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100617-CFP640-Calculation-unit 72 3rd-River Rock Townhouse4119 Job [Hydraulic Overview ob hurr or 640 Job Aar River Rock Residences A.m.nt Townhouses 72-82 Boston Street Salem. MA System T Ph. .A, Jobs onn.,ry 0.100gpm/ft2 Mnr O.m.,Mvr. sorNMr Data 5.6 K-Factor 24.00 at 18.367 Cov.r... P.r S.mkl., 240.00ft2 S *' ur. Da.n.rb 62.426 T.tai Dam. 9. Now 10 4 99 199.51 @ 62.426 Supplies Ncde Name Flow(opml Hose Flowlapml $taticlpsil Resduallpst 1 Water Supply 1106.00 100.00 72.000 70.000 100217-CFP640-FP-Plan-Townhouse Chec Job Number 640 - Area 1 - Unit 72 3rd .•ter,,rr •+o�irpuvn r[esiaennal (1- Unit 72) 00.00ft2 In rr ynwr BD IFAX C.rUc.11on1.rwnw kyrrt., ta13 .bnp (Actual 451.65ft2) V..m. 0.00 r 01 Sprnhl.n C.kWel.. Fb. Dam.,o ,51 . a..uk 89 (13.2%) k Point Gauges Ident Fier Pressure(o$I) K-Factor(Kl Flow(opm). BOR 53.797 13.57 AM &IA E p:'I I l° 1ON N k . 46878 9F 4ve yG —4 �, 99.51 H �b 1‘*1 uti © M.E.P.CAD. Inc. . AutoSPRINK® 12 v12.0.61.0 Water Supply at Node 1 (1106.00, 0.00, 72.000, 70.000) n N to w 10 8 7 60 50 40 30 20 10 0 0 r51withhosestreams Pressure 72.000 1106.00 ! 70.00 m demand curve 31 E. iimi11III11l IIt111111 111111/11 111111111 111111111 111111 1 11 t 11 1 11 1 1 1 1 1, 1 1 1. 1 i 501 WO 1250 1500 1750 2000 2250 Water flow, gpm 2500 10/5/2017 11'17:46AM a;,,e 501 WO 1250 1500 1750 2000 2250 Water flow, gpm 2500 10/5/2017 11'17:46AM a;,,e [Hydraulic Summary Job J. SW. . 640 Job Number: 640 - Area 1 - Unit 72 3rd Report Description: Residential (1- Unit 72) Job Non, River Rock Residences Aw4oeel Townhouses Dov, Cnpn..• TBD Sta. GNc,ton;LCcenu NuTte, ANl 72-82 Boston Street A � ssJ Salem, MA System Job Saoaubp 100217-CF P640-FP-PIa n-Town house Mo.t INI,AAAItna Sprinkle. O.le 5.6 K-Factor 24.00 at 18.367 No.. M rAonco M Sourco 100.00 Aaaaronet Nos, SuppWs Remote Area(s) o«„panc, Residential a0.100gpm/ft Node Flow(opm) Tolal Nou Sbtema 100.00 Syewm !bw DwelM 99.51 M..,m..en Ransom UrOolonco M Loops 0.000 Moorrton Vweaty Abo . Ground 10.75 between nodes 60 and 64 mwonvm V.bep UM., G,euna 2.20 between nodes 31 and 34 Volume ...wiry.. WA Rps. 1878.29ga1 Supplies Node 1 Tool YOtw Rtp,,,ta lI dvdmp NOM Abwanp.l 199.51 Volvo. eop.cey of thy AP. 66.70gal Name Water Supply Hose Flow 1 Static (Pm) (psi) 100.00 72.000 Numb.. Ol Sonokbn CakWw.y 4 me s,R. Area 1 - Unit 72 3rd Moo of Apgc,ton 900.00ft' (Actual 451.65ft') Cowna Poe Sot..., 240.00ft' ANIoP.ak R.w*t Rostweo Romeo M.alsl Moan. To Most R..not. An. Residual Flow (Psi) (Om) 70.000 I 1106.00 Available ▪ T• otal Demand (psi) (qpm) 71.916 I 199.51 Required (psi) Safety Margin (psi) J.YOJ Contractor Cont.ne, Nm,., 28 m.lIConf e.a, a Difava Fire Protection AGwosst 4 Sheridan Road Aawess ) Wilmington, MA Coma Nam. Bob Difava Phone FAX Ta. Extensbn Enrol 0_, ® M.E.P.CAD, Inc. AUtOSPRINI<® AutoSPRINK® 12 v12.0.61.0 10/5/2017 11.17•47AM Page 2 444 [Hydraulic Graph 100 70 g. 50 z to 10 ram.. G.._. 99.51 62.426 199.51 with hose streams I curve— Water Supply at Node 1 II1111lull I111 I11111I 11 111111111 11111111 11111111 250 500 750 1000 1250 1500 1750 Water flow, gpm Job Number: 640 - Area 1 - Unit 72 3rd r . �_✓..� �l.a„II. r ioennal (1- unit 7 2000 2250 2500 Water Supply at Node 1 Shoe Preis✓e 72.000 Resactual. Prea,✓e 70.000 @ 1106.00 •6.4 . oe,ew.I r.,,, m Us/ 71.916 @ 199.51 Daisa 11,, 12/7/2016 62.426 @ 99.51 s:•/.m :�.�.. io-.ao.E �.e,e.w.»K. so,.✓ 62.426 @ 199.51 11,0,3a1 ES,.bo Level with BOR Boston Street [M ® M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 105;2017 11 1.7 48AM Page 3 b [Hydraulic Graph 100 90 80 70 60 50 30 20 10 BOR Job Number: 640 - Area 1 - Unit 72 3rd Rennrt Residential (1- Unit 721 S atic Pressure 72.000 1106.00 70.000 99.51 I@ 53.797 199.51 with hose streams -S /stem demand curve 111111 111111111 0 0250 500 750 Y.r.Jc Gm. BOR St.x ROM,. N/A 111111111 111111111 111111111 1000 1250 I l 1 1 1 1 1 1 1 1500 11 1' 1 1 1 1 1 1750 Water flow, gpm 2000 1 1 1 1 1 2250 2500 X..gw1Pr...urs N/A Am.i.W P...,.. rl.—.r Teal N/A 53.797 @ 99.51 53.797 @ N/A [M, ® M.E P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11:17•48AM Page 4 {Summary Of Outflowing Devices Device Sprinkler Sprinkler Sprinkler 101 102 103 Sprinkler 104 Actual Flow (APm) 24.00 24.39 25.44 25.67 Minimum Flow (9Pm) 24.00 24.00 K-Factor (K) 5.6 5.6 Pressure (Psi) 18.367 18.974 Job Number: 640 - Area 1 - Unit 72 3rd Report Description: Residential (1- Unit 72) 24.00 24.00 5.6 5.6 20.642 21.021 Most Demanding Sprinkler Data h1 w� M.t.r.(;AU, inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11 17 50AM Page 5 [Node Analysis Node 1 Elevation(Foot) 2'-0 Fittings S Pressure(psi) 101 102 38.-1 103 104 2 31 34 36 37 38 39 42 46 49 51 54 55 57 60 61 38.-1 38.-1 38'-1 -5.-0 -5.-0 3'-9% 3'-9 % 9'-3 9'-3 9'-3 3'-9% 9'-3 9'-3 10.-5% 19.-0 29.-0 29.-0 29.-0 29.-0 64 38.-1 Spr(-18.367) Spr(-18.974) Spr(-20.642) 62.426 18.367 Job Number: 640 - Area 1 - Unit 72 3rd Report Descnption: Residential (1- Unit 72) Discharge(gpm) Spr(-21.021) T T(36.-7%) LtE(7.-10 %) T(26.-4), BOR PO(3.-6%) PO(3.-6%) LtE(5'-6) T(14.-4%) CV(19'-23%) P0(16.-5%) cplg(2'-0) T(5.-0) T(5.-0), Tr(1-0) T(5.-0), Tr(1'-0) T(8.-0). Tr(1'-0) T(5.-0). Tr(1'-0) T(5.