orifice size, temperature rating, deflec- tor style, cover plate and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving Authority Having Jurisdiction. * Effective date July 12, 2002 3. Model F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 & F1 Res 49 CCP Pendent, Model F1 Res 58 Pendent & F1 Res 58 Recessed Pendent/F2 & F1 Res 58 CCP Pendent, RFC 43 & RFC 49 Pendent Flat Concealed Sprinklers installed below Sloped Ceilings. Note: F1 Res 49 CCP Pendent, RFC 43 and RFC 49 sprinklers are not suitable for installation in ceilings which have positive pressure in the space above. F1 Res 49 & 58 Pendent F1 Res 49 & 58 Recessed Pendent / F2 F1 Res 49 & 58 CCP Pendent RFC 43 & RFC 49 RFC 43 & RFC 49 4. 5. Sprinkler spacing below multiple sloped ceilings with a maximum slope of 8/12 (33.7°) pitch. 6. Model F1Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 installed below Sloped Ceiling. Technical Data Thread Size Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Sprinkler Length Escutcheon Sprinkler Identiﬁ cation Number (SIN) ½” NPT (R½) 175 (12) 100 (38) 4.9 (69,94) 2.25” (57mm) F2 (1/2“ Adjustment)R3516 Table 1 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (33.7°) Pitch Max. Slope of 4/12 (18.4°) Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Sprinkler Temp. Rating °F (°C) 155 (68) & 175 (79) 155°F (68°C) 175°F (79°C) 155°F (68°C) 175°F (79°C) Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 13 (49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13 (49) 7.0 (0,48) 14 x 14 (4,3 x 4,3) 13 (49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 13 (49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13 (49) 7.0 (0,48) 18 x 18 (5,5 x 5,5) 17 (64,3) 18 (68,2) 12.0 (0,83) 13.5 (0,93) 18 (68,3) 13.5 (0,93) 20 x 20 (6,1 x 6,1) 20 (75,7) 21 (79,5) 16.7.(1,15) 18.4 (1,28) 20 (75,7) 16.7 (1,15) Model F1Res 49 CCP Pendent installed below Sloped Ceiling. Technical Data Thread Size Sprinkler Temp. Rating °F (°C) CCP Assy. Temp. Rating °F (°C) Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Sprinkler Length Sprinkler Identiﬁ cation Number (SIN) ½” NPT (R½) 155 (68) 135 (57) 175 (12) 100 (38) 4.9 (69,94) 2.25” (57mm) R3516 Table 2 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (33.7°) Pitch Max. Slope of 4/12 (18.4°) Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 14 (53) 8.2 (0,57) 13 (49) 7.0 (0,48) 14 x 14 (4,3 x 4,3) 14 (53) 8.2 (0,57) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 14 (53) 8.2 (0,57) 14 (53) 8.2 (0,56) 18 x 18 (5,5 x 5,5) 23 (87) 22 (1,52) 20 (75,7) 17 (1,17) 20 x 20 (6,1 x 6,1) 23 (87) 22 (1,52) 21 (75,7) 17 (1,17) Model F1Res 58 Pendent & F1 Res 58 Recessed Pendent/F2 installed below Sloped Ceiling. Technical Data Thread Size Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Sprinkler Length Escutcheon Sprinkler Identiﬁ ca- tion Number (SIN) ½” NPT (R½) 175 (12) 100 (38) 5.8 (83,38) 2.25” (57mm) F2 (1/2“ Adjustment)R3513 Table 3 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (33.7°) Pitch Max. Slope of 4/12 (18.4°) Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 155°F (68°C) 175°F (79°C) 155°F (68°C) 175°F (79°C) 155°F (68°C) 155°F (68°C) 12 x 12 (3,6 x 3,6) 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 20 (75,7) 12 (0,83) 14 x 14 (4,3 x 4,3) 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 20 (75,7) 12 (0,83) 16 x 16 (4,9 x 4,9) 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 20 (75,7) 12 (0,83) 18 x 18 (5,5 x 5,5) 23 (87) -- 15.7 (1,1) -- 20 (75,7) 12 (0,83) 20 x 20 (6,1 x 6,1) 23 (87) -- 15.7 (1,1) -- 20 (75,7) 12 (0,83) 7. Model F1Res 58 CCP Pendent Installed below sloped Ceiling. Technical Data Thread Size Sprinkler Temp. Rating °F (°C) CCP Assy. Temp. Rating °F (°C) Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Sprinkler Length Sprinkler Identiﬁ cation Number (SIN) ½” NPT (R½) 155 (68) 135 (57) 175 (12) 100 (38) 5.8 (83,38) 2.25” (57mm) R3513 Table 4 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 4/12 (18.4°) Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 18 x 18 (5,5 x 5,5) 20 (75.7) 12 (0,83)20 x 20 (6,1 x 6,1) 20 (75.7) 12 (0,83) Model RFC43 Pendent Flat Concealed installed below Sloped Ceiling. Technical Data Thread Size Sprinkler Temp. Rating °F (°C) Coverplate Temp. Rating °F (°C) Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Max. Adjustment Sprinkler Identiﬁ cation Number (SIN) ½” NPT (R½) 165 (74) 135 (57) 175 (12) 100 (38) 4.3 (61,4) ½” (13mm) RA0612 Table 5 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (33.7°) Pitch Max. Slope of 4/12 (18.4°) Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 18 (68) 17.5 (1,21) 13 (49) 9.1 (0,63)14 x 14 (4,3 x 4,3) 18 (68) 17.5 (1,21) 13 (49) 9.1 (0,63) 16 x 16 (4,9 x 4,9) 18 (68) 17.5 (1,21) 13 (49) 9.1 (0,63) 18 x 18 (5,5 x 5,5) 24 (91) 31 (2,14) 18 (68) 17.5 (1,21) 20 x 20 (6,1 x 6,1) 24 (91) 31 (2,14) 21 (79) 23.8 (1,64) Model RFC 49 Pendent Flat Concealed installed below Sloped Ceiling. Technical Data Thread Size Sprinkler Temp. Rating °F (°C) Coverplate Temp. Rating °F (°C) Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Max. Adjustment Sprinkler Identiﬁ cation Number (SIN) ½” NPT (R½) 165 (74) 135 (57) 175 (12) 100 (38) 4.9 (69,94) ½” (13mm) RA0616 Table 6 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (33.7°) Pitch Max. Slope of 4/12 (18.4°) Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 16 x 16 (4,9 x 4,9) 28 (106) 32.6 (2,2) 18 (68) 13.5 (0.93) 18 x 18 (5,5 x 5,5) 29 (109.8) 35.0 (2,4) 18 (68) 13.5 (0,93) 20 x 20 (6,1 x 6,1) 30 (113.6) 35.4 (2,6) 23 (87) 22 (1,52) Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Jurisdiction regarding the number of design sprin- klers for sloped ceilings having a pitch greater than (9.4°). 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4°) or 8/12 (33.7°). 3. Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. 4. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 5. For coverage areas less than the listed coverage area shown in Tables 1 through 5, use the minimum flow requirement for the next largest listed coverage area. 6. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4” (102 mm). 7. Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1m) vertically down from the peak. Align deflectors parallel with the ceiling slope 1” to 4” (25mm to 102mm) below the sloped ceiling. 8. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. 8. 9. Model F1Res 44 and F1 Res 44 HSW/F2 installed below Sloped Ceiling. F1 Res 44 HSW F1 Res 44 Recessed HSW/F2 Horizontal Sidewall Sprinkler (with discharge directed down the slope)Horizontal Sidewall Sprinkler (with discharge directed across the slope) b. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. c. For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: (1) In accordance with the minimum flow rates in- dicated by the individual listings (that already will provide a minimum density of 0.1 gpm/ ft2); or (2) A calculated value based on delivering a min- imum of 0.1 gpm/ft2 over the design area. 9. Because of the varied nature of residential construc- tion features, there will be some compartment designs which cannot be fully sprinklered in accordance with NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (33.7°). 10. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulner- able to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTEC- TORS. HSW Sprinkler spacing below multiple sloped ceilings with a maximum slope of 8/12 (33.7°) pitch. 10. HSW sprinkler spacing below single sloped ceilings with a maximum slope of 8/12 (33.7°) pitch. Table 8 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (33.7°) Pitch Discharge Directed Down the Slope 4” to 6” Deﬂ ector to Ceiling Discharge Directed Down the Slope 6” to 12” Deﬂ ector to Ceiling (2)(3)Discharge Directed Across the Slope 4” to 12” Deﬂ ector to Ceiling(1) Min. Flow gpm (Lpm) Pressure psi (bar) (1) Min. Flow gpm (Lpm) Pressure psi (bar) (1) Min. Flow gpm (Lpm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 12 (45,4) 7.5 (0,52) 14 (53,0) 10.2 (0,71) 16 (60,6) 13.3 (0,92)14 x 14 (4,3 x 4,3) 14 (53,0) 10.2 (0,71) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16 (60,6) 13.3 (0,92) 17 (64,4) 15 (1,04) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 18 (68,1) 16.8 (1,16) 20 (75,6) 20.7 (1,43) -- --16 x 20 (4,9 x 6,1) 23 (72,0) 27.4 (1,89) 23 (87,1) 27,4 (1,89) -- -- (1) Minimum flow per sprinkler gpm (Lpm). (2) Minimum 3 head design in a compartment. (3) 155°F only. 11. Model F1RES 44 HSW & F1RES 44 HSW Recessed HSW/F2 installed below Sloped Ceiling. Technical Data Thread Size Sprinkler Temp. Rating °F (°C) Max. Pressure psi (bar) Max. Ambient Temp. °F (°C) Actual K Factor (metric) Sprinkler Lenght Escutcheon Sprinkler Identiﬁ cation Number (SIN) ½” NPT (R½)155 (68) 175 (79)175 (12) 100 (38) 4.4 (62,8) 2.45” (62mm) F2 (½” Adjustment)R3531 Table 7 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 4/12 (18.4°) Pitch Discharge Directed Across the Slope 4” to 6” Deﬂ ector to Ceiling Discharge Directed Across the Slope 6” to 12” Deﬂ ector to Ceiling Min. Flow gpm (Lpm) Pressure psi (bar) Min. Flow gpm (Lpm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 16 (60,5) 13.3 (0,92) 17 (64,3) 15 (1,04) 14 x 14 (4,3 x 4,3) 16 (60,5) 13.3 (0,92) 17 (64,3) 15 (1,04) 16 x 16 (4,9 x 4,9) 16 (60,5) 13.3 (0,92) 17 (64,3) 15 (1,04) 16 x 18 (4,9 x 5,5) 18 (68,1) 16.8 (1,16) 20 (75,6) 20.7 (1,43) 16 x 20 (4,9 x 6,1) 23 (68,1) 27.4 (1,89) 23 (68,1) 27,4 (1,89) Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Ju- risdiction regarding the number of design sprinklers for sloped ceilings having pitch greater than (9.4°). 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of flat, smooth ceil- ings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4°) or 8/12 (33.7°). 3. Where listed, install horizontal sidewall sprinklers along the wall below the sloped ceiling when dis- charge is directed across the slope, and install at the peak below the sloped ceiling when discharge is directed down the slope. Always align the sprinkler deflector parallel with the direction of the sloped ceil- ing. 4. Residential HSW sprinklers located closed to the peak of the ceiling shall have the deflectors locat- ed not more than 3 ft. (1m) vertically down from the peak. 5. Spacing of residential HSW sprinklers under sloped ceilings is measured along the slope when determin- ing the distance off of walls and between sprinklers. 6. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 7. For coverage areas less than the listed coverage area shown in Tables 1 through 6, use the minimum flow requirement for next largest listed coverage area. 8. Minimum spacing between horizontal sidewall sprin- klers is 8 ft. (2.4 m). Minimum distance from a hori- zontal sidewall sprinkler and an adjacent wall is 4” (102 mm). 9. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. b. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. c. For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: (1) In accordance with the minimum flow rates in- dicated by the individual listings (that already will provide a minimum density of 0.1 gpm/ ft2); or (2) A calculated value based on delivering a minimum of 0.1 gpm/ft2 over the design area. 10. Because of the varied nature of residential construc- tion features, there will be some compartment designs which cannot be fully sprinklered in accordance with Fig. 7 12. NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (33.7°). 11. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulner- able to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTEC- TORS. Model F1 Res 49 Pendent, F1 Recessed Pendent/F2, F1Res 49 Concealed (CCP), RFC 49 and RFC 43 installed below sloped ceiling with a maximum slope of 8/12 (33.7°) pitch. Table 9 - Application Model K - Factor (metric) Max. Spacing Ft. x Ft (m x m) Min. Flow/Pressure gpm (lpm) / psi (bar) Sprinkler Temperature Rating °F (°C) Coverplate Temperature Rated°F (°C) F1 Res 49Pendent 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7.0(0,48) 155 (68) -- F1 Res 49 Reccesed Pendent/F2 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7.0(0,48) 155 (68) -- F1 Res 49CCP Pendent 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7.0(0,48) 155 (68) 135 (57) RFC49Pendent 4.9 (69,94) 10 x 10 (3 x 3) 14(53) / 8.2(0,57) 165 (74) 135 (57) RFC43Pendent 4.3 (61,4) 10 x 10 (3 x 3) 18(68) / 17.5(1,21) 165 (74) 135 (57) 13.  Fig. 8 8. Hydraulic Requirements: a. For UL1626A, the number of design sprinklers shall include up to a maximum of two sprinklers that requires the greatest hydraulic demand. 9. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulner- able to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTEC- TORS. 10. A maximum distance from the floor to the ceiling peak of 24 ft. 11. A maximum of two sprinklers installed within 3 ft. ver- tically of the peak. 12. Installation is for smooth, flat ceilings only that do not extend into or serve as a ceiling for an upper level floor in the structure. Installation Guidelines per UL1626A 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Ju- risdiction regarding the number of design sprinklers for sloped ceilings having pitch greater than (9.4°). 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 8/12 (33.7°). 3. Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. 4. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 5. For coverage areas less than the listed coverage area shown in Tables 8, use the minimum flow re- quirement listed. 6. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4” (102 mm). 7. Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1 m) vertically down from the peak. Align deflectors parallel with the ceiling slope 1” to 4” (25mm to 102mm) below the slope ceiling. The Reliable Automatic Sprinkler Co., Inc.