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100617-CFP640-Calculation-unit 72 2nd-River Rock TownhouseHydraulic Overview Job Number: 640 - Area 2 - Unit 72 2nd Report Description: Residential (1- Unit 72 2nd Job J. „rr , 640 asap [nap••, TBD Job basso River Rock Residences Phone FAX AJd•ss , Townhouses SD* aMAWe,ulra•pW Nos.*, AOOr•ss 2 72-82 Boston Street MO A4moss 3 Salem. MA Fos &1*9rr ding System an.,, 0.100gpmlft' Nk>n el Appeb 900.00ft' (Actual 330.59ft') Masi Demenpma Sot*. au 5.8 K-Factor 24.00 at 17.122 Nos* SO•em• 100.00 Coen.• Per SonnYM, 240.00ft2 Numb, OI Sp,MYkrs Cokulo,o4 4 63.137 100.89 WI apunp 200.89 @ 63.137 brassioa Result +8.778 (12.2%) Supplies Check Point Gauges Flow(gpml HoseFlowtapml Static(psit Residual(psil IdenVer Pressuretpsll K-FactortK1 Flow(opm). Node Name 1 Water Supply 1106.00 100.00 72.000 70.000 BOR 54.565 13.66 100.89 0 'fit i PI 100217-CFