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Home My WebLink AboutF13-0002-0003 stamped approved plansHydraulic Summary Report Description: DINING ROOM B CALC AREA Job Number: CH0160 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 102.61687.09615.520160.0047.000125.00081.48Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 81.48 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 104.87gal Residential 0.100gpm/ft² 196.00ft² 196.00ft² 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 Maximum Velocity Under Ground 27.46 between nodes 6 and 7 Maximum Velocity Above Ground 4.2 K-Factor 19.60 at 21.778 Most Demanding Sprinkler Data System 4017 LUPINE DRIVEVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES4017 LUPINE DRIVE AHJ 0324017 LUPINE DRIVE Job State Certification/License NumberJob Name: STEVE ALLENCH0160 Contractor Contractor Number 12-032 Name of Contractor: WESTERN STATES FIRE PROTECTION Address 1 274 CENTER DRIVE Address 2 Contact NameContact 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 4017 Lupine Drive - DESIGN 2.cad System Flow Demand 81.48 Remote Area(s) Address 3 1/8/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.55.0 8:25:26AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0160 Report Description: DINING ROOM B CALC AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101019.606.60 0.065545 7'-0½2.100 10110'-019.604.221.77825'-0-0.217 910'-623.66132'-0½ 150 Sprinkler 4E(5'-0), T(5'-0) Pf Pe Pv BL1.101039.5613.33 0.240353 11'-62.762 910'-619.9623.661 810'-626.42211'-6 150 Flow (q) from Route 2 Pf Pe Pv BL1.101060.6720.44 0.530084 0'-60.265 810'-621.1126.422 710'-626.6870'-6 150 Flow (q) from Route 4 Pf Pe Pv BL1.101081.4827.46 0.914800 3'-7¾17.060 710'-620.8126.68715'-0 610'-643.74718'-7¾ 150 Flow (q) from Route 3 2E(5'-0), T(5'-0) Pf Pe Pv CM1.394081.4817.13 0.289915 30'-8¼21.072 610'-643.74742'-0 510'-664.81972'-8¼ 150 6E(6'-0), T(6'-0) Pf Pe Pv CM1.598081.4813.03 0.149077 2'-6¾0.383 510'-664.819 410'-665.2022'-6¾ 150 Pf Pe Pv CM1.598065.8010.53 0.100380 23'-8¼3.081 410'-665.2027'-0 310'-668.28330'-8¼ 150 E(7'-0) Pf Pe Pv FM2.003081.488.30 0.049619 8'-100.885 310'-668.2839'-0 210'-669.16817'-10 150 E(9'-0) Pf Pe Pv FR2.009081.488.25 0.048901 10'-8¼14.243 210'-669.1684'-63.685 12'-087.09615'-2¼ 150 sCV, E(3'-6), BFP(-13.500), Tr(1'-0), S, PRV 81.48 0.00Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101019.966.73 0.067808 3'-11½1.286 10210'-019.964.222.59215'-0-0.217 910'-623.66118'-11½ 150 Sprinkler 3E(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101020.817.01 0.073248 7'-0½2.347 10310'-020.814.224.55825'-0-0.217 710'-626.68732'-0½ 150 Sprinkler 4E(5'-0), T(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101021.117.11 0.075161 3'-5½1.388 10410'-021.114.225.25115'-0-0.217 810'-626.42218'-5½ 150 Sprinkler 2E(5'-0), T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR1.394015.683.30 0.013752 13'-00.261 1123'-615.6861.6416'-05.636 1010'-667.53819'-0 150 Flow (q) from Route 6 C(6'-0) Pf Pe Pv CM1.394015.683.30 0.013752 24'-2¼0.745 1010'-667.53830'-0 310'-668.28354'-2¼ 150 5T(6'-0) • • • • • Route 6 • • • • • Pf Pe Pv CM1.394015.683.30 0.013752 5'-8¼0.326 410'-665.20218'-0 1310'-665.52823'-8¼ 150 T(6'-0) E(6'-0), T(6'-0) Pf Pe Pv FR1.394015.683.30 0.013752 13'-00.261 1310'-665.5286'-0-5.636 1223'-660.15319'-0 150 T(6'-0) Pf Pe Pv CM1.394015.683.30 0.013752 42'-2¼1.488 1223'-660.15366'-0 1123'-661.641108'-2¼ 150 8T(6'-0), 3E(6'-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.1/8/2013Page 2AutoSPRINK® VR10 v10.0.55.0 8:25:29AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0160 Report Description: DINING ROOM B CALC AREA Pipe Type Legend AOArm-Over BLBranch Line CMCross Main DNDrain DRDrop DYDynamic FMFeed Main FRFeed Riser MSMiscellaneous OROutrigger RNRiser Nipple SPSprig STStand Pipe UGUnderground Units Legend DiameterInch ElevationFoot Flowgpm Dischargegpm Velocityfps Pressurepsi LengthFoot Friction Losspsi/Foot HWCHazen-Williams Constant PtTotal pressure at a point in a pipe PnNormal pressure at a point in a pipe PfPressure loss due to friction between points PePressure due to elevation difference between indicated points PvVelocity pressure at a point in a pipe Fittings Legend ALVAlarm Valve AngVAngle Valve bBushing BalVBall Valve BFPBackflow Preventer BVButterfly Valve CCross Flow Turn 90° cplgCoupling CrCross Run CVCheck Valve DelVDeluge Valve DPVDry Pipe Valve E90° Elbow EE45° Elbow Ee111¼° Elbow Ee222½° Elbow fFlow Device fdFlex Drop FDCFire Department Connection fE90° FireLock(TM) Elbow fEE45° FireLock(TM) Elbow flgFlange FNFloating Node fTFireLock(TM) Tee gGauge GloVGlobe Valve GVGate Valve HoHose HoseHose HVHose Valve HydHydrant LtELong Turn Elbow mecTMechanical Tee NozNozzle P1Pump In P2Pump Out PIVPost Indicating Valve POPipe Outlet PRVPressure Reducing Valve PrVPressure Relief Valve redReducer/Adapter SSupply sCVSwing Check Valve SprSprinkler StStrainer TTee Flow Turn 90° TrTee Run UUnion WirFWirsbo WMVWater Meter Valve ZCap © M.E.P.CAD, Inc.1/8/2013Page 3AutoSPRINK® VR10 v10.0.55.0 8:25:29AM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: DINING ROOM B CALC AREA Job Number: CH0160 Sprinkler10119.6019.604.221.778 Sprinkler10219.9619.604.222.592 Sprinkler10320.8119.604.224.558 Sprinkler10421.1119.604.225.251 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/8/2013Page 3AutoSPRINK® VR10 v10.0.55.0 8:22:08AM Hydraulic Graph Report Description: DINING ROOM B CALC AREA Job Number: CH0160 System Demand (Including Hose Allowance at Source) System Demand 47.000 @ 160.00 Residual: Pressure 125.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 87.096 @ 81.48 87.096 @ 81.48 Available Pressure at Time of Test 102.616 @ 81.48 © M.E.P.CAD, Inc.1/8/2013Page 2AutoSPRINK® VR10 v10.0.55.0 8:22:04AM Hydraulic Summary Report Description: BEDROOM 2-B CALC AREA Job Number: CH0160 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 89.23978.57610.663160.0047.000125.000104.97Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 104.97 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 104.87gal Residential 0.100gpm/ft² 256.00ft² 256.00ft² 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 Maximum Velocity Under Ground 12.79 between nodes 11 and 295 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 4017 LUPINE DRIVEVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES4017 LUPINE DRIVE AHJ 0324017 LUPINE DRIVE Job State Certification/License NumberJob Name: STEVE ALLENCH0160 Contractor Contractor Number 12-032 Name of Contractor: WESTERN STATES FIRE PROTECTION Address 1 274 CENTER DRIVE Address 2 Contact NameContact 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 4017 Lupine Drive - DESIGN 2.cad System Flow Demand 104.97 Remote Area(s) Address 3 1/8/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.55.011:09:42AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0160 Report Description: BEDROOM 2-B CALC AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101025.608.63 0.107426 6'-2½2.815 20123'-025.604.335.444 20'-0-0.217 1923'-6 38.042 26'-2½ 150 Sprinkler 3E(5'-0), T(5'-0) Pf Pe Pv CM1.394051.4710.82 0.123938 7'-5¼1.666 1923'-625.8738.042 6'-0 1823'-6 39.708 13'-5¼ 150 Flow (q) from Route 2 E(6'-0) Pf Pe Pv CM1.394060.8212.79 0.168767 0'-61.097 1823'-69.3539.708 6'-0 1123'-6 40.805 6'-6 150 Flow (q) from Route 3 T(6'-0) Pf Pe Pv FR1.394060.8212.79 0.168767 13'-03.207 1123'-6 40.805 6'-05.636 1010'-6 49.647 19'-0 150 C(6'-0) Pf Pe Pv CM1.394060.8212.79 0.168767 24'-2¼9.144 1010'-6 49.647 30'-0 310'-6 58.791 54'-2¼ 150 5T(6'-0) Pf Pe Pv FM2.0030104.9710.69 0.079272 8'-101.414 310'-6 58.791 9'-0 210'-6 60.205 17'-10 150 E(9'-0) Pf Pe Pv FR2.0090104.9710.62 0.078126 10'-8¼14.686 210'-6 60.205 4'-63.685 12'-0 78.576 15'-2¼ 150 sCV, E(3'-6), BFP(-13.500), Tr(1'-0), S, PRV 104.97 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101025.878.72 0.109542 3'-9½2.059 20223'-025.874.336.199 15'-0-0.217 1923'-6 38.042 18'-9½ 150 Sprinkler 2E(5'-0), T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101026.698.99 0.116011 3'-70.996 20323'-026.694.338.516 5'-0-0.217 2123'-6 39.295 8'-7 150 Sprinkler E(5'-0) Pf Pe Pv CM1.394053.4911.25 0.133101 2'-60.332 2123'-626.8139.295 2023'-6 39.628 2'-6 150 Flow (q) from Route 4 Pf Pe Pv CM1.39409.351.97 0.005280 3'-20.080 2023'-6 39.628 12'-0 1823'-6 39.708 15'-2 150 T(6'-0) T(6'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101026.819.03 0.116993 0'-60.643 20423'-026.814.338.869 5'-0-0.217 2123'-6 39.295 5'-6 150 Sprinkler T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR1.394044.159.28 0.093297 13'-01.773 1223'-644.1548.259 6'-05.636 1310'-6 55.668 19'-0 150 Flow (q) from Route 6 T(6'-0) Pf Pe Pv CM1.394044.159.28 0.093297 5'-8¼1.651 1310'-6 55.668 12'-0 410'-6 57.318 17'-8¼ 150 E(6'-0), T(6'-0) Pf Pe Pv CM1.598044.157.06 0.047974 23'-8¼1.473 410'-6 57.318 7'-0 310'-6 58.791 30'-8¼ 150 E(7'-0) • • • • • Route 6 • • • • • Pf Pe Pv CM1.394044.159.28 0.093297 38'-6¼8.632 2023'-6 39.628 54'-0 1223'-6 48.259 92'-6¼ 150 6T(6'-0), 3E(6'-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.1/11/2013Page 1AutoSPRINK® VR10 v10.0.55.0 7:16:07AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0160 Report Description: BEDROOM 2-B CALC AREA Pipe Type Legend AOArm-Over BLBranch Line CMCross Main DNDrain DRDrop DYDynamic FMFeed Main FRFeed Riser MSMiscellaneous OROutrigger RNRiser Nipple SPSprig STStand Pipe UGUnderground Units Legend DiameterInch ElevationFoot Flowgpm Dischargegpm Velocityfps Pressurepsi LengthFoot Friction Losspsi/Foot HWCHazen-Williams Constant PtTotal pressure at a point in a pipe PnNormal pressure at a point in a pipe PfPressure loss due to friction between points PePressure due to elevation difference between indicated points PvVelocity pressure at a point in a pipe Fittings Legend ALVAlarm Valve AngVAngle Valve bBushing BalVBall Valve BFPBackflow Preventer BVButterfly Valve CCross Flow Turn 90° cplgCoupling CrCross Run CVCheck Valve DelVDeluge Valve DPVDry Pipe Valve E90° Elbow EE45° Elbow Ee111¼° Elbow Ee222½° Elbow fFlow Device fdFlex Drop FDCFire Department Connection fE90° FireLock(TM) Elbow fEE45° FireLock(TM) Elbow flgFlange FNFloating Node fTFireLock(TM) Tee gGauge GloVGlobe Valve GVGate Valve HoHose HoseHose HVHose Valve HydHydrant LtELong Turn Elbow mecTMechanical Tee NozNozzle P1Pump In P2Pump Out PIVPost Indicating Valve POPipe Outlet PRVPressure Reducing Valve PrVPressure Relief Valve redReducer/Adapter SSupply sCVSwing Check Valve SprSprinkler StStrainer TTee Flow Turn 90° TrTee Run UUnion WirFWirsbo WMVWater Meter Valve ZCap © M.E.P.CAD, Inc.1/11/2013Page 2AutoSPRINK® VR10 v10.0.55.0 7:16:07AM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: FUTURE FINISH AREA A CALC AREA Job Number: CH0160 Sprinkler20125.6025.604.335.444 Sprinkler20225.8725.604.336.199 Sprinkler20326.6925.604.338.516 Sprinkler20426.8125.604.338.869 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/11/2013Page 1AutoSPRINK® VR10 v10.0.55.0 7:41:31AM Hydraulic Graph Report Description: BEDROOM 2-B CALC AREA Job Number: CH0160 System Demand (Including Hose Allowance at Source) System Demand 47.000 @ 160.00 Residual: Pressure 125.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 78.576 @ 104.97 78.576 @ 104.97 Available Pressure at Time of Test 89.239 @ 104.97 © M.E.P.CAD, Inc.1/8/2013Page 2AutoSPRINK® VR10 v10.0.55.0 11:09:45AM Hydraulic Summary Report Description: FUTURE FINISH A CALC AREA Job Number: CH0160 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 51 88.19076.49911.691160.0047.000125.000106.62Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 106.62 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 112.63gal Residential 0.100gpm/ft² 256.00ft² 256.00ft² 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 Maximum Velocity Under Ground 16.67 between nodes 56 and 57 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 4017 LUPINE DRIVEVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES4017 LUPINE DRIVE AHJ 0324017 LUPINE DRIVE Job State Certification/License NumberJob Name: STEVE ALLENCH0160 Contractor Contractor Number 12-032 Name of Contractor: WESTERN STATES FIRE PROTECTION Address 1 274 CENTER DRIVE Address 2 Contact NameContact 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 4017 Lupine Drive - DESIGN 2.cad System Flow Demand 106.62 Remote Area(s) Address 3 1/8/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.55.012:18:07PM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0160 Report Description: FUTURE FINISH AREA A CALC AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101025.608.63 0.107426 10'-33.249 30123'-025.604.335.444 20'-0-0.217 5823'-6 38.476 30'-3 150 Sprinkler 4E(5'-0) Pf Pe Pv CM1.394051.7910.89 0.125362 9'-03.385 5823'-626.1938.476 18'-0 5723'-6 41.861 27'-0 150 Flow (q) from Route 2 2E(6'-0), T(6'-0) Pf Pe Pv CM1.394079.2816.67 0.275617 1'-4¾2.041 5723'-627.4941.861 6'-0 5623'-6 43.902 7'-4¾ 150 Flow (q) from Route 4 T(6'-0) Pf Pe Pv CM1.394067.9714.29 0.207303 7'-8½4.085 5623'-6 43.902 12'-0 5523'-6 47.986 19'-8½ 150 E(6'-0), T(6'-0) Pf Pe Pv FR1.598067.9710.87 0.106598 13'-02.239 5523'-6 47.986 8'-05.636 5410'-6 55.861 21'-0 150 T(8'-0) Pf Pe Pv CM1.598067.9710.87 0.106598 0'-7¾0.921 5410'-6 55.861 8'-0 5310'-6 56.781 8'-7¾ 150 T(8'-0) Pf Pe Pv FM2.0030106.6210.86 0.081597 7'-11.312 5310'-6 56.781 9'-0 5210'-6 58.093 16'-1 150 E(9'-0) Pf Pe Pv FR2.0090106.6210.79 0.080417 10'-8¼14.721 5210'-6 58.093 4'-63.685 512'-0 76.499 15'-2¼ 150 sCV, E(3'-6), BFP(-13.500), Tr(1'-0), S, PRV 106.62 0.00 Hose Allowance At Source 51 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101026.198.83 0.112052 4'-31.596 30223'-026.194.337.097 10'-0-0.217 5823'-6 38.476 14'-3 150 Sprinkler E(5'-0), T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101027.339.21 0.121274 9'-63.578 30323'-027.334.340.408 20'-0-0.217 6423'-6 43.769 29'-6 150 Sprinkler 3E(5'-0), T(5'-0) Pf Pe Pv CM1.394027.335.75 0.038434 0'-60.250 6423'-6 43.769 6'-0 6323'-6 44.019 6'-6 150 T(6'-0) Pf Pe Pv CM1.394038.658.12 0.072943 31'-4¾3.166 6323'-611.3144.019 12'-0 6223'-6 47.185 43'-4¾ 150 Flow (q) from Route 7 2E(6'-0) Pf Pe Pv CM1.394026.245.52 0.035649 1'-10½0.495 6223'-6 47.185 12'-0 6123'-6 47.679 13'-10½ 150 E(6'-0), T(6'-0) Pf Pe Pv FR1.394026.245.52 0.035649 13'-00.677 6123'-6 47.679 6'-05.636 6010'-6 53.993 19'-0 150 T(6'-0) Pf Pe Pv CM1.394026.245.52 0.035649 2'-50.300 6010'-6 53.993 6'-0 5910'-6 54.293 8'-5 150 T(6'-0) Pf Pe Pv CM1.394038.658.12 0.072943 28'-1½2.489 5910'-612.4054.293 6'-0 5310'-6 56.781 34'-1½ 150 Flow (q) from Route 5 T(6'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101027.499.27 0.122592 4'-91.194 30423'-027.494.340.883 5'-0-0.217 5723'-6 41.861 9'-9 150 Sprinkler E(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR1.394012.402.61 0.008909 13'-00.116 6723'-612.4048.284 5.636 6610'-6 54.036 13'-0 150 Flow (q) from Route 6 Pf Pe Pv CM1.39407.841.65 0.003811 44'-6¾0.216 6610'-6 54.036 12'-0 6510'-6 54.252 56'-6¾ 150 E(6'-0), T(6'-0) Pf Pe Pv CM1.394012.402.61 0.008909 4'-7¼0.041 6510'-64.5754.252 5910'-6 54.293 4'-7¼ 150 Flow (q) from Route 8 • • • • • Route 6 • • • • • © M.E.P.CAD, Inc.1/11/2013Page 1AutoSPRINK® VR10 v10.0.55.0 7:35:14AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0160 Report Description: FUTURE FINISH A CALC AREA Pf Pe Pv CM1.394012.402.61 0.008909 51'-5½1.100 6223'-647.18572'-0 6723'-648.284123'-5½ 150 T(6'-0) 6E(6'-0), 5T(6'-0) • • • • • Route 7 • • • • • Pf Pe Pv CM1.394011.312.38 0.007516 3'-7¼0.117 5623'-643.90212'-0 6323'-644.01915'-7¼ 150 T(6'-0) T(6'-0) • • • • • Route 8 • • • • • Pf Pe Pv CM1.39404.570.96 0.001402 75'-8¼0.216 6610'-654.03678'-0 6510'-654.252153'-8¼ 150 C(6'-0) 6T(6'-0), 6E(6'-0) 1.51 Pipe Type Legend AOArm-Over BLBranch Line CMCross Main DNDrain DRDrop DYDynamic FMFeed Main FRFeed Riser MSMiscellaneous OROutrigger RNRiser Nipple SPSprig STStand Pipe UGUnderground Units Legend DiameterInch ElevationFoot Flowgpm Dischargegpm Velocityfps Pressurepsi LengthFoot Friction Losspsi/Foot HWCHazen-Williams Constant PtTotal pressure at a point in a pipe PnNormal pressure at a point in a pipe PfPressure loss due to friction between points PePressure due to elevation difference between indicated points PvVelocity pressure at a point in a pipe Fittings Legend ALVAlarm Valve AngVAngle Valve bBushing BalVBall Valve BFPBackflow Preventer BVButterfly Valve CCross Flow Turn 90° cplgCoupling CrCross Run CVCheck Valve DelVDeluge Valve DPVDry Pipe Valve E90° Elbow EE45° Elbow Ee111¼° Elbow Ee222½° Elbow fFlow Device fdFlex Drop FDCFire Department Connection fE90° FireLock(TM) Elbow fEE45° FireLock(TM) Elbow flgFlange FNFloating Node fTFireLock(TM) Tee gGauge GloVGlobe Valve GVGate Valve HoHose HoseHose HVHose Valve HydHydrant LtELong Turn Elbow mecTMechanical Tee NozNozzle P1Pump In P2Pump Out PIVPost Indicating Valve POPipe Outlet PRVPressure Reducing Valve PrVPressure Relief Valve redReducer/Adapter SSupply sCVSwing Check Valve SprSprinkler StStrainer TTee Flow Turn 90° TrTee Run UUnion WirFWirsbo WMVWater Meter Valve ZCap 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.1/8/2013Page 5AutoSPRINK® VR10 v10.0.55.012:18:20PM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: FUTURE FINISH AREA A CALC AREA Job Number: CH0160 Sprinkler30125.6025.604.335.444 Sprinkler30226.1925.604.337.097 Sprinkler30327.3325.604.340.408 Sprinkler30427.4925.604.340.883 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/11/2013Page 1AutoSPRINK® VR10 v10.0.55.0 7:39:28AM Hydraulic Graph Report Description: FUTURE FINISH A CALC AREA Job Number: CH0160 System Demand (Including Hose Allowance at Source) System Demand 47.000 @ 160.00 Residual: Pressure 125.000 Static: Pressure Water Supply at Node 51 Hydraulic Graph Water Supply at Node 51 76.499 @ 106.62 76.499 @ 106.62 Available Pressure at Time of Test 88.190 @ 106.62 © M.E.P.CAD, Inc.1/8/2013Page 2AutoSPRINK® VR10 v10.0.55.0 12:18:11PM The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Bu l l e t i n 0 3 5 Re v . I Bulletin 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°) PitchMax. 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°) PitchMax. 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°) PitchMax. 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°) PitchMax. 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 TheSeriesLFII(TY2284)Residential FlushPendentSprinklersaredecora- tive,fastresponse,fusiblesolder sprinklersdesignedforuseinresiden- tialoccupanciessuchashomes, apartments,dormitories,andhotels. Whenaestheticsisthemajorconsid- eration,theSeriesLFII(TY2284) shouldbethefirstchoice. TheSeriesLFIIaretobeusedinwet piperesidentialsprinklersystemsfor one-andtwo-familydwellingsand manufacturedhomesperNFPA13D; wetpiperesidentialsprinklersystems forresidentialoccupanciesuptoand includingfourstoriesinheightper NFPA13R;or,wetpipesprinklersys- temsfortheresidentialportionsofany occupancyperNFPA13. TheSeriesLFII(TY2284)hasa4.2 (60,5)K-factorthatprovidesthere- quiredresidentialflowratesatreduced pressures,enablingsmallerpipesizes andwatersupplyrequirements. TheflushdesignoftheSeriesLFII (TY2284)featuresaseparablees- cutcheonproviding3/8inch(9,5mm) verticaladjustment.Thisadjustment reducestheaccuracytowhichthepipe dropstothesprinklersmustbecutto helpassureaperfectfitinstallation. TheSeriesLFII(TY2284)hasbeen designedwithheatsensitivityand waterdistributioncharacteristics proventohelpinthecontrolofresiden- tialfiresandtoimprovethechancefor occupantstoescapeorbeevacuated. WARNINGS TheSeriesLFII(TY2284)Residential FlushPendentSprinklersdescribed hereinmustbeinstalledandmain- tainedincompliancewiththisdocu- ment,aswellaswiththeapplicable standardsoftheNationalFireProtec- tionAssociation,inadditiontothe standardsofanyotherauthoritieshav- ingjurisdiction.Failuretodosomay impairtheperformanceofthesede- vices. Theownerisresponsibleformaintain- ingtheirfireprotectionsystemandde- vicesinproperoperatingcondition. Theinstallingcontractororsprinkler manufacturershouldbecontacted withanyquestions. Sprinkler/Model Identification Number SINTY2284 Technical Data Approvals: ULandC-ULListed. MaximumWorkingPressure: 175psi(12,1bar) DischargeCoefficient: K=4.2GPM/psi1/2 (60,5LPM/bar1/2) TemperatureRating: 162°F/72°C VerticalAdjustment: 3/8inch(9,5mm) Finishes: SprinklerandEscutcheon: White,Chrome,Black, orAntiqueBrass PhysicalCharacteristics: Body.............Bronze Deflector...........Copper ValveCap...........Brass OrificeSeal.........Copper HeatCollectors.......Copper Operation Thesprinklerassemblycontainsa smallfusiblesolderelement.Whenex- posedtosufficientheatfromafire,the soldermeltsandenablestheinternal componentsofthesprinklertofall away.Atthispointthesprinkleracti- vateswiththedeflectordroppinginto itsoperatedposition(ReferenceFig- ure1C),permittingwatertoflow. Page1of8 TFP420JANUARY,2006 SeriesLFIIResidential FlushPendentSprinklers 4.2K-factor TechnicalServices:Tel:(800)381-9312/Fax:(800)791-5500 IMPORTANT AlwaysrefertoTechnicalData SheetTFP700forthe“INSTALLER WARNING”thatprovidescautions withrespecttohandlingandinstal- lationofsprinklersystemsandcom- ponents.Improperhandlingandin- stallationcanpermanentlydamage asprinklersystemoritscompo- nentsandcausethesprinklertofail tooperateinafiresituationorcause ittooperateprematurely. Design Criteria TheSeriesLFII(TY2284)Residential FlushPendentSprinklersareUL ListedandC-ULListedforinstallation inaccordancewiththefollowingcrite- ria. NOTE Whenconditionsexistthatareoutside thescopeoftheprovidedcriteria,refer totheResidentialSprinklerDesign GuideTFP490forthemanufacturer’s recommendationsthatmaybeaccept- ablethelocalAuthorityHavingJuris- diction. SystemType.Onlywetpipesystems maybeutilized. HydraulicDesign.Theminimumre- quiredsprinklerflowrateforsystems designedtoNFPA13DorNFPA13R aregiveninTableAasafunctionof temperatureratingandthemaximum allowablecoverageareas.Thesprin- klerflowrateistheminimumrequired dischargefromeachofthetotal numberof“designsprinklers”as specifiedinNFPA13DorNFPA13R. ForsystemsdesignedtoNFPA13,the numberofdesignsprinklersistobe thefourmosthydraulicallydemanding sprinklers.Theminimumrequireddis- chargefromeachofthefoursprinklers istobethegreaterofthefollowing: •TheflowratesgiveninTableAfor NFPA13Dand13Rasafunctionof temperatureratingandthemaxi- mumallowablecoveragearea. •Aminimumdischargeof0.1gpm/sq. ft.overthe“designarea”comprised ofthefourmosthydraulicallyde- mandingsprinklersfortheactual coverageareasbeingprotectedby thefoursprinklers. ObstructionToWaterDistribution. Locationsofsprinklersaretobein accordancewiththeobstructionrules ofNFPA13forresidentialsprinklers. OperationalSensitivity.Thesprin- klersaretobeinstalledintheflush positionperFigure1withtheprovided escutcheon. SprinklerSpacing.Theminimum spacingbetweensprinklersis8feet (2,4m).Themaximumspacingbe- tweensprinklerscannotexceedthe lengthofthecoveragearea(Ref.Ta- bleA)beinghydraulicallycalculated (e.g.,maximum12feetfora12ft.x 12ft.coveragearea,or20feetfora20 ft.x20ft.coveragearea). PrecautionaryWarningsforCorro- siveEnvironments.TheSeriesLFII (TY2284)flushsprinklerheadsmust beinstalledinanon-corrosiveenviron- ment.Theimproperuseofcorrosive