(800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Manufactured by Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 12/12 P/N 9999970245 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 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. General Description The TYCO RAPID RESPONSE Series LFII Residential Flush Pendent Sprinklers (TY2284) are decorative, fast response, fusible solder sprinklers designed for use in residential occu-pancies such as homes, apart-ments, dormitories, and hotels. When aesthetics is the major consideration, the Series LFII Residential Sprinklers (TY2284) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprinkler systems for one- and two-family dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The flush design of the Series LFII Residential Sprinklers features a separable escutcheon providing 3/8 inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensitivity and water distribution characteristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System ApplicationThe Series LFII Residential Flush Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora-tory approved for wet systems only. Through extensive testing and as refer-enced in U.S. Patent 7,712,543, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Sprinklers (TY2284) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is customary for density/area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residential Sprinklers (TY2284) offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. Non-water filled pipe will permit options for areas sensitive to freezing. NOTICE The Series LFII Residential Flush Pendent Sprinklers (TY2284) described herein must be installed and maintained in compliance with this document and the applicable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main-taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY2284 Page 1 of 8 AUGUST 2012 TFP420 RAPID RESPONSE Series LFII Residential Sprinklers 4.2 K-factor Flush Pendent Wet Pipe and Dry Pipe Systems IMPORTANT Always refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Worldwide Contacts www.tyco-fire.com 1A 1B 1C SPRINKLER AREA WRENCHING TOLERANCECEILING LEVEL LIMIT FITTING FACE OF SPRINKLER PROTECTIVE CAP (23,0±4,8 mm) 29/32±3/16" MOUNTING SURFACE 3/32" (2,4 mm) TYP. 2-15/16" (75 mm) DIA. IN OPERATEDPOSITION DEFLECTOR 29/32±3/16" (23,0±4,8 mm) 2" (50 mm) DIA. DO NOT OVER-TIGHTEN COLLECTOR HEAT (57,2 mm) 2-1/4" NOMINAL MAKE-IN 7/16" (11,1 mm) 1/2" NPT 15/16" (23,6 mm) 9/16" (14,2 mm) FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL FLUSH PENDENT SPRINKLER (TY2284) DRIVE 3/8" SOCKET ACCEPTS WRENCH RECESS WRENCH COMBINATIONWRENCH & SOCKET#4948 #4947SOCKET FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION FIGURE 3 PROTECTIVE CAP REMOVAL TOOL TFP420Page 2 of 8 Technical Data ApprovalsUL Listed for use with wet pipe and dry pipe systems C-UL Listed for use only with wet pipe systems For details on approvals, refer to the Design Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K= 4.2 GPM/psi1/2 (60,5 LPM/bar1/2) Temperature Rating 162°F (72°C) Vertical Adjustment 3/8 inch (9,5 mm) Finishes WhiteChromeBlackAntique Brass Physical CharacteristicsBody................Copper Alloy Deflector.................Copper Valve Cap ............Copper Alloy Orifice Seal. . . . . . . . . . . . . . . . .PTFE Heat Collectors . . . . . . . . . . . Copper Operation The sprinkler assembly contains a small fusible solder element. When exposed to sufficient heat from a fire, the solder melts and enables the internal compo-nents of the sprinkler to fall away. At this point the sprinkler activates with the deflector dropping into its operated position (Figure 1C), permitting water to flow. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Flush Pendent Sprinklers (TY2284) are UL and C-UL Listed for installation in accordance with this section: Residential Sprinkler Design GuideWhen conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer’s recommendations that may be accept-able to any local authority having jurisdiction. System TypesPer the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Hydraulic Design (NFPA 13D and 13R)For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rate are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of “design sprinklers” as specified in NFPA 13D or NFPA 13R. The number of “design sprinklers” specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13)For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A and B as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the “design area” comprised of the four most hydrau-lically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. The number of “design sprinklers” specified in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water DeliveryWhen using the Series LFII Residential Pendent Sprinklers (TY2284) in dry pipe sprinkler systems, the time for water delivery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water DistributionSprinklers are to be located in accor-dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational SensitivityThe sprinklers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler SpacingThe minimum spacing between sprin-klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Precautionary Warnings for Corrosive EnvironmentsThe Series LFII Residential Flush Sprinkler (TY2284) must be installed in a non-corrosive environment. The improper use of corrosive agents such as flux, or other products that contain chloride ions, whether applied internally or externally to the sprinkler system, may result in corrosion of the sprinkler heads, or stress corrosion cracking, which in turn may cause the sprinkler heads to develop leaks, operate unex-pectedly or improperly. Accordingly, it is essential that the Series LFII Residential Flush Sprinkler (TY2284) be installed only by expe-rienced fire sprinkler engineers, who comply fully with NFPA 13, 13D, 13R and 25, ASTM B 813, ASTM B 828 and Copper Development Association (CDA). Copper Sprinkler System PipingAny time copper piping is used in any part of a fire sprinkler system, the copper piping must be installed in conformance with all applicable standards and requirements for copper piping, including: NFPA 13, 13D, 13R and 25, ASTM B 813, ASTM B 828, and Copper Development Association (CDA). Any soldering in any part of a sprinkler system, either internally or externally, must be done with use of only an ASTM B 813 approved flux. Residual flux must be thoroughly removed from both the interior and exterior surfaces of the piping before installing the sprinkler heads. The use of improper flux, or the failure to thor-oughly remove proper flux, may result in corrosion of the sprinkler heads or stress corrosion cracking, which in turn may cause the sprinkler heads to develop leaks, operate unexpectedly or improperly. TFP420 Page 3 of 8 Maximum Coverage Area (a) Ft. x Ft. (m x m) Maximum SpacingFt. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure (b) For Horizontal Ceiling (c, d, e) (Maximum 2 Inch Rise for 12 Inch Run) For Sloped Ceiling (c, d, e) (Maximum 8 Inch Rise for 12 Inch Run) For Sloped Ceiling (c, d, e) (Maximum 8 Inch Rise for 12 Inch Run) 3 Sprinkler Design When There are More Than 2 Sprinklers in a Compartment 162°F (72°C)162°F (72°C)162°F (72°C) 12 x 12 (3,7 x 3,7)12 (3,7)13 GPM (49,2 LPM) 9.6 psi (0,66 bar)17 GPM (64,3 LPM) 16.4 psi (1,13 bar)14 GPM (53,0 LPM) 11.1 psi (0,77 bar) 14 x 14 (4,3 x 4,3)14 (4,3)13 GPM (49,2 LPM) 9.6 psi (0,66 bar)17 GPM (64,3 LPM) 16.4 psi (1,13 bar)14 GPM (53,0 LPM) 11.1 psi (0,77 bar) 16 x 16 (4,9 x 4,9)16 (4,9)14 GPM (53,0 LPM) 11.1 psi (0,77 bar)17 GPM (64,3 LPM) 16.4 psi (1,13 bar)14 GPM (53,0 LPM) 11.1 psi (0,77 bar) 18 x 18 (5,5 x 5,5)18 (5,5)18 GPM (68,1 LPM) 18.4 psi (1,27 bar)22 GPM (83,3 LPM) 27.4 psi (1,89 bar)18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 20 x 20 (6,1 x 6,1)20 (6,1)22 GPM (83,3 LPM) 27.4 psi (1,89 bar)22 GPM (83,3 LPM) 27.4 psi (1,89 bar)N/A (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13D 2010 applications, Horizontal Ceiling criteria shall be used for certain sloped ceiling configurations up to 8:12 pitch. Refer to TIA 1028R for allowed sloped ceiling limitations when using horizontal ceiling criteria. (d) For NFPA 13R applications, Horizontal Ceiling criteria may be used for sloped ceiling configurations up to 8:12 pitch when acceptable to the local authority having jurisdiction. (e) For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A SERIES LFII RESIDENTIAL 4.2 K-FACTOR FLUSH PENDENT SPRINKLERS (TY2284) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS Maximum Coverage Area (a) Ft. x Ft. (m x m) Maximum SpacingFt. (m) DRY PIPE SYSTEM Minimum Flow and Residual Pressure (b) For Horizontal Ceiling (Maximum 2 Inch Rise for 12 Inch Run) 162°F (72°C) 12 x 12(3,7 x 3,7)12(3,7)13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 14 x 14(4,3 x 4,3)14(4,3)13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 16 x 16(4,9 x 4,9)16(4,9)13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 18 x 18(5,5 x 5,5)18(5,5)17 GPM (64,4 LPM) 16.4 psi (1,13 bar) 20 x 20(6,1 x 6,1)20(6,1)20 GPM (75,7 LPM) 22.7 psi (1,56 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. TABLE B SERIES LFII RESIDENTIAL 4.2 K-FACTOR FLUSH PENDENT SPRINKLERS (TY2284) NFPA 13D HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEMS TFP420Page 4 of 8 Beam Ceiling Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Flush Pendent Sprinklers (TY2284) are UL and C-UL Listed for installation in only wet pipe systems for residential occupancies with horizontal ceilings (that is, slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accor-dance with this section: General InformationThe basic concept of this protection scheme is to locate the sprinklers on the underside of the beams, refer to Figure 4, (not in the beam pockets); to identify the main beams that princi-pally run in one direction as “primary beams”; and, to identify the beams that run principally perpendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protection), as “secondary beams”. Primary and Secondary Beam TypesSolid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam PositioningDirectly attached to the underside of a combustible or non-combustible smooth ceiling at any elevation. Primary Beam Cross-SectionMaximum depth of 14 inches and the maximum width is unlimited. The cross- sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross-SectionMaximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam SpacingThe primary beams (Figure 5A) are to be 3 ft. - 4 in. to 6 ft. from the compart-ment wall to center of the nearest beam and from center to center between beams. Secondary Beam SpacingThe secondary beams principally run perpendicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Figure 5B). When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft.-4 in. from the compartment wall to center of the nearest beam and from center to center between beams (Figure 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Figure 5C). LintelsLintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler TypesSeries LFII Residential Flush Pendent Sprinklers (TY2284), 162°F (72°C). Sprinkler Coverage Area and Hydraulic DesignThe sprinkler coverage areas and hydraulic design criteria as presented in the Table A for “Horizontal Ceilings” are to be applied. Sprinkler PositionThe bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Figure 4A). The vertical centerline of the Series LFII Flush Pendent Sprinklers (TY2284) is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Figure 4B). NOTICE Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII Residential Flush Pendent Sprinklers (TY2284) allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit ArrangementsA soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the soffit area (Figure 6). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for resi-dential sprinklers. When soffits are present, the previously provided 3 ft.-4 in. to 6 ft. “compart-ment wall to adjacent beam” distance for the primary and secondary beams is to be measured from the face of the soffit as opposed to the compartment wall. Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compart-ment wall. FLUSH POSITIONTY2284 ONE-HALF BEAMWIDTH PLUS2" (50,8 mm) MAXIMUM TY2284 23/32" (18,3 mm) MIN. 1-3/32" (27,8 mm) MAX. 1-3/32" (27,8 mm) MAX. 23/32" (18,3 mm) MIN. 4A 4B FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS WET PIPE SYSTEMS ONLY (Refer to the “Beam Ceiling Design Criteria” section.) TFP420 Page 5 of 8 FIGURE 5 BEAM ARRANGEMENTS WET PIPE SYSTEMS ONLY (Refer to the “Beam Ceiling Design Criteria” section.) A AA PRIMARY BEAM SPANS UP TO 20'-0" (6,1 m) PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) COMBINATIONS OF PRIMARY AND SECONDARY BEAMS B B C C FOR SECONDARY BEAMS THAT ARE TO BE EQUAL INDEPTH TO PRIMARY BEAMSAND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED20'-0" (6,1 m) SECONDARY BEAMS HAVINGDEPTHS GREATER THAN 25% OF PRIMARY BEAMS B = 20'-0" (6,1 m) MAXIMUM C = 3'-4" (1,0 m) MINIMUM FOR or A = 3'-4" to 6'-0" (1,0 to 1,8 m)FOR PRIMARY BEAMS HAV- DEPTH ING A 14" (356 mm) MAXIMUM ONDARY BEAMS HAVING DEPTHS UP TO 25% OFPRIMARY BEAMS C = ANY DISTANCE FOR SEC- A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- DEPTHING A 14" (356 mm) MAXIMUM A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- DEPTHING A 14" (356 mm) MAXIMUM MAXIMUM 14" (356 mm) 20'-0" (6,1 m) MAXIMUM REFER TO FOR SPANSFIGURE 5B 20'-0" (6,1 m) EXCEEDING PRIMARY BEAM DISTANCES ARE COMPARTMENT TO CENTERLINES OF BEAMS WALL FACES AND MEASURED TO SECONDARYBEAM ALL FIGURES: COMPARTMENT WALLS PRIMARYBEAM COMPARTMENTWALLS SECONDARYBEAM PRIMARY BEAM COMPARTMENT WALLS A AA A AA FIGURE 5A FIGURE 5B FIGURE 5C * * TFP420Page 6 of 8 Installation The TYCO RAPID RESPONSE Series LFII Residential Flush Pendent Sprinklers (TY2284) must be installed in accordance with this section: General InstructionsThe Protective Cap is to remain on the sprinkler during installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the sprinkler by under- or over-tightening the Sprinkler/Support Cup Assembly. Re- adjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected before installation. Do not use any sprinkler that exhibits any deformations or cracks, including cracks on the protective cap. Step 1. The sprinkler must be installed only in the pendent position and with the sprinkler waterway centerline perpendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 4. Tighten the sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Figure 2). The wrench recess of the socket is to be applied to the sprinkler wrenching area (Figure 1A). Step 5. Use the “ceiling level tolerance limit” indicator on the Protective Cap to check for proper installation height. Relocate the sprinkler fitting as necessary. If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been completed with the 2 inch (50 mm diameter clearance hole, use the Protective Cap Removal Tool (Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutcheon such that it lifts a ceiling panel out of its normal position. If the Escutcheon cannot be engaged with the sprinkler, or the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. SOFFITFACE OF COMPARTMENTWALLS SECONDARY BEAM PRIMARY BEAM IN FIGURES 5A, 5B & 5C,EXCEPT MEASUREMENTS ARE TAKEN FROM FACESOF SOFFITS INSTEAD OFFROM COMPARTMENTWALL SURFACES USE DISTANCES SHOWN * * * FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS WET PIPE SYSTEMS ONLY (Refer to the “Beam Ceiling Design Criteria” section.) TFP420 Page 7 of 8 Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Flush Pendent Sprinklers (TY2284) must be main-tained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin-klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non-operation in the event of a fire or inad-vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or overheated sprinklers must be replaced. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in spection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protec tion Association (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler AssemblySpecify: Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, P/N (specify). Chrome Plated . . . . . . . . . . . . . . P/N 51-123-9-162 Signal White (a) (RAL9003) . . . . . . . . . . . . . . . . P/N 51-123-4-162 Black . . . . . . . . . . . . . . . . . . . . . . P/N 51-123-6-162 Antique Brass . . . . . . . . . . . . . . . P/N 51-123-1-162 (a) Previously known as Bright White. EscutcheonSpecify: Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome ...................P/N 56-123-9-001 Signal White (a) (RAL9003) ...............P/N 56-123-4-001 Black .....................P/N 56-123-6-001 Antique Brass .............. P/N 56-123-1-001 AccessoriesSpecify: Wrench and Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-948. Specify: Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-947. Specify: Protective Cap Removal Tool for Series LFII Residential Flush Pendent Sprinkler (TY2284), P/N 56-000-4-300. TFP420Page 8 of 8 Copyright © 2012 Tyco Fire Products, LP. All rights reserved. GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 www.nibco.com 6 AHEAD OF THE FLOW® www.nibco.com Revised 5/2/2007 Fire Protection Valve • Threaded or Grooved Body Style • Full Port Design 1" - 2" • Standard Port Design 2¹⁄₂" • Accepts Internal Supervisory Switches MATERIAL LIST PART SPECIFICATION 1. Body Bronze ASTM B 584 Alloy C84400 2. Ball Chrome Plated Brass ASTM B 124 Alloy C37700 3. Seat Ring Carbon-filled TFE 4. Thrust Washer Reinforced TFE 5. Stem Bronze ASTM B 371 Alloy C69430 6. Stem O-Ring Nitrile 7. Retaining Washer Brass 8. Retaining Ring Steel 9. Ground Wire Screw Steel 10. 505-8 Act Assy. Brass 11. Body End Bronze ASTM B 584 Alloy C84400 12. Mounting Screw Steel 13. Lock Washer Steel 14. Handle Pin Brass 15. Hand Wheel Steel/plastisol coated (1¹⁄₄" -2¹⁄₂") Brass Tee Handle (1") 16. Indicator Flag Painted Steel 17. Body Gasket Elastomer 18. Lead Screw O-Ring Nitrile 19. Thrust Washer Anti-friction Polymer 20. Cover Gasket Neoprene 21. Flag Seal O-Ring Nitrile 22. Tamper-Proof Screw Stainless Steel 23. Pipe Plug (-4 units) Stainless Steel (Not shown) Refer to page 41 for details for TS-2M Switch Kit. 300 lb. WWP Bronze Ball Valves 300 PSI/20.7 Bar Non-Shock Cold Water CONFORMS TO MSS SP-110 • FM APPROVED • UL LISTED FOR INDOOR AND OUTDOOR SERVICE • CALIFORNIA STATE FIRE MARSHAL LISTING NO. 7770-1243:103 APPROVED BY NEW YORK CITY M.E.A. 218-04-E WITH APPROPRIATE NYC INDICATOR. 1 2 3 4 5 6 7 8 9 10 20 16 11 22 21 14 15 17 18 19 12 13 DIMENSIONS—WEIGHTS—QUANTITIES Dimensions A B Weight Size Threaded Grooved Threaded Grooved C D E F G Cv† Threaded Grooved Box Master In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Value Lbs. Kg. Lbs. Kg. Qty. Ctn. Qty. 1 25 3.33 85 – – 1.66 42 – – 2.11 54 3.81 97 2.31 59 6.14 156 1.75 44 57 6.1 2.77 – – 1 10 1¹⁄₄ 32 4.18 106 – – 2.09 53 – – 2.46 62 4.21 107 2.72 69 6.33 161 3.50 89 103 7.1 3.23 – – 1 8 1¹⁄₂ 40 4.70 119 – – 2.35 60 – – 2.95 74 4.46 113 2.97 75 6.33 161 3.50 89 143 8.1 3.68 – – 1 4 2 50 5.15 131 6.71 170 2.57 65 3.36 85 3.69 94 4.67 119 3.18 81 6.33 161 3.50 89 245 10.7 4.86 9.7 4.40 1 4 2¹⁄₂ 65 5.65 144 7.28 185 2.92 74 3.64 93 3.75 95 4.67 119 3.18 81 6.33 161 3.50 89 183 13.0 5.91 12.6 5.73 1 4 † Note: Cv is defined as the flow in GPM that a valve will carry with a pressure drop of 1.0 psi when the media is water at 60° F. KT-505-W-8 Threaded KT-505W KG-505-W-8 Grooved Dezincification Resistant a company 500 WILKINS D B AC in. mm in. mm in. mm in. mm in. mm lbs. kg. 1/2 15 SINGLE UNION 4 1/2 108 6 152 1 5/8 41 2 3/4 70 3 1.5 3/4 20 SINGLE UNION 4 5/8 118 6 152 1 1/8 29 2 3/4 70 4 2.0 1 25 SINGLE UNION 5 1/8 130 6 7/8 175 1 5/8 41 3 5/16 84 6 3.0 1 1/4 32 SINGLE UNION 6 5/16 160 7 1/4 184 1 3/4 45 4 102 7 3.0 1 1/2 40 SINGLE UNION 8 5/16 211 10 254 1 7/8 48 5 127 14 6.5 2 50 SINGLE UNION 9 1/2 241 10 3/4 273 2 1/8 54 6 1/2 165 20 9.0 2 1/2 65 LESS UNION 10 254 14 1/2 368 3 76 8 203 28 12.5 3 80 LESS UNION 11 1/8 283 16 406 3 1/2 89 8 203 44 20.0 SIZE CONNECTIONS WEIGHTDIMENSIONS (approximate) ABCD OPTIONAL PRESSURE GAUGE MODEL 850 SHUT-OFF VALVE DIRECTION OF FLOWMODEL 500 TO HANDLE LOW DEMANDS (SET @ 65 PSI) DIRECTION OF FLOWMODEL 500FC TO HANDLE HIGH DEMANDS (SET @ 55 PSI) MODEL 975XL RPZ BACKFLOW PREVENTER PROTECTIVE ENCLOSURE MODEL DU DIELECTRIC UNION OPTIONAL PRESSURE GAUGE 12" MIN. 30" MAX. DIRECTION OF FLOW FLOW RATES (GPM)FALL OFF (PSIG) 0 5 10 15 0 100 200 300 69 104 6.3 12.6 18.9 FALL OFF (kpa) FLOW RATES (l/s) MODEL 500 1/2" THRU 3" (STANDARD & METRIC) 3/4" (20mm) 35 20 1381/2" (15mm) 1" (25mm) 1 1/4" (32mm) 1 1/2" (40mm) 2" (50mm) 2 1/2" (65mm) 3" (80mm) 50 150 250 3.2 9.5 15.8 a company ® ® DOCUMENT #: REVISION:BF-950XL 10/10 SPECIFICATION SUBMITTAL SHEET Page 1 of 2 Model 950XL Double Check Valve Assembly WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766In 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 FEATURES Sizes: 3/4"  1"  1-1/4"  1-1/2"  2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 OPTIONS (Suffixes can be combined)  - with full port QT ball valves (standard)  L - less ball valves  U - with union ball valves  S - with bronze "Y" type strainer  TCU - with test cocks "vertical" up  V - with union swivel elbows (3/4” & 1”)  OSY - with OS & Y gate valves  FDC - with fire hydrant connection (2” only)  FT - with integral male 45° flare SAE test fitting ACCESSORIES  Repair kit (rubber only)  Thermal expansion tank (Model WXTP)  QT-SET Quick Test Fitting Set  Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) C E F B G D A APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE (All sizes approved horizontal. Vertical approvals as listed below.)  ASSE® Listed 1015 ( vertical 3/4”, 1 1/4”, 1 1/2” & 2”)  IAPMO® Listed (vertical 1 1/4”-2”)  CSA® Listed ( vertical 3/4”, 1 1/4”, 1 1/2” & 2”)  AWWA Compliant C510 (vertical 3/4”)  UL® Classified (less shut-off valves only)  C-UL® Classified (less shut-off valves only)  Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (vertical 3/4”)  City of Los Angeles Approved (vertical 1-1/4"-2")  NYC MEA 426-89-M VOL 3 MATERIALS Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Internals Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers Noryl™, NSF Listed Springs Stainless steel, 300 series MODEL SIZE DIMENSIONS (approximate)WEIGHT A A UNION BALL VALVES B LESS BALLVALVES C D E F G LESS BALL VALVES WITH BALL VALVES in.mm in.mm in.mm in.mm in.mm in.mm in.mm in.mm in.mm lbs kg lbs.kg3/4 20 11 1/4 286 12 1/2 318 7 178 1 1/2 38 3 76 3 1/2 89 3 76 15 381 5 2.3 7 3.212512 1/4 311 13 7/8 353 7 178 1 1/2 38 3 76 3 1/2 89 3 76 17 3/4 451 8 3.6 12 5.4 1 1/4 32 15 1/2 419 18 1/2 470 10 9/16 268 2 51 3 1/2 89 4 1/2 114 4 1/2 114 21 1/2 546 16 7.3 22 10 1 1/2 40 17 1/8 435 19 1/8 486 10 9/16 268 2 51 3 1/2 89 4 1/2 114 4 1/2 114 22 3/4 578 16 7.3 22 10 2 50 18 1/4 460 20 508 10 9/16 268 2 51 3 1/2 89 4 1/2 114 4 1/2 114 25 1/8 638 16 7.3 28 12.7 Page 2 of 2 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 FLOW CHARACTERISTICS TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer’s instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12” (305mm) and a maximum of 30” (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. SPECIFICATIONS The Double Check Valve Backflow Preventer shall be ASSE® Listed 1015 approved, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat rings and all internal polymers shall be NSF® Listed Noryl™ and the seat disc elastomers shall be silicone. The first and second checks shall be acces- sible for maintenance without removing the device from the line. The Double Check Valve Backflow Preventer shall be a WILKINS Model 950XL. OUTDOOR INSTALLATION INDOOR INSTALLATION Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8"1 1 2 3 1/4"2 2 3 5 3/8"3 4 6 9 1/2 5 7 9 14 3/4"8 12 17 25 1"13 20 27 40 1 1/4"23 35 47 70 1 1/2"32 48 63 95 2"52 78 105 167 DIRECTION OF FLOW 12" MIN30" MAX DIRECTION OF FLOW PROTECTIVEENCLOSURE 12" MIN. 30" MAX. 0 20 60 800 5 10 15 0 50 100150 200 250 5 10 15 40 0 Rated Flow (Established by approval agencies) FLOW RATES (GPM)PRESSURE LOSS (PSIG) 69 PRESSURE LOSS (kpa) FLOW RATES (l/s) MODEL 950XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) 35 3/4" (20mm)1" (25mm)1 1/4" (32mm)1 1/2" (40mm) 2" (50mm) 10315.812.69.56.33.25.03.82.521.26 Agency Listings T-Tap Waterflow Detectors System Sensor T-Tap Waterflow Detectors are designed for primary signaling in residential systems and branch line signaling in larger systems. Features Sealed retard mechanism (Model WFDT)• Visual switch activation (Model WFDT)• Twelve different flexible plastic paddles• Vertical or horizontal mount• Durable, tamper-resistant enclosure• Dual SPDT switches in durable terminal block • Sizes marked on flexible plastic paddles• 100 percent synchronization activates both alarm panel and local bell• Accommodates up to 12 AWG wire• Both the WFDT retard model and the WFDTNR non-retard model fit any tee that has a 1˝ NPT branch, including: 1˝, 1¼˝, 1½˝ and 2˝ NPT threaded ferrous and brass tees; 1˝, 1¼˝, 1½˝ and 2˝ copper sweat tees; Tyco, Spears®, Victaulic® and NIBO brand 1˝ CPVC tees; and 1½˝ polybutylene tees. Design. The design of the WFDT and WFDTNR makes them easy to install and simple to maintain. Either can be mounted in the vertical or horizontal position. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism (Model WFDT only) and switch assemblies are field-replaceable. Features. Twelve different flexible plastic paddles fit 1˝, 1¼˝, 1½˝ and 2˝ tees. Sizes are marked clearly on the paddles for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy depth gauge ensures the proper installation depth and clearance of the detector to the tee. Construction. The WFDT and WFDTNR include a durable, tamper- resistant enclosure and rugged switch assembly. The robust covers completely enclose the electrical components to keep out dust and dirt. Improved self-guiding security screws and removal tools make the detectors resistant to tampering and simplify field maintenance. Dual SPDT switches are enclosed in a durable terminal block for added strength. S739 167-93-E7770-1653:114CS169 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 ©2009 System Sensor. Product specifications subject to change without notice. Visit systemsensor.com for current product information, including the latest version of this data sheet.A05-0195-013 • 1/09 • #1923 T-Tap Waterflow Detector Specifications Architectural/Engineering Specifications Model shall be a WFDT or WFDTNR as manufactured by System Sensor. T-tap waterflow detectors shall be installed on a tee that has a 1˝ NPT branch including: 1˝, 1¼˝, 1½˝ or 2˝ threaded ferrous or brass tee; 1–2˝ copper sweat tees; Tyco, Spears,® Victaulic,® and NIBCO brand 1˝ CPVC tees; or 1½˝ polybutylene tee as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate size, either a vertical or horizontal run at least 6˝ from any fittings or valves that may change water direction, flow rate, or pipe diameter or no closer than 24˝ from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi. The retard t-tap detector shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through the tee fitting and connected by a mechanical linkage to the delay mechanism. The non-retard t-tap detector shall respond with no time delay to waterflow in the specified direction and range. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances (one of which is a knockout type) for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. All detectors shall be listed by Underwriters Laboratories for indoor or outdoor use. Physical/Operating Specifications Static Pressure Rating 250 PSI Operating Temperature Range 32°F to 120°F (0°C to 49°C) Maximum Surge 18 FPS Enclosure Rating UL indoor/outdoor rated Triggering Threshold Bandwidth (Flow Rate) 4–10 GPM Cover Tamper Switch UL models: optional P/N 546-7000 ULC/Canadian models: factory installed Overall Dimensions, Installed WFDT: 4.5˝ H × 3.75˝ W × 6.7˝ L (11.4cm H × 9.5cm W × 17cm L) WFDTNR: 3.75˝ H × 3.25˝ W × 4.25˝ L (9.5cm H × 8.2cm W × 10.8cm L) Service Use Automatic Sprinkler: NFPA 13 One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA 72 Contact Ratings Two sets of SPDT (Form C) 10.0 A @ 125/250 VAC 2.5 A @ 24 VDC Shipping Weight WFDT: 2.6 lbs. (1.2 kg.) WFDTNR: 1.5 lbs. (0.7 kg.) Compatible Tee Fittings Threaded ferrous and brass tees, copper sweat tees, CPVC tees, and polybutylene tees Warranty 3 years Conduit Entrances Two openings for ½˝ conduit.U.S. Patent Numbers 5,213,205 DELAYADJUSTMENTDIAL 557001545 3 0TIME D E LAY IN SECONDSNUMBER O N DIAL IS APPROXIMA T E NOTE: RETARD TIME MAY EXCEED 90 SECONDS. ADJUST AND VERIFY THAT TIME DOES NOT EXCEED 90 SECONDS. NUMBER ON DIAL IS APPROXIMATE TIME DELAY IN SECONDS WITH AN ACCURACY OF +/- 50%. Delay Adjustment Dial + + – – SSM24-XSSV120-X NOTE: COMMON AND B-NO CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED, I.E., WHEN WATER IS FLOWING. DUAL SWITCHES PERMIT APPLICATIONS TO BE COMBINED ON A SINGLE DETECTOR. BREAK WIRE AS SHOWN FOR SUPERVISION OF CONNECTION. DO NOT ALLOW STRIPPED WIRE LEADS TO EXTEND BEYOND SWITCH HOUSING. DO NOT LOOP WIRES. POWER 24VDC OR 120VDC INITIATING LOOP UL-LISTED COMPATIBLE CONTROL PANEL CONTACT RATINGS 125/250 VAC24 VDC 10 AMPS2.5 AMPS SCHEMATIC OF INDIVIDUAL SWITCH IN“NO WATERFLOW” CONDITION SUGGESTED EOL RESISTOR B-NO COM A-NC Electrical Connections for WFDT Ordering Information UL Model ULC Model Description WFDT WFDTA Waterflow Detector, Fits 1˝, 1¼˝, 1½˝, 2˝ ferrous and brass threaded tees; 1˝, 1¼˝, 1½˝, 2˝ copper sweat tees; 1˝ CPVC tees; and 1½˝ polybutylene tees WFDTNR —Waterflow Detector, non-retard, fits same tees as Model WFDT Accessories Description A77-01-02 Replacement terminal block for WFDT A77-01-08 Replacement terminal block for WFDTNR A3008-00 Replacement retard mechanism PRK9 Replacement paddle kit – 12 paddles for WFDT and WFDTNR (see WFDT for sizes) 546-7000 Cover tamper switch kit for WFDT S07-66-02 Replacement tamper screws for covers of WFDT, WFDTNR WFDW Replacement tamper-proof wrench for cover of WFDT, WFDTNR WFDN4 NEMA-4 gasket kit C58-164-01 Replacement metal cover C58-195-01 Replacement plastic cover (WFDTNR) Spears® is a registered trademark of the Spears Manufacturing Company. Victaulic® is a registered trademark of the Victaulic Company of America. PRINTED IN USA RBVS UNIVERSAL BALL VALVE SWITCH PAGE 1 OF 2MFG.# 5401086 - REV V 5/09 US Patent No. 6,945,509 General The Model RBVS is designed to monitor the fully open position of a ball valve installed in a sprinkler system. The unit will ﬁ t on most ball valves installed on back-ﬂ ow-preventers and alarm trim lines of dry, alarm, and deluge sprinkler valves. The switch operates if the ball valve handle is moved from the open position. However, the switch does not track the position of the handle or ball. When the ball valve handle is in the open position, a spring-loaded switch button will contact the valve handle. When the handle is moved from the open position, this switch button extends to the tripped position, and the RBVS contacts change state, thereby opening or closing a circuit. A cover tamper switch is available and is activated by the removal of the RBVS housing cover. If an attempt is made to remove the RBVS by the removal of the mounting brackets, the unit will be set into the tripped mode by this action. The RBVS can be mounted to the hex portion of the ball valve or back-ﬂ ow- preventer or to the adjoining pipe via two clamps. The RBVS is shipped with two sets of mounting clamps to accommodate various pipe and valve sizes, refer to Table 1. An "L" shaped and offset bracket for mounting the switch enclosure and an extension bracket add to the mounting ﬂ exibility of the RBVS. See "Typical Mounting Diagram" and "Installation and Operation" on following page. Testing The RBVS and its associated protective monitoring system should be tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). UL and cUL Listed, FM, CSFM Approved Dimensions: (including mounting clamps) Large Clamps: 6" L x 5" W x 5.2" H 15,2 cm L x 12,7 cm W x 13,2 cm H Small Clamps: 6" L x 4" W x 5.2" H 15,2 cm L x 10,2 cm W x 13,2 cm H Weight: With Large Clamps: 13.6 oz. (386,9 g.) With Small Clamps: 11.0 oz. (311,2 g.) Enclosure: Non-Corrosive Composite Material Environmental Limitations: • NEMA 4 rated enclosure when proper electrical ﬁ ttings are used. (IP67) • Temperature range: -40°F to 150°F (-40°C to 65°C) • Not for use in hazardous locations Housing Cover Tamper: Activated by housing cover removal (Stock No. 1000035 only) Contact Ratings: SPDT Contacts: 10A at 125/250 VAC 2A at 30 VDC SPDT Cover Tamper: 3A at 250 VAC Fig.1 Internal Components Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-0988/Canada 888-882-1833 • www.pottersignal.com RBVS Stock No. 1000040 (w/o Cover Tamper) RBVS-T Stock No. 1000035 (w/Cover Tamper) Optional Cover Tamper Kit Stock No. 0090201 Installation On Lever Handle (See Fig. 2) 1. Select clamps and clamping bolts based upon pipe/valve size, see Table 1. 2. Insert rubber clamp grippers into clamps, see Fig. 2. 3. Place one clamp on top of pipe/ball valve near the valve handle and insert clamping bolts through it. 4. Place other clamp over clamping bolts from beneath the installation and thread hex nuts onto the clamping bolts, but do not fully tighten, (be sure hex nuts seat properly in clamp hex recesses). (NOTE: Some installations may require one of the mounting bolts to be inserted from the bottom of the brackets and then trimmed to allow the extension bracket to clear. See Fig. 4) 5. Attach extension bracket (if necessary to use for positioning) to top clamp using ¼-20 X ¾" Hex bolt and washer, but do not fully tighten. 6. Attach "L" bracket (RBVS switch enclosure is loosely attached to "L" bracket) to extension bracket using ¼-20 X ¾" Hex bolt and washer, but do not fully tighten. 7. Be sure ball valve is in the fully open position. 8. Slide loosely assembled RBVS switch enclosure to a position that permits the switch button to contact the valve handle approximately 1" from its inside end. See Fig. 1 for approximate location. Cut and remove the plastic coating from the ball valve handle to allow the RBVS switch button to contact (and be activated by) the metal of the handle. 9. Tighten clamping screws alternately to an eventual 30 in-lbs. (minimum) of torque. 10. Maintain position of switch enclosure over valve handle and secure bolt that holds the extension bracket to the clamping assembly. It may be necessary to close valve to access this bolt. 11. Position "L" bracket so that it contacts the back edge of the valve handle, and secure its bolt. It may be necessary to close valve to access this bolt. 12. With the actuator fully retracted, position RBVS switch enclosure to contact the valve handle squarely, see Fig. 1. 13. With RBVS switch enclosure held squarely in contact with valve handle, securely tighten the two tamper resistant screws on the backside of the enclosure. 14. Close and open the valve to verify operation. The actuator should easily retract when the valve handle is in the open position. 15. Fully open the valve. 16. Remove the cover and wire main switch and tamper switch if applicable. Carefully route tamper switch wires through strain relief channel in switch enclosure. Fully seat the wires into the bottom of the channel. See Fig. 1.17. Replace RBVS switch enclosure cover and securely tighten cover screw. PRINTED IN USA RBVS UNIVERSAL BALL VALVE SWITCH MFG.# 5401086 - REV V 5/09 PAGE 2 OF 2 OUTG O I N G INCO M I N G DWG# 923-3 Installation on Tee Handle (See Fig. 3)1. Select clamps and clamping bolts based upon pipe/valve size, see Table 1. 2. Insert rubber clamp grippers into clamps, See Fig. 3.3. Place one clamp on top of pipe/ball valve near the valve handle and insert clamping bolts through it.4. Place other clamp over clamping bolts from beneath the installation and thread hex nuts onto the clamping bolts, but do not fully tighten, (be sure hex nuts seat properly in clamp hex recesses). 5. Loosely attach "L" bracket to the "offset" bracket and "offset" bracket to the RBVS housing. 6. Be sure ball valve is in the fully open position.7. Slide loosely assembled RBVS switch enclosure to a position that permits the switch button to contact the valve handle approximately 1/2" from the end of the handle. Cut and remove the plastic coating from the ball valve handle to allow the RBVS switch button to contact (and be activated by) the metal of the handle. 8. Tighten clamping screws alternately and ¼-20 X ¾" bolt to 30 in-lbs. (minimum) of torque. 9. With the valve handle fully open, slide the RBVS housing down until the switch operates plus 1/8 inch. Tighten the screws holding the RBVS to the "offset" bracket.10. Remove the RBVS switch enclosure cover. 11. Close and open the valve to verify operation. The actuator should easily retract up when the valve handle is in the open position. 12. Fully open the valve.13. Wire main switch and tamper switch (if applicable). Carefully route tamper switch wires through strain relief channel in switch enclosure. Fully seat the wires into the bottom of the channel. See Fig. 1. 14. Replace RBVS switch enclosure cover and securely tighten cover screw. Fig. 3 Typical Electrical Connections Fig. 2 Typical Mounting Diagram Tamper Switch Connections Switch Terminal Connections, Clamping Plate Terminal Table 1 Clamp Sizing Fig. 4 SOME INSTALLATIONS MAY CAUSE INTERFERENCE BETWEEN MOUNTING BOLT AND OFFSET BRACKET. INSTALL BOLT FROM BOTTOM AND TRIM AS NEEDED TO CORRECT. RBVS PIPE DWG# 1086-6 Pipe Valve/Size Clamp Clamping Bolts 1/2" to 3/4" (12,5 to 19mm) Small 10-32 x 2 1/2 1" to 2" (25 to 50mm) Large 1/4-20 x 4" An uninsulated section of single conductor should not be looped around the terminal and serve as two seperate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. AHEAD OF THE FLOW ™ wwwwww..nniibbccoo..ccoomm RReevviissiioonn 66//11//0033 NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 32 NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. They will operate satisfactorily in a declining plane (no more than 15º). Warning – Do Not Use For Reciprocating Air Compressor Service. Class 125 Bronze Check Valves Horizontal Swing • Regrinding Type • Y-Pattern • Renewable Seat and Disc 125 PSI/8.6 Bar Saturated Steam to 353º F/178º C 200 PSI/13.8 Bar Non-Shock Cold Working Pressure CONFORMS TO MSS SP-80 T-413 Threaded S-413 Solder S-413-W C x C T-413-Y NPT x NPT DIMENSIONS—WEIGHTS—QUANTITIES Dimensions Size A B C T-413 S-413 Master In. mm. In. mm. In. mm. In. mm. Lbs. Kg. Lbs. Kg. Ctn. Qty. ¹⁄₄8 2.13 54 1.63 41 1.38 35 0.50 0.23 0.51 0.23 50 ³⁄₈10 2.13 54 1.63 41 1.31 33 0.47 0.22 0.48 0.22 50 ¹⁄₂15 2.44 62 1.69 43 1.50 38 0.55 0.25 0.55 0.25 50 ³⁄₄20 2.94 75 1.88 48 1.88 48 0.90 0.41 0.88 0.40 50 1 25 3.56 90 2.31 59 2.25 57 1.46 0.66 1.48 0.67 30 1¹⁄₄32 4.19 106 2.69 68 2.75 70 2.17 0.99 2.22 1.01 20 1¹⁄₂40 4.50 114 2.94 75 1.13 79 2.95 1.34 3.00 1.36 10 2 50 5.25 133 3.94 100 3.75 95 4.79 2.17 4.87 2.21 10 2¹⁄₂* 65 8.00 203 5.06 129 5.06 129 11.48 5.21 10.48 4.76 5 3* 80 9.25 235 6.25 159 6.25 159 17.53 7.96 15.29 6.94 4 Ordering: T-413 and S-413 normally furnished with Bronze Disc (T-413-B) or (S-413-B). Both available with TFE Steam Disc (T-413-Y), (S-413-Y), or CWP Disc (T-413-W), (S-413-W) or 300º F 67 PSI steam Viton Disc (T-413-V). * – Class 150 (433) furnished for these sizes. MATERIAL LIST PART SPECIFICATION 1. Bonnet Bronze ASTM B 62 2. Body Bronze ASTM B 62 3. Hinge Pin Bronze ASTM B 140 Alloy C31400 or B 134 Alloy C23000 4. Disc Hanger Bronze ASTM B 62 or 304 Stainless Steel ¹⁄₄" thru ³⁄₄" sizes 5. Hanger Nut Bronze ASTM B 16 6. Disc Holder Bronze ASTM B 62 7. Seat Disc Water, Oil or Gas (Buna-N) (W) Steam (TFE) (Y) Bronze ASTM B 62 (B) Viton®(V) 8. Seat Disc Nut Bronze ASTM B 16 or B 62 9. Hinge Pin Plug Bronze ASTMB 140 Alloy C32000 (not shown) *10. Seat Disc Washer ASTM B 98 Alloy C65500 or ASTM B 103 * Sizes ³⁄₄", 1", 1¹⁄₄", 1¹⁄₂" and 2" only. T-413-B NPT x NPT !!For detailed Operating Pressure, refer to Pressure Temperature Chart on page 109. Dezincification Resistant • a company DIRECTION OF FLOW WATER METER SHUT-OFF VALVE MODEL BR4 REGULATOR HOSE BIBB HOSE BIBB PRESSURE GAUGE 00180180 140140 100100 60602020 8080120120160160 200200 psipsi 4040PRESSURE GAUGE DIRECTION OF FLOW WATER METER SHUT-OFF VALVE MODEL BR4 REGULATOR HOSE BIBB WILKINS OPERATION OF ZURN INDUSTRIES, 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 a company DOCUMENT #:REVISION: BV-800C 5/05 Model 800C Swing Away Ball Valves For Liquid or Gas Installations SPECIFICATION SUBMITTAL SHEET APPLICATION Designed for installation on liquid or medical gas lines as a means of positive shut-off. The "swing away" design al- lows for repair and maintenance without removing the device from the line. DIMENSIONS & WEIGHTS (do not include pkg.) FEATURES Sizes: ½" ¾" 1" 1½" 2" 2 ½" 3" Maximum pressure 400 PSI WOG Copper connections (FC) ANSI B16.22 MATERIALS Main valve body Forged brass ( ½"-1") Cast bronze ASTM B 584 (1 ½"-3") Ball Brass ASTM B 16, chrome plated Seat & packing Teflon O-rings Buna Nitrile, NSF Listed A B C OPTIONS - with female copper inlet x outlet CL - with copper "L" tube extensions ACCESSORIES Repair kit; o-rings, stem and seats Bracket for locking ball valve handle in open position (Model BVLCK) Bracket and padlock (Model BVLCKP) SPECIFICATION The three piece swing away ball valve shall consist of a copper alloy body, two tailpieces, a hard-chromed copper alloy ball, two Teflon seats, a stem and coated handle. The stem shall be blow-out proof and the ball & seats replace- able in-line without the use of special tools. Tailpieces shall be designed to accept sweated copper tube or provided with copper tailpiece extensions. The three piece swing away ball valve shall be a WILKINS Model 800C. in. mm in. mm in. mm in. mm lbs. kg. 1 /2 15 2 1/8 54 1 5/8 41 3 7/8 98 1 0.5 3/4 202 3/4701 7/8483 7/898 1 0.5 1 25 3 1/2 89 2 51 4 1/2 114 2 1.0 1 1/2 40 4 7/8 124 2 7/8 73 6 152 7 3.0 2 50 5 1/2 140 3 1/8 79 6 152 9 4.0 2 1/2 65 6 3/8 162 3 5/8 92 6 152 17 8.0 3 80 6 3/4 172 4 3/8 111 12 305 22 10.0 SIZE WEIGHTS DIMENSIONS (approximate) ABC