-0), Tr(1'-0) [M� ® M.E.P.CAD, Inc. J AutoSPRINK® 12 v12.0.61.0 18.974 20.642 21.021 65.461 65.461 99.51 24.00 24.39 25.44 25.67 53.826 53.797 51.088 51.431 51.328 53.797 46.871 46.851 46.001 41.323 26.906 27.650 30.284 28.784 21.602 10/5/2017 11 17 51AM Page 6 46.001 46.851 2.6350 87.72 5.16 120 49 9'-3 46 46.851 9'-3 FM 2.6350 46.871 46 9'-3 37 9'-3 11 [Hydraulic Analysis Pipe Type Downstream Upstream v Route 1 BL Diameter Elevation Flow Discharge Velocity HWC K-Factor Pt 101 55 29-0 BL 55 57 1.1010 24,00 8.09 150 38.-1 24.00 5.6 18.367 26.906 150 26.906 27.650 BL 1.3940 48.39 10.17 150 57 29'-0 24.39 + 25.59 + 24 61 29'-0 27.650 1.3940 29.-0 29.-0 BL 1.5980 48.39 61 29.-0 60 29.-0 BL 2.0030 99.51 28.784 7.74 150 28.784 30.284 60 29.-0 51.12 54 19.-0 BL 2.4230 99.51 54 19.-0 51 10'-541.323 °/. 46.001 FM 2.6350 99.51 5.85 120 51 10.-5% 49 9'-3 FM 10.13 150 30.284 41.323 99.51 5.85 120 11.79 + 11.95 + 11 46.871 51.088 BL 1.0490 8.07 37 9'-3 38 9'-3 FM 3.2600 8,07 38 9'-3 42 3'-9% 2.99 100 51.088 51.431 0.31 100 51.431 53.797 FM 4.2600 8.07 0.18 120 42 3'-9% 53.797 36 3'-9% 53.797 FM 4.2600 99.51 2.24 120 36 3'-9% 91.44 + 92.71 + 91 53.797 34 3.-9 %: UG UG 24.00 5.05 24.77 6.92 150 53.826 2 5,-0 65.461 65.461 T UG 8.5500 99.51 0.56 140 0.000070 2 -5'-0 Job Number: 640 - Area 1 - Unit 72 3rd Report Description: Residential (1- Unit 72) rrlcuon Loss Length Pressure Summary Pn Fittings Eq. Length Total Length 0.095336 Pf 4.600 Pe 3.938 Sprinkler, 4E(7'-0), T(5.-0). Tr(1'-0) 14.-3 34.-0 0.030213 48'-3 Pv Pf 0.745 Pe Flow (q) from Route 2 2E(8'-0), Tr(1'-0) 7'-7'/. 17'-0 0.110576 24.-7'/. Pv Pf 1.134 Pe Pv Flow (q) from Route 2, Flow (q) from Route 2 and 3, Flow (q) from Route 2 and 3 and 3 2Tr(1'-0) 8'-3 2'-0 10.-3 0.056860 10.-4% Pf 1.500 Pe 2T(8'-0) 16.-0 26'-4% Pv 0.071820 28.-4 Pf 6.703 Pe 4.335 Flow (q) from Route 3 3E(11'-0), 3T(10'-0), Tr(2'-0) 65.-0 93'-4 Pv 0.028420 8'-6'/. Pf 0.981 Pe 3.697 2E(12'-0), cplg(2'-0) 26'-0 34.-6'/. Pv 0.028544 5'-7% Pf 0.317 Pe 0.533 LtE{5' 6) 5.-6 11'-1'/. Pv 0.022605 0'-103'. Pf 0.020 Pe 0'-10% Pv 0.028544 110'-8'/. Pf 4.217 Pe Pv Flow (q) from Route 5. Flow (q) from Route 5 and 5, Flow (q) from Route 5 and 5 and 5 BV(9'-7%.). 2LtE(5'-6), T(16-5'/.) 37.-0% 147.-9 0.033987 2'-11'/. Pf 0.342 Pe 0.000 PO(3.-6%) PO(3'-6%) 7'-1 % 10.-0'/. Pv 0.000136 9'-9'/. 47'-11 57'-8% Pf 0.008 Pe 2.358 Pv 3L1E(4'-9%). DPV(9'-7), BV(9'-7). T(14'-4%) 0.000026 1'-7% Pf 0.000 Pe BOR 1'-7% Pv 0.002751 2'-73'. Pf 0.029 Flow (q) from Route 6. Flow rn1 from Route 6 and 6, Flow (q) from Route 6 and 6 and 6 and 6 LtE(7'-10%) 0.001976 4.3000 99.51 2.20 140 34 3'-934 31 53.826 5-0 65.461 BFP(-7.500), LtE(11.-0), PIV(3'-8). T(36.-7'%) 20.8400 99,51 31 0.09 140 0.000001 5'-0 2'-0 1 tie Route 2 65.461 62.426 Water Supply 100.00 Hose Allowance At Source 199.51 SP 1.1010 24.39 8.22 150 0.098246 102 38.-1 24.39 5.6 18.974 57 29._0 Sprinkler, 27.650 3E(7'-0), 2T(5'-0) Route 3 BL 1.1010 25.44 8.57 150 0.106209 103 38.-1 25.44 5.6 20.642 Sprinkler. 64 38'-1 BL 21.602 E(7'-0), Tr(1'-0) 1.3940 51.12 10.75 150 0.122368 64 60 lib Route 4 38.-1 25.67 29'-0 10'-6'/. 110.-0 51.-334 161.-3'/. 41.-4'/. 41.-4Y. 7'-0 7'-0 Pv Pf 7.819 Pe 3.816 Pv Pf 0.000 Pe Pv Pf 0.000 Pe -3.035 Pv 17.-2% Pf 4.738 31.-0 Pe 3.938 48.-2'/. Pv 21.602 Flow (q) from Route 4 30.284 3E(8'-0). Tr(1'-0) 1'-0% 8'-0 9'-0% 13.-9'/. 25.-0 38'-9Y. Pf 0.960 Pe Pv Pf 4.744 Pe 3.938 Pv [M, ® M.E.P.CAD, Inc. dAutoSPRINKO 12 v12.0.61.0 10/5/2017 11 17 52AM Page 7 [Hydraulic Analysis Pipe T1 Downstream Upstream BL 104 38.-1 25.67 64 38'-1 utameter Elevation Flow Discharge MS 49 46 Route 5 Route 6 FM 1.1010 25.67 2.6350 9'-3 Velocity HWC K-Factor Pt Pn 8.65 150 5.6 21.021 21.602 Friction Loss Fittings 0.108009 Sprinkler. T(5.-0) Job Number: 640 - Area 1 - Unit 72 3rd 2) rceslaenaal (1- Unit 1 Length Eq. Length Total Length 0'-4'/. 5'-0 5'-4% Pressure Summary Pf 0.582 Pe Pv 11.79 2.6350 91.44 37 9'-3 39 9'-3 FM 4.2600 91.44 39 9'-3 36 3'-9Yx 0.69 120 46.851 46.871 0.000552 PO(16.-5%) f(-0.000). CV(19'-2'/.) 0'-7 35'-8'/. 36'-3'/. Pf 0.020 Pe Pv 5.38 120 51.088 51.328 2.06 120 51.328 53.797 0.024412 LtE(5'-6) 0.002353 2f(-0.000), BV(15'-9%), T(26'-4), BOR 4'-4 5'-6 9'-9'/. 4'-10 42'-1'/. 46.-11 % Pf 0.240 Pe Pv Pf 0.111 Pe 2.358 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) AO BL CM DN DR DY FM FR MS OR RN SP ST UG Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter Pipe Type Legend Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground felts t: DPAn i..,. Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv 4.87 = Factor Units Legend C Value Multiplier Value Of C Multiplying Factor 100 0.713 130 1.16 140 1.33 150 1.51 Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaiV 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 Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee 9 Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap AutoSPRINKO 12 v12.0.61.0 10/5/2017 11 17 52AM Page 8 [Riser Tag Job River Rock Residences Townhouses 72-82 Boston Street Salem, MA Job Number 640 - Area 1 - Unit 72 3rd Report Description. Residential (1- Unit 7� Design Basis Occupancy: Residential Total Sprinklers: 189 Number Of Sprinklers Calculated: 4 K-Factor: 5.6 Orifice Size: 0 Design Density: 0.100gpm/ft2 Average Density: 0.958gpm/ft2 Area of Application: 900.00ft2 (Actual 451.65ft2) Demand At Base Of Riser (BOR) Total Demand Flow(gpm): 99.51 Pressure(psi): 53.797 Water Supply Information At Time Of Design Static Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): Total Demand Flow(gpm): Total Demand Pressure(psi): 72.000 70.000 1106.00 199.51 62.426 m.t.1".1,Au. Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11:17:53AM Page 9