agentssuchasflux,otherproducts thatcontainchlorideionsdescribed, whetherappliedinternallyorexternally tothesprinklersystem,mayresultin corrosionofthesprinklerhead,or stresscorrosioncracking,whichin turnmaycausethesprinklersheadsto developleaks,operateunexpectedly, ornotoperateproperly. Accordingly,itisessentialthattheSe- riesLFII(TY2284)flushsprinklerhead beinstalledonlybyexperiencedfire sprinklerengineers,whocomplyfully withNFPA13,13D,13Rand25,ASTM B813,ASTMB828andCopperDevel- opmentAssociation(CDA). Coppersprinklersystempiping. Anytimecopperpipingisusedinany partofafiresprinklersystem,thecop- perpipingmustbeinstalledinconfor- mancewithallapplicablestandards andrequirementsforcopperpiping, including:NFPA13,13D,13Rand25, ASTMB813,ASTMB828,andCopper DevelopmentAssociation(CDA).Any solderinginanypartofasprinklersys- tem,eitherinternallyorexternally, mustbedonewithuseofonlyan ASTMB813approvedflux.Residual Page2of8 TFP420 (a)Forcoverageareadimensionslessthanorbetweenthoseindicated,itisnecessarytousetheminimumrequiredflowforthenext highestcoverageareaforwhichhydraulicdesigncriteriaarestated. (b)RequirementisbasedonminimumflowinGPM(LPM)fromeachsprinkler.Theassociatedresidualpressuresarecalculated usingthenominalK-factor.RefertoHydraulicDesignCriteriaSectionfordetails. TABLEA NFPA13DANDNFPA13RWETPIPEHYDRAULICDESIGNCRITERIA FORTHESERIESLFII(TY2284) RESIDENTIALFLUSHPENDENTSPRINKLER 12x12 (3,7x3,7) Maximum Coverage Area (a) Ft.xFt. (mxm) MinimumFlow (b)and ResidualPressure ForHorizontalCeiling (Max.2InchRise for12InchRun) 14x14 (4,3x4,3) 16x16 (4,9x4,9) 18x18 (5,5x5,5) 20x20 (6,1x6,1) 13GPM(49,2LPM) 9.6psi(0,66bar) 14GPM(53,0LPM) 11.1psi(0,77bar) 18GPM(68,1LPM) 18.4psi(1,27bar) 22GPM(83,3LPM) 27.4psi(1,89bar) 13GPM(49,2LPM) 9.6psi(0,66bar) 162°F/72°C MinimumFlow (b)and ResidualPressure ForSlopedCeiling (Max.8InchRise for12InchRun) 162°F/72°C 19GPM(71,9LPM) 20.5psi(1,41bar) 24GPM(90,8LPM) 32.7psi(2,25bar) 17GPM(64,3LPM) 16.4psi(1,13bar) Maximum Spacing Ft. (m) 12 (3,7) 14 (4,3) 16 (4,9) 18 (5,5) 20 (6,1) 17GPM(64,3LPM) 16.4psi(1,13bar) 17GPM(64,3LPM) 16.4psi(1,13bar) MinimumFlow (b)andResidualPressure ForSlopedCeiling (Max.8InchRisefor12InchRun) Threesprinklerdesignwhentherearemore thantwosprinklersinacompartment. 162°F/72°C 14GPM(53,0LPM) 11.1psi(0,77bar) 14GPM(53,0LPM) 11.1psi(0,77bar) 14GPM(53,0LPM) 11.1psi(0,77bar) 18GPM(68,1LPM) 18.4psi(1,27bar) N/A TFP420 Page3of8 A B C SPRINKLER AREA WRENCHING TOLERANCE CEILINGLEVEL LIMIT FITTING FACEOF SPRINKLER PROTECTIVECAP (23,0±4,8mm) 29/32±3/16" MOUNTING SURFACE 3/32"(2,4mm)TYP. 2-15/16"(75 mm)DIA. INOPERATED POSITION DEFLECTOR 29/32±3/16" (23,0±4,8mm) 2"(50mm)DIA. DONOT OVER-TIGHTEN COLLECTOR HEAT (57,2mm) 2-1/4" NOMINALMAKE-IN 7/16"(11,1mm) 1/2"NPT 15/16"(23,6mm) 9/16"(14,2mm) FIGURE1 SERIESLFII(TY2284)RESIDENTIAL FLUSHPENDENTSPRINKLER FIGURE2 SPRINKLERSOCKET WRENCH&SOCKETCOMBINATION DRIVE 3/8"SOCKET ACCEPTS WRENCH RECESS WRENCH COMBINATION WRENCH&SOCKET #4948 #4947 SOCKET FIGURE3 PROTECTIVECAPREMOVALTOOL fluxmustbethoroughlyREMOVED fromboththeinteriorandexteriorsur- facesofthepipingbeforeinstallingthe sprinklerheads.Theuseofimproper flux,orthefailuretothoroughlyre- moveproperflux,mayresultincorro- sionofthesprinklerheadorstress cracking,whichinturnmaycausethe sprinklersheadstodevelopleaks,op- erateunexpectedly,ornotoperate properly. BeamCeiling DesignCriteria TheSeriesLFII(TY2284)Residential FlushPendentSprinklersareULand C-ULListedforinstallationinresiden- tialoccupancieswithhorizontalceil- ings(i.e.,slopesuptoa2inchrise overa12inchrun)withbeamswhen installedinaccordancewiththefollow- ingcriteria: GeneralInformation.Thebasiccon- ceptofthisprotectionschemeisto locatethesprinklersontheunderside ofthebeams,Ref.Figure4,(notinthe beampockets);toidentifythemain beamsthatprincipallyruninonedirec- tionas“primarybeams”;and,toiden- tifythebeamsthatrunprincipallyper- pendiculartothemainbeams,asmay bepresent(orinsomecasesmaybe necessaryforpropersprinklerprotec- tion),as“secondarybeams”. PrimaryandSecondaryBeam Types.Solidsurface,solidorhollow core,combustibleornon-combustible. PrimaryandSecondaryBeamPosi- tioning.Directlyattachedtotheun- dersideofacombustibleornon-com- bustiblesmoothceilingatany elevation. PrimaryBeamCross-Section:Maxi- mumdepthof14inchesandthemaxi- mumwidthisunlimited.Thecross- sectionalshapeoftheprimarybeam mayberectangulartocircular. SecondaryBeamCross-Section. Maximumdepthtobenogreaterthan theprimarybeamandthemaximum widthisunlimited.Thecross-sectional shapeofthesecondarybeammaybe rectangulartocircular. PrimaryBeamSpacing.Theprimary beams(Fig.5A)aretobe3ft.-4in.to 6ft.fromthecompartmentwallto centerofthenearestbeamandfrom centertocenterbetweenbeams. SecondaryBeamSpacing.Thesec- ondarybeamsprincipallyrunperpen- diculartotheprimarybeams. Secondarybeamsofadepthequalto theprimarybeammustbeplacedso thatthebeampocketscreatedbythe primarybeamsdonotexceed20feet inlength(Fig.5B). NOTE Whenthebeampocketscreatedby theprimarybeamsexceed20feetin length,theinstallationwillrequirethe useofsecondarybeamsasdescribed above.Otherwise,secondarybeams neednotbepresent. Secondarybeamsofacross-sectional depthgreaterthanone-quarterthe depthoftheprimarybeamsaretobe aminimumof3ft.-4in.fromthe compartmentwalltocenterofthe nearestbeamandfromcentertocen- terbetweenbeams(Fig.5C). Secondarybeamsofacross-sectional depthnogreaterthanone-quarterthe depthoftheprimarybeamsmaybe placedatanycompartmentwallto centerofthenearestbeamdistance andfromanycentertocenterdistance betweenbeams(Fig.5C). Lintels.Lintelsoverdoorwaysexiting thecompartmentmustbepresent.The minimumheightforthelintelsis8 inchesornolessthanthedepthofthe PrimaryBeams,whicheverisgreater. SprinklerTypes.SeriesLFII (TY2284),162F,FlushPendentResi- dentialSprinklers. SprinklerCoverageAreaandHy- draulicDesign.Thesprinklercover- ageareasandhydraulicdesigncrite- riaaspresentedintheTableAfor “HorizontalCeilings”aretobeapplied. SprinklerPosition.Thebottomof heatcollectortobottomofprimary beamsfortheSeriesLFII(TY2284) FlushPendentSprinklersistobe 23/32to1-3/32inches(Fig.4A).The verticalcenterlineoftheSeriesLFII (TY2284)FlushPendentSprinklersis tobenogreaterthanhalftheprimary beamcross-sectionalwidthplus2 inchesfromthecenterlineofthepri- marybeam(Fig4B). NOTES Coredrillingofbeamstoallowthe installationofsprinklerdropsrequires consultingwithastructuralengineer. Wherecoredrillingisnotpermitted, thepreviouslystatedsprinklerposition criteriafortheSeriesLFII(TY2284) PendentSprinklersallowsforthe sprinklerdroptobeplacedadjacentto theprimarybeam. BeamandSoffitArrangements.A soffitispermittedtobeplacedaround theperimeterofacompartmentwith thebeamarrangementwithinthesof- fitedarea(Fig.6). Thecross-sectionofthesoffitmaybe anysizeaslongasitdoesnotcreate anobstructiontowaterdistributionper theobstructionrulesofNFPA13for residentialsprinklers. Whensoffitsarepresent,thepre- viouslyprovided3ft.-4in.to6ft. “compartmentwalltoadjacentbeam” distancefortheprimaryandsecon- darybeamsistobemeasuredfromthe faceofthesoffitasopposedtothe compartmentwall. NOTE Althoughthedistancetothebeamsis measuredfromthefaceofthesoffit, thesprinklercoverageareaistobe measuredfromthecompartmentwall. Page4of8 TFP420 FIGURE4 SPRINKLERPOSITIONING UNDERPRIMARYBEAMS (Refertothe“BeamCeiling DesignCriteria”section) FLUSH POSITIONTY2284 A ONE-HALFBEAM WIDTHPLUS 2"(50,8mm) MAXIMUM B TY2284 23 / 3 2" ( 1 8 , 3 mm)M IN . 1- 3 /3 2 " (2 7 , 8 mm)M AX . 1- 3 /3 2 " (2 7 , 8 mm)M AX . 23 / 3 2" ( 1 8 , 3 mm)M IN . TFP420 Page5of8 FIGURE5 BEAMARRANGEMENTS (Refertothe“BeamCeilingDesignCriteria”section) SECONDARY BEAM B B FORSECONDARYBEAMS THATARE TOBEEQUALIN DEPTH TOPRIMARYBEAMS AND THATMUST BEINPLACE SOTHATPRIMARYBEAM POCKETSDONOTEXCEED 20'-0"(6,1m) SECONDARYBEAMSHAVING DEPTHSGREATERTHAN25% OFPRIMARYBEAMS B=20'-0"(6,1m)MAXIMUM C=3'-4"(1,0m)MINIMUMFOR or A=3'-4"to6'-0"(1,0to1,8m) FORPRIMARYBEAMSHAV- DEPTH INGA14"(356mm)MAXIMUM ONDARYBEAMSHAVING DEPTHSUPTO25%OF PRIMARYBEAMS C=ANYDISTANCEFORSEC- A=3'-4"to6'-0"(1,0to1,8m) FORPRIMARYBEAMSHAV- DEPTH INGA14"(356mm)MAXIMUM A=3'-4"to6'-0"(1,0to1,8m) FORPRIMARYBEAMSHAV- DEPTH INGA14"(356mm)MAXIMUM MAXIMUM 14"(356mm) 20'-0"(6,1m) MAXIMUM REFER TO FORSPANS FIGURE5B * 20'-0"(6,1m) EXCEEDING * DISTANCESARE COMPARTMENT TOCENTERLINES OFBEAMS WALLFACESAND MEASUREDTO PRIMARY BEAM ALLFIGURES: FIGURE5A PRIMARYBEAMSPANSUPTO20'-0"(6,1m) FIGURE5B PRIMARYBEAMSPANSGREATER THAN20'-0"(6,1m) FIGURE5C COMBINATIONS OFPRIMARYANDSECONDARYBEAMS A A A A A A A A A SECONDARY BEAM PRIMARY BEAM PRIMARY BEAM C C COMPARTMENT WALLS COMPARTMENT WALLS COMPARTMENT WALLS Installation TheSeriesLFII(TY2284)mustbein- stalledinaccordancewiththefollow- inginstructions: NOTES TheProtectiveCapistoremainonthe sprinklerduringinstallationuntilthe ceilinginstallationiscomplete.The ProtectiveCapmustberemovedto placethesprinklerinservice. Aleaktight1/2inchNPTsprinklerjoint shouldbeobtainedwithatorqueof7 to14ft.lbs.(9,5to19,0Nm).Amaxi- mumof21ft.lbs.(28,5Nm)oftorque istobeusedtoinstallsprinklers. Higherlevelsoftorquemaydistortthe sprinklerinletwithconsequentleak- ageorimpairmentofthesprinkler. Donotattempttocompensateforin- sufficientadjustmentinanEscutcheon Platebyunder-orover-tighteningthe Sprinkler.Readjustthepositionofthe sprinklerfittingtosuit. Eachsprinklermustbeinspectedbe- foreinstallation.Donotuseanysprin- klerthatexhibitsanydeformationsor cracks,includingcracksontheprotec- tivecap. Step1.TheSprinklermustbeinstalled onlyinthependentpositionandwith theSprinklerwaterwaycenterlineper- pendiculartothemountingsurface. Step2.Installthesprinklerfittingso thatthedistancefromthefaceofthe fittingtothemountingsurfacewillbe nominally29/32inches(23,0mm)as showninFigure1A. Step3.Withpipethreadsealantap- pliedtothepipethreads,handtighten theSprinklerintothesprinklerfitting. Step4.WrenchtightentheSprinkler usingonlytheSprinklerSocketor Wrench&SocketCombination(Ref. Figure2).Thewrenchrecessofthe Socketistobeappliedtothesprinkler wrenchingarea(Ref.Figure1A). Step5.Usethe“ceilingleveltolerance limit”indicatorontheProtectiveCapto checkforproperinstallationheight. Relocatethesprinklerfittingasneces- sary.IfdesiredtheProtectiveCapmay alsobeusedtolocatethecenterofthe clearanceholebygentlypushingthe ceilingmaterialagainstthecenter pointoftheCap. Step6.Aftertheceilinghasbeencom- pletedwiththe2inch(50mm)diame- terclearancehole,usetheProtective CapRemovalTool(Ref.Figure3)to removetheProtectiveCapandthen pushontheEscutcheonuntilitsflange justcomesincontactwiththeceiling. DonotcontinuetopushtheEscutch- eonsuchthatitliftsaceilingpanelout ofitsnormalposition.IftheEscutch- eoncannotbeengagedwiththeSprin- kler,ortheEscutcheoncannotbeen- gagedsufficientlytocontactthe ceiling,relocatethesprinklerfittingas necessary. Careand Maintenance TheSeriesLFII(TY2284)mustbe maintainedandservicedinaccord- ancewiththefollowinginstructions: NOTES AbsenceofanEscutcheonPlatemay delaythetimetosprinkleroperationin afiresituation. Beforeclosingafireprotectionsystem maincontrolvalveformaintenance workonthefireprotectionsystem whichitcontrols,permissiontoshut downtheaffectedfireprotectionsys- temmustbeobtainedfromtheproper authoritiesandallpersonnelwhomay beaffectedbythisactionmustbeno- tified. Sprinklerswhicharefoundtobeleak- ingorexhibitingvisiblesignsofcorro- sionmustbereplaced. Automaticsprinklersmustneverbe painted,plated,coated,orotherwise alteredafterleavingthefactory.Modi- fiedoroverheatedsprinklersmustbe replaced. Caremustbeexercisedtoavoiddam- age-before,during,andafterinstal- lation.Sprinklersdamagedbydrop- ping,striking,wrenchtwist/slippage, orthelike,mustbereplaced. Theownerisresponsibleforthein- Page6of8 TFP420 FIGURE6 BEAMANDSOFFITARRANGEMENTS (Refertothe“BeamCeilingDesignCriteria”section) SOFFIT FACEOF * * SECONDARY BEAM PRIMARY BEAM INFIGURES5A,5B&5C, EXCEPTMEASUREMENTS ARETAKENFROMFACES OFSOFFITSINSTEADOF FROMCOMPARTMENT WALLSURFACES USEDISTANCESSHOWN* COMPARTMENT WALLS spection,testing,andmaintenanceof theirfireprotectionsystemandde- vicesincompliancewiththisdocu- ment,aswellaswiththeapplicable standardsoftheNationalFireProtec- tionAssociation(e.g.,NFPA25),in additiontothestandardsofanyother authoritieshavingjurisdiction.Thein- stallingcontractororsprinklermanu- facturershouldbecontactedrelative toanyquestions. NOTE Theownermustassurethatthesprin- klersarenotusedforhangingofany objectsandthatthesprinklersareonly cleanedbymeansofgentlydusting withafeatherduster;otherwise,non- operationintheeventofafireorinad- vertentoperationmayresult. Itisrecommendedthatautomatic sprinklersystemsbeinspected, tested,andmaintainedbyaqualified InspectionServiceinaccordancewith localrequirementsand/ornational codes. Limited Warranty ProductsmanufacturedbyTycoFire& BuildingProducts(TFBP)arewar- rantedsolelytotheoriginalBuyerfor ten(10)yearsagainstdefectsinmate- rialandworkmanshipwhenpaidfor andproperlyinstalledandmaintained undernormaluseandservice.This warrantywillexpireten(10)years fromdateofshipmentbyTFBP.No warrantyisgivenforproductsorcom- ponentsmanufacturedbycompanies notaffiliatedbyownershipwithTFBP orforproductsandcomponentswhich havebeensubjecttomisuse,improper installation,corrosion,orwhichhave notbeeninstalled,maintained,modi- fiedorrepairedinaccordancewithap- plicableStandardsoftheNationalFire ProtectionAssociation,and/orthe standardsofanyotherAuthorities HavingJurisdiction.Materialsfound byTFBPtobedefectiveshallbeeither repairedorreplaced,atTFBP’ssole option.TFBPneitherassumes,nor authorizesanypersontoassumeforit, anyotherobligationinconnectionwith thesaleofproductsorpartsofprod- ucts.TFBPshallnotberesponsiblefor sprinklersystemdesignerrorsorinac- curateorincompleteinformationsup- pliedbyBuyerorBuyer’srepre- sentatives. InnoeventshallTFBPbeliable,in contract,tort,strictliabilityorunder anyotherlegaltheory,forincidental, indirect,specialorconsequentialdam- ages,includingbutnotlimitedtolabor charges,regardlessofwhetherTFBP wasinformedaboutthepossibilityof suchdamages,andinnoeventshall TFBP’sliabilityexceedanamount equaltothesalesprice. Theforegoingwarrantyismadeinlieu ofanyandallotherwarranties,ex- pressorimplied,includingwarranties ofmerchantabilityandfitnessforapar- ticularpurpose. Thislimitedwarrantysetsforththeex- clusiveremedyforclaimsbasedon failureofordefectinproducts,materi- alsorcomponents,whethertheclaim ismadeincontract,tort,strictliability oranyotherlegaltheory. Thiswarrantywillapplytothefullex- tentpermittedbylaw.Theinvalidity,in wholeorpart,ofanyportionofthis warrantywillnotaffecttheremainder. Ordering Procedure Whenplacinganorder,indicatethe fullproductname.Contactyourlocal distributorforavailability.. SprinklerAssembly: SeriesLFII(TY2284),K=4.2,Residen- tialFlushPendentSprinklerwithout Escutcheonandhavinga(specify) finish,P/N(specify). Chrome..................51-123-9-162 White....................51-123-4-162 Black....................51-123-6-162 AntiqueBrass.............51-123-1-162 Escutcheon: EscutcheonforSeriesLFII(TY2284), K=4.2,ResidentialFlushPendent Sprinklerwith(specify)finish,P/N (specify). Chrome..................56-123-9-001 White....................56-123-4-001 Black....................56-123-6-001 AntiqueBrass.............56-123-1-001 Accessories: SocketforSeriesLFII(TY2284)Resi- dentialFlushPendentSprinkler,P/N 56-000-4-947. Wrench&SocketforSeriesLFII (TY2284)ResidentialFlushPendent Sprinkler,P/N56-000-4-948. ProtectiveCapRemovalToolforSe- riesLFII(TY2284)ResidentialFlush PendentSprinkler,P/N56-000-4-300. TFP420 Page7of8 Page8of8 TFP420 TYCOFIRE&BUILDINGPRODUCTS,451NorthCannonAvenue,Lansdale,Pennsylvania19446 