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102119 Lynco Lynde St 4 Remote Calc signedLYNCO FIRE PROTECTION INC.LYNCO FIRE PROTECTION INC.LYNCO FIRE PROTECTION INC.LYNCO FIRE PROTECTION INC. CONTRACTORS – ENGINEERS – INSTALLATION SALES – REPAIRS – INSPECTIONS 19 GRANT AVENUE, BURLINGTON, MA 01803 TEL. ( 781 ) 221 – 0111 FAX. ( 781 ) 229 – 8323 Hydraulic Calculations Hydraulic Overview Job Number: 10-12 (Residential) Report Description: Residential (3rd Floor 4 Remote) Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 11 1190.00 100.00 80.000 77.000Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) BOR 35.718 9.24 55.25 Job System Supplies Check Point Gauges 10-12 (Residential)LARRY ROY 10 Lynde St. Salem, MA. 01970 01 10-12 Lynde St Salem Plan 10-17-19 38913-FP Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 155.25 @ 53.062 Water Supply at Node 11 (1190.00, 0.00, 80.000, 77.000) 0.100gpm/ft² 4.9 K-Factor 13.00 at 7.039 256.00ft² 900.00ft² (Actual 431.38ft²) 4 Density +26.869 (33.6%) Address 3 System Pressure Demand System Flow Demand 53.062 55.25 100.00 0 Number Of Sprinklers Calculated © M.E.P.CAD, Inc.10/21/2019 Page 1AutoSPRINK 2019 v15.1.15.0 1:17:44PM Hydraulic Summary Report Description: Residential (3rd Floor 4 Remote) Job Number: 10-12 (Residential) Node Flow(gpm) Total Hose Streams 100.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 11 79.931 53.062 26.8691190.00100.00 77.00080.000 155.25Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 155.25 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 100.00 Hose Allowance At Source Supplies 3.20gal145.07gal Residential 0.100gpm/ft² 256.00ft² 900.00ft² (Actual 431.38ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 53.062 Volume capacity of Dry PipesVolume capacity of Wet Pipes 5.28 between nodes 11 and 10 Maximum Velocity Under Ground 18.62 between nodes 3 and 2 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System Job Site/Building Salem, MA. 01970 AHJ 38913-FP10 Lynde St. Job State Certification/License NumberJob Name: LARRY ROY10-12 (Residential) Contractor Contractor Number LYNCO Name of Contractor: Lynco Fire Protection Address 1 19 Grant Ave Address 2 Burlington, MA. 01803 Contact Name Contact Title Designer Extension 17 Phone 781-221-0111 FAX 781-229-8323 E-mail brian@lyncofp.com Web-Site Lyncofireprotection.com Lynco Office Address 3 Address 1 Address 2 Drawing Name 01 10-12 Lynde St Salem Plan 10-17-19 System Flow Demand 55.25 Remote Area(s) Address 3 10/21/2019© M.E.P.CAD, Inc.Page 2AutoSPRINK 2019 v15.1.15.0 1:17:48PM Hydraulic Graph Report Description: Residential (3rd Floor 4 Remote) Job Number: 10-12 (Residential) 77.000 @ 1190.00 Residual: Pressure 80.000 Static: Pressure Water Supply at Node 11 Hydraulic Graph Water Supply at Node 11 53.062 @ 55.25 53.062 @ 155.25 Available Pressure at Time of Test 79.931 @ 155.25 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc.10/21/2019 Page 3AutoSPRINK 2019 v15.1.15.0 1:17:50PM Hydraulic Graph Report Description: Residential (3rd Floor 4 Remote) Job Number: 10-12 (Residential) N/A Residual: Pressure N/A Static: Pressure BOR Hydraulic Graph BOR 35.718 @ 55.25 35.718 @ N/A Available Pressure at Time of Test N/A System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc.10/21/2019 Page 4AutoSPRINK 2019 v15.1.15.0 1:17:50PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (3rd Floor 4 Remote) Job Number: 10-12 (Residential) Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.36 13.00 4.9 7.429 Sprinkler 103 14.22 13.00 4.9 8.427 Sprinkler 104 14.67 13.00 4.9 8.958 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/21/2019 Page 5AutoSPRINK 2019 v15.1.15.0 1:17:52PM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Residential (3rd Floor 4 Remote) Job Number: 10-12 (Residential) 11 -5'-0 S 53.062 55.25 101 35'-6 Spr(-7.039)7.039 13.00 102 35'-6 Spr(-7.429)7.429 13.36 103 35'-6 Spr(-8.427)8.427 14.22 104 35'-6 Spr(-8.958)8.958 14.67 1 36'-0 T(5'-0), Tr(1'-0)7.389 2 36'-0 C(5'-0), Tr(1'-0)10.437 3 36'-0 T(5'-0)17.206 4 18'-0 E(9'-0)32.170 5 14'-6½CV(15'-0)34.330 6 12'-6 E(3'-6¾), BOR 35.718 7 12'-6 BFP(-5.787)41.545 8 12'-6 fE(4'-3¾)41.686 9 9'-0 T(10'-0)43.626 10 9'-0 E(9'-0)44.280 12 36'-0 T(5'-0), Tr(1'-0)8.952 © M.E.P.CAD, Inc.10/21/2019 Page 6AutoSPRINK 2019 v15.1.15.0 1:17:54PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 10-12 (Residential) Report Description: Residential (3rd Floor 4 Remote) • • • • • Route 1 • • • • • Pf Pe Pv DR 1.1010 13.00 4.38 0.030666 10'-6 0.567 101 35'-6 13.00 4.9 7.039 8'-0 -0.217 1 36'-0 7.389 18'-6 150 Sprinkler, E(7'-0), Tr(1'-0) Pf Pe Pv BL 1.1010 26.36 8.88 0.113363 18'-10½3.047 1 36'-0 13.36 7.389 8'-0 2 36'-0 10.437 26'-10½ 150 Flow (q) from Route 2 3Tr(1'-0), T(5'-0) Pf Pe Pv FR 1.1010 55.25 18.62 0.445769 9'-2¼6.769 2 36'-0 28.89 10.437 6'-0 3 36'-0 17.206 15'-2¼ 150 Flow (q) from Route 3 Tr(1'-0), T(5'-0) Pf Pe Pv FR 1.5980 55.25 8.84 0.072643 28'-7 7.161 3 36'-0 17.206 70'-0 7.803 4 18'-0 32.170 98'-7 150 4E(9'-0), 3T(8'-0), 2Tr(1'-0), C(8'- 0) Pf Pe Pv FR 2.1570 55.25 4.85 0.035689 3'-5½0.659 4 18'-0 32.170 15'-0 1.501 5 14'-6½34.330 18'-5½ 100 CV(15'-0) Pf Pe Pv FR 2.0670 55.25 5.28 0.043921 2'-0¼0.509 5 14'-6½34.330 9'-6¾0.879 6 12'-6 35.718 11'-7 100 BV(6'-0), E(3'-6¾), BOR Pf Pe Pv BL 2.0670 55.25 5.28 0.031347 1'-3½5.827 6 12'-6 35.718 7 12'-6 41.545 1'-3½ 120 BFP(-5.787) Pf Pe Pv BL 2.1570 55.25 4.85 0.025471 1'-2½0.140 7 12'-6 41.545 4'-3¾ 8 12'-6 41.686 5'-6¼ 120 fE(4'-3¾) Pf Pe Pv FR 2.0670 55.25 5.28 0.031347 3'-6 0.423 8 12'-6 41.686 10'-0 1.517 9 9'-0 43.626 13'-6 120 T(10'-0) Pf Pe Pv MS 1.5980 55.25 8.84 0.072643 0'-0 0.654 9 9'-0 43.626 9'-0 10 9'-0 44.280 9'-0 150 E(9'-0) Pf Pe Pv FR 2.0670 55.25 5.28 0.031347 71'-3 2.704 10 9'-0 44.280 15'-0 6.078 11 -5'-0 53.062 86'-3 120 2E(5'-0), GV(5'-0), S 155.25 100.00 Hose Allowance At Source 11 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.1010 13.36 4.50 0.032235 0'-6 0.177 102 35'-6 13.36 4.9 7.429 5'-0 -0.217 1 36'-0 7.389 5'-6 150 Sprinkler, T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.1010 14.22 4.79 0.036221 12'-6 0.743 103 35'-6 14.22 4.9 8.427 8'-0 -0.217 12 36'-0 8.952 20'-6 150 Sprinkler, E(7'-0), Tr(1'-0) Pf Pe Pv BL 1.1010 28.89 9.74 0.134352 6'-0½1.484 12 36'-0 14.67 8.952 5'-0 2 36'-0 10.437 11'-0½ 150 Flow (q) from Route 4 C(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.1010 14.67 4.94 0.038330 0'-6 0.211 104 35'-6 14.67 4.9 8.958 5'-0 -0.217 12 36'-0 8.952 5'-6 150 Sprinkler, T(5'-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.10/21/2019 Page 7AutoSPRINK 2019 v15.1.15.0 1:17:57PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 10-12 (Residential) Report Description: Residential (3rd Floor 4 Remote) Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc.10/21/2019 Page 8AutoSPRINK 2019 v15.1.15.0 1:17:57PM