a company A B G CD F E in.mmin.mmin.mmin.mmin.mmin.mmin.mmin.mmin.mmlbs.kg lbs.kg 3/42012305143567 3/41972 1/8543763 1/289512715 3/4400104.5125.5 1251333014 1/43627 3/41972 1/8543763 1/289512717 3/4451104.5146.4 1 1/432174321948310 15/162782 3/4703 1/28951276 3/41712255922102812.7 1 1/24017 3/84412050810 15/162782 3/4703 1/28951276 3/417123 1/858722102812.7 25018 1/247021 1/454010 15/162782 3/4703 1/28951276 3/417125 1/264822103415.4 WEIGHT LESS BALL VALVES WITH BALL VALVESDEFG MODEL SIZE A DIMENSIONS (approximate) A UNION BALL VALVES B LESS BALL VALVES C • 12" MIN 30" MAX PROTECTIVE ENCLOSURE OPTIONAL WATER METER INLET SHUT-OFF AIR GAP DRAIN DIRECTION OF FLOW BATTERY MONITOR SWITCH AIR GAP FITTING 12" MIN. 30" MAX. FLOOR DRAIN DIRECTION OF FLOW FLOOR CENTRAL STATION ALARM PANEL Pipe size5 ft/sec7.5 ft/sec10 ft/sec15 ft/sec 1/8"1123 1/4"2235 3/8"3469 1/2"57914 3/4"8121725 1"13202740 1 1/4"23354770 1 1/2"32486395 2"5278105167 Capacity thru Schedule 40 Pipe 0 20 40 60 805 10 15 20 0 50 100 150 200 2505 10 15 20 Rated Flow (Established by approval agencies) FLOW RATES (GPM) PR E S S U R E L O S S ( P S I G ) 69 PR E S S U R E L O S S ( k p a ) FLOW RATES (l/s) MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) 35 3/4" (20mm)1" (25mm)1 1/4" (32mm) 2" (50mm) 103 15.812.69.56.33.25.03.82.521.26 1½" (40mm) 137 PRINTED IN USA RBVS UNIVERSAL BALL VALVE SWITCH PAGE 1 OF 2MFG.# 5401086 - REV U 5/08 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 • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com RBVS Stock No. 1000040 (w/o Cover Tamper) RBVS-T Stock No. 1000035 (w/Cover Tamper) 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 U 5/08 PAGE 2 OF 2 OUTG O I N G INC O 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/SizeClampClamping Bolts 1/2" to 3/4" (12,5 to 19mm)Small10-32 x 2 1/2 1" to 2" (25 to 50mm)Large1/4-20 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. a company 500 WILKINS D B A C in.mmin.mmin.mmin.mmin.mmlbs.kg. 1/215SINGLE UNION4 1/210861521 5/8412 3/47031.5 3/420SINGLE UNION4 5/811861521 1/8292 3/47042.0 125SINGLE UNION5 1/81306 7/81751 5/8413 5/168463.0 1 1/432SINGLE UNION6 5/161607 1/41841 3/445410273.0 1 1/240SINGLE UNION8 5/16211102541 7/8485127146.5 250SINGLE UNION9 1/224110 3/42732 1/8546 1/2165209.0 2 1/265LESS UNION1025414 1/236837682032812.5 380LESS UNION11 1/8283164063 1/28982034420.0 SIZE CONNECTIONS WEIGHTDIMENSIONS (approximate) ABCD OPTIONAL PRESSURE GAUGE MODEL 850 SHUT-OFF VALVE DI R E C T I O N O F F L O W MODEL 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) FA L L O F F ( P S I G ) 0 5 10 15 0100200 300 69 104 6.312.6 18.9 FA L L O F F ( k p a ) 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) 50150 250 3.2 9.5 15.8 Calculation for size of 13D expansion tank Minimum Insert data into yellow boxes only Tank Type of antifreeze used Size Propylene Glycol6.0 gallon Glycerine5.2 A.7.5.3.2 One formula for sizing the chamber is as follows. Other methods also exist. where: 11 L = change in antifreeze solution volume (gal) due to thermal expansion 12 S V = volume (gal) of antifreeze system, not including the expansion chamber 35 13 D L = density (gm/ml) of antifreeze solution at lowest expected temperature 1.062 1 1.146 14 D H = density (gm/ml) of antifreeze solution at highest expected temperature 1.016 2 1.103 15 This method is based on the following information: Adjusted where: GivenConverted 19 V EC = minimum required volume (gal) of expansion chamber 3 20 V 0 = air volume (gal) in expansion chamber at precharge (before installation) 3 21 V 1 = air volume (gal) in expansion chamber at normal static pressure 3 22 V 2 = air volume (gal) in expansion chamber at post-expansion pressure (antifreeze at high temperature) 3 23 P 0 = absolute precharge pressure (psia) on expansion chamber before installation 125 4 140 24 P 1 = absolute static pressure (psi) on water (supply) side of backflow preventer 125 4 140 25 P 2 = absolute maximum allowable working pressure (psi) for antifreeze system 175 5 190 26 T 0 = temperature (°R) of air in expansion chamber at precharge 68 6 528 27 T 1 = temperature (°R) of air in expansion chamber when antifreeze system piping is at lowest expected temperature 68 6 528 28 T 2 = temperature (°R) of air in expansion chamber when antifreeze system piping is at highest expected temperature 68 6 528 This equation is one formulation of the ideal gas law from basic chemistry. The amount of air in the expansion chamber will not change over time. The pressure, temperature, and volume of the air at different times will be related in accordance with this formula. The antifreeze in the system is essentially incompressible, so the air volume in the expansion chamber will decrease by an amount equal to the expansion of the antifreeze. It is assumed that there is no trapped air in the system piping, so the only air in the system is in the expansion chamber. This is a conservative assumption, since more air is better. In reality, there will be at least some trapped air. However, only the air in the expansion chamber can be relied upon to be available when needed. At precharge, the chamber will be completely full of air. NFPA 13 (02) 1 Density is based on -100F for 50% propylene glycol and is an estimate of the lowest expected temperature of the mixture in the entire system for a ranch style house. A higher temperature might be expected for a tri-level home. Use density for glycerine under the same conditions 2 Density is based on 1300F for 50% propylene glycol and is an estimate of the highest expected temperature of the mixture in the entire system for a ranch style house. A lower temperature might be expected for a tri-level home. Use density for glycerine under the same conditions 3 It is believed that values for V cancel since the total volume within the chamber does not change 4 The pre-charge pressure will be the same as static pressure at the street or pump churn pressure 5 The maximum allowable working pressure is the same as the maximum listed pressure for the sprinkler heads 6 The temperature chosen is based on expansion tanks installed in heated basements Revised 12/06/05 Calculation for size of 13D expansion tank Minimum Insert data into yellow boxes only Tank Type of antifreeze used Size Propylene Glycol4.5 gallon Glycerine3.9 A.7.5.3.2 One formula for sizing the chamber is as follows. Other methods also exist. where: 11 L = change in antifreeze solution volume (gal) due to thermal expansion 12 S V = volume (gal) of antifreeze system, not including the expansion chamber 26 13 D L = density (gm/ml) of antifreeze solution at lowest expected temperature 1.062 1 1.146 14 D H = density (gm/ml) of antifreeze solution at highest expected temperature 1.016 2 1.103 15 This method is based on the following information: Adjusted where: GivenConverted 19 V EC = minimum required volume (gal) of expansion chamber 3 20 V 0 = air volume (gal) in expansion chamber at precharge (before installation) 3 21 V 1 = air volume (gal) in expansion chamber at normal static pressure 3 22 V 2 = air volume (gal) in expansion chamber at post-expansion pressure (antifreeze at high temperature) 3 23 P 0 = absolute precharge pressure (psia) on expansion chamber before installation 125 4 140 24 P 1 = absolute static pressure (psi) on water (supply) side of backflow preventer 125 4 140 25 P 2 = absolute maximum allowable working pressure (psi) for antifreeze system 175 5 190 26 T 0 = temperature (°R) of air in expansion chamber at precharge 68 6 528 27 T 1 = temperature (°R) of air in expansion chamber when antifreeze system piping is at lowest expected temperature 68 6 528 28 T 2 = temperature (°R) of air in expansion chamber when antifreeze system piping is at highest expected temperature 68 6 528 This equation is one formulation of the ideal gas law from basic chemistry. The amount of air in the expansion chamber will not change over time. The pressure, temperature, and volume of the air at different times will be related in accordance with this formula. The antifreeze in the system is essentially incompressible, so the air volume in the expansion chamber will decrease by an amount equal to the expansion of the antifreeze. It is assumed that there is no trapped air in the system piping, so the only air in the system is in the expansion chamber. This is a conservative assumption, since more air is better. In reality, there will be at least some trapped air. However, only the air in the expansion chamber can be relied upon to be available when needed. At precharge, the chamber will be completely full of air. NFPA 13 (02) 1 Density is based on -100F for 50% propylene glycol and is an estimate of the lowest expected temperature of the mixture in the entire system for a ranch style house. A higher temperature might be expected for a tri-level home. Use density for glycerine under the same conditions 2 Density is based on 1300F for 50% propylene glycol and is an estimate of the highest expected temperature of the mixture in the entire system for a ranch style house. A lower temperature might be expected for a tri-level home. Use density for glycerine under the same conditions 3 It is believed that values for V cancel since the total volume within the chamber does not change 4 The pre-charge pressure will be the same as static pressure at the street or pump churn pressure 5 The maximum allowable working pressure is the same as the maximum listed pressure for the sprinkler heads 6 The temperature chosen is based on expansion tanks installed in heated basements Revised 12/06/05 Page 1 of 2 a company DOCUMENT #:REVISION: WXT-WXTP4/05 Model WXTP Water Thermal Expansion Tank SPECIFICATION SUBMITTAL SHEET FEATURES DIMENSIONS & WEIGHTS (do not include pkg.) MATERIALS APPLICATION ACCESSORIES STANDARDS COMPLIANCE Designed for installation on potable water lines between the backflow preventer or pressure reducing valve and the water heater to protect against water thermal expansion. When system pressure increases, water enters the tank’s bladder which expands into the pre-charged air chamber, keeping system pressure below the relief valve setting. y IAPMO® Listed y NSF® Listed Outer shellHigh Grade Steel CoatingsEpoxy finish (outer shell) Connection Brass (sizes: 8 thru 32) Stainless Steel (sizes: 50V thru 320V) BladderButyl Rubber (FDA approved) A B B C A C WXTP 50V-320VWXTP 8-32 BR4-water pressure reducing valve TP1100A-temperature & pressure relief valve P1000A-pressure relief valve 975XL-reduced pressure backflow preventer Sizes (liters): 8 18 32 50V 75V 120V 165V 320V (V = vertical, free-standing) Maximum working water pressure150 PSI End connections Threaded NPT ANSI B1.20.1 Precharge (adjustable)40 PSI 5 year warranty R U PC NSFR Certified to ANSI/NSF 61 NOTE: Model WXTP tanks are certified to NSF Standard 61 cold, but are suitable for temperatures up to 200°F. in.mmin.mmlbs.kg WXTP-8150 PSIG2.10.84408 1/221611 1/22923/4" MNPT73.2 WXTP-18150 PSIG4.51.84010254153813/4" MNPT104.5 WXTP-32150 PSIG8.53.44012 1/231819 3/164873/4" MNPT156.8 WXTP-50V150 PSIG145.6401640621 11/165511" FNPT3214.5 WXTP-75V150 PSIG208.0401640628 13/167321" FNPT3917.7 WXTP-120V150 PSIG3212.8402153327 13/167061" FNPT6027.2 WXTP-165V150 PSIG4417.6402153336 3/16919 1 1/4" FNPT7232.7 WXTP-320V150 PSIG8534.0402666044 7/161129 1 1/4" FNPT14063.4 TANK SPECIFICATIONS MODEL NUMBER MAXIMUM WORKING PRESSURE TOTAL VOLUME GALLON S ACCEPTANCE VOLUME WEIGHTSYSTEM CONNECTION HEIGHT DIMENSIONS DIAMETER FACTORY PRECHARGE (PSI) NOTE: RELIEF VALVE MUST BE SET AT 150 PSIG MAXIMUM 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 SIZING CHART TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted on the cold water supply and at least 18” from the cold water inlet to the heater. Note: If incoming water pressure is above 40 psi, the precharge pressure of the expansion tank should be adjusted to equal the incoming water pressure, not to exceed 80 psi. MODEL WXTP INSTALLATIONMODEL WXTP INSTALLATION “V” SERIES T&P VALVE DIRECTION OF FLOW HOT WATER HEATER MODEL WXTP HOSE BIBB MODEL BR4 WATER PRESSURE REDUCING VALVE DRAIN MODEL 975XL T&P VALVE DIRECTION OF FLOW HOT WATER HEATER MODEL WXTP HOSE BIBB MODEL BR4 WATER PRESSURE REDUCING VALVE DRAIN MODEL 975XL The Water Thermal Expansion Tank shall be IAPMO® and NSF® Listed. The outer shell shall be high grade steel with exterior coating. The bladder shall be FDA approved butyl rubber and prevent water from contact with shell interior. The assembly shall incorporate a shrader valve for adjustable air precharge and a lead free bronze system connection. The Water Thermal Expansion Tank shall be a WILKINS Model WXTP. SPECIFICATIONS Based upon 100° F temperature rise (40° F to 140° F)X=multiple tanks required (contact your WILKINS Rep) Supply Pressure (psig)203040506080100120150175200 40 88888181818323232 50 88888181818323232 55 88888181818323232 60 888818181818323232 70 888818181818323232 80 888818181832323232 90 88818181832323250V50V 100 8818181832323250V50V50V 110 818181832323250V50V75V75V 120 181832323250V50V50V120V120V120V WATER HEATER CAPACITY (U.S. gal) Supply WATER HEATER CAPACITY (U.S. gal) Pressure (psig)2402602803003504004505006008001000 40 50V50V50V50V50V75V75V75V120V120V165V 50 50V50V50V50V50V75V75V75V120V120V165V 55 50V50V50V50V50V75V75V75V120V120V165V 60 50V50V50V50V50V75V75V75V120V120V165V 70 50V50V50V50V50V75V75V75V120V120V165V 80 50V50V50V50V75V75V75V120V120V165V165V 90 50V50V50V75V75V75V120V120V120V165V320V 100 75V75V75V75V120V120V120V165V165V320V320V 110 120V120V120V120V120V165V165V320V320V320VX 120 165V165V165V320V320V320V320V320VXXX 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 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 55 7 0 0 15 45 3 0 T I M E D E L AY IN SECON D SNUMBER O N D I AL IS APPROXIM A 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 VA C 24 VDC 10 AMPS 2.5 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. • a company DIRECTION OF FLOW WATER METER SHUT-OFF VALVE MODEL BR4 REGULATOR HOSE BIBB HOSE BIBB PRESSURE GAUGE 00180180 140140 100100 6060 2020 8080 120120 160160 200200 psipsi 4040 PRESSURE 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-800C5/05 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 pressure400 PSI WOG Copper connections (FC)ANSI B16.22 MATERIALS Main valve bodyForged brass ( ½"-1") Cast bronze ASTM B 584 (1 ½"-3") BallBrass ASTM B 16, chrome plated Seat & packingTeflon O-ringsBuna 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.mmin.mmin.mmin.mmlbs.kg. 1 /2152 1/8541 5/8413 7/89810.5 3/4202 3/4701 7/8483 7/89810.5 1253 1/2892514 1/211421.0 1 1/2404 7/81242 7/873615273.0 2505 1/21403 1/879615294.0 2 1/2656 3/81623 5/8926152178.0 3806 3/41724 3/8111123052210.0 SIZE WEIGHTS DIMENSIONS (approximate) ABC AHEADOFTHEFLOW™ wwwwww..nniibbccoo..ccoomm RReevviissiioonn 66//11//0033 NIBCO INC. WORLDHEADQUARTERS • 1516 MIDDLEBURYST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECHSERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONALOFFICE 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 SizeABCT-413S-413Master In.mm.In.mm.In.mm.In.mm.Lbs.Kg.Lbs.Kg.Ctn. Qty. ¹⁄₄82.13541.63411.38350.500.230.510.2350 ³⁄₈102.13541.63411.31330.470.220.480.2250 ¹⁄₂152.44621.69431.50380.550.250.550.2550 ³⁄₄202.94751.88481.88480.900.410.880.4050 1253.56902.31592.25571.460.661.480.6730 1 ¹⁄₄324.191062.69682.75702.170.992.221.0120 1 ¹⁄₂404.501142.94751.13792.951.343.001.3610 2505.251333.941003.75954.792.174.872.2110 2 ¹⁄₂*658.002035.061295.0612911.485.2110.484.765 3*809.252356.251596.2515917.537.9615.296.944 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 F67PSI steam Viton Disc (T-413-V). *– Class 150 (433) furnished for these sizes. MATERIALLIST PART SPECIFICATION 1.BonnetBronze ASTM B 62 2.BodyBronze ASTMB62 3.Hinge PinBronze ASTMB 140 Alloy C31400 or B 134 Alloy C23000 4.Disc HangerBronze ASTMB 62 or 304 Stainless Steel ¹⁄₄" thru ³⁄₄"sizes 5.Hanger NutBronze ASTMB 16 6.Disc HolderBronze ASTMB 62 7.Seat DiscWater, Oil or Gas (Buna-N)(W) Steam (TFE)(Y) Bronze ASTMB 62 (B) Viton®(V) 8.Seat Disc NutBronze ASTMB16 or B 62 9.Hinge Pin Plug Bronze ASTMB 140 Alloy C32000 (not shown) *10.Seat Disc WasherASTMB 98 Alloy C65500 or ASTMB103 *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 FlameGuard™ CPVC Fire Sprinkler Piping Products STANDARDS & SPECIFICATIONS PIPE Meets the requirements of ASTM Standard D 1784 for Material and ASTM Standard F 442 for End Product. Listed by NSF for potable water applications. FITTINGS Injection Molded to meet or exceed ASTM Standards F 437, F 438 and F 439, as applicable. Listed by NSF for potable water applications. CEMENT FS5 Cement meets the requirements of ASTM F 493; meets MAX VOC 450 G/L per SCAQMD Rule 1168/316A. Listed by NSF for potable water applications. Spears® Fire Sprinkler Piping Products are Listed by Underwriters Laboratories for use in: Light Hazard occupancies as defined in the Standard for Installation of Sprinkler Systems, NFPA 13; Residential occupancies as defined in the Standard for Installation of Sprinkler Systems up to Four Stories in height, NFPA 13R; Residential occupancies as defined in the Standard for Sprinkler Systems in One and Two Family Dwellings and Mobile Homes, NFPA 13D; and, Air Conditioning and Ventilation Systems, NFPA 90A. LOOK FOR THE UL LISTING MARK ON THE PRODUCT. Spears® Fire Sprinkler Piping Products are also approved by the Loss Prevention Certification Board and Factory Mutual for use in Wet Fire Sprinkler Systems. For detailed information regarding these listings, please call your servicing Spears® Regional Distribution Center. Certified by NSF International. Listed for use with potable water. Listed for use with potable water. DISCOUNT CODE For your convenience, a numeric DISCOUNT CODE is shown for each part in this price schedule. Please refer to Spears® Discount Schedule for the corresponding standard discount. Discounts are NOT the same for all products contained within this Price List. Prices subject to change without notice. Possession of this price schedule shall not be construed as an offer to sell the products listed. Product photographs and drawings are representative and may not fully reflect product configurations. CONFIGURATION DESCRIPTIONS FIPT=Female Iron Pipe Thread MIPT=Male Iron Pipe Thread Socket=Solvent Weld Socket (IPS) Spigot=Spigot End (IPS) SR FIPT=Special Reinforced Plastic Female Iron Pipe Thread NOT FOR USE WITH COMPRESSED AIR OR GAS Page 30of 40Spears Catalog 11/26/2007file://C:\SpearsMFG\FG-1.htm FlameGuard™ CPVC Fire Sprinkler Piping Products RECOMMENDATIONS FOR INSTALLERS AND USERS Plastic piping systems should be ENGINEERED, INSTALLED, and OPERATED in accordance with ESTABLISHED DESIGN AND ENGINEERING STANDARDS AND PROCEDURES for plastic piping systems. Suitability for the intended service application should be determined by the installer and/or user prior to installation of a plastic piping system. All installation and maintenance personnel should be trained in the proper handling and installation requirements and precautions of plastic piping systems. PRIOR TO ASSEMBLY, all piping system components should be inspected for damage or irregularities. Mating components should be checked to assure that tolerances and engagements are compatible. Do not use any components that appear irregular or do not fit properly. Contact the appropriate manufacturer of the component product in question to determine usability. Consult all applicable codes and regulations for compliance prior to installation. Installation must be made in accordance with SPEARS®CPVC FIRE SPRINKLER PIPING PRODUCTS Installation Instructions - FG-3 NOTE - Individual or group instruction in correct solvent welding procedures is available by contacting your local distributor or your servicing Spears® Regional Distribution Center. SOLVENT CEMENT CONNECTIONS - Spears® Manufacturing Company recommends the use of Spears® FS-5 One Step solvent cement for joining Spears® products. Use of solvent cementing products not approved for CPVC fire sprinkler systems or failure to follow installation instructions will automatically void the warranty. THREADED CONNECTIONS - Spears® Manufacturing Company recommends the use of Spears® BLUE 75™ Thread Sealant. This product has been tested by Spears® and the sealant manufacturer for compatibility with the Spears® CPVC fire sprinkler products. Consult the sprinkler head manufacturer before using this product. WARNING: OTHER PIPE JOINT COMPOUNDS OR PASTES MAY CONTAIN SUBSTANCES THAT COULD CAUSE STRESS CRACKING IN THE CPVC OR OTHER FITTING COMPONENTS. Care must be taken to avoid overtorquing - generally 1 to 2 turns beyond finger tight is all that is required to make up a threaded connection. Factory testing has indicated 10-25 ft. lbs. of torque is adequate to obtain a leak free seal. FLANGE MAKE-UP -Once a flange is joined to pipe, the method for joining two flanges is as follows: A.Piping runs joined to the flanges must be installed in a straight line position to the flange to avoid stress at the flange due to misalignment. Piping must also be secured and supported to prevent lateral movement which can create stress and damage the flange. B.With gasket in place, align the bolt holes of the mating flanges by rotating the ring into position. (Consideration should be given to alignment of One-Piece Flange prior to joining with pipe.) C.Insert all bolts, washers (two standard flat washers per bolt), and nuts. D.Make sure the faces of the mating surfaces are flush against gasket prior to bolting down the flanges. E.Tighten the nuts by hand until they are snug. Establish uniform pressure over the flange face by tightening the bolts in 5 ft. lbs. increments according to the sequence shown in Figure 1 following a 180° opposing sequence. F.Care must be taken to avoid "bending" the flange when joining a Spears®flange to a "raised face" flange, or a wafer-style valve. Flange Size Bolt Holes Bolt Diameter Bolt Length Minimum 3/441/22 141/22-1/4 1-1/441/22-1/4 1-1/241/22-1/2 245/83 2-1/245/83-1/4 345/83-1/4 Figure 1 Flange Size Recommended Torque (Ft./Lbs.) 3/4 thru 1-1/212 2 thru 325 CAUTION: Unnecessary overtorquing will damage the flange. Lubricant must be compatible with flange material. Specified minimum bolt lengths are based on the use of two Spears® Flanges, two standard flat washers, standard nut and full faced 1/8" thick grade "E" EPDM full face gasket with a Shore "A" Durometer of approximately 60. Follow recommended bolt torque shown above. Threads should be clean and well lubricated. Actual field conditions, or mating with other brands or accessories, may require variations in these recommendations. Bolts and gaskets are not supplied with flanges. NOT FOR USE WITH COMPRESSED AIR OR GASES WARNING: DO NOT USE COMPRESSED AIR OR GAS TO TEST ANY PVC OR CPVC THERMOPLASTIC PIPING PRODUCT OR SYSTEM, AND DO NOT USE DEVICES PROPELLED BY COMPRESSED AIR OR GAS TO CLEAR SYSTEMS. THESE PRACTICES MAY RESULT IN EXPLOSIVE FRAGMENTATION OF SYSTEM PIPING AND COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 32of 40Spears Catalog 11/26/2007file://C:\SpearsMFG\FG-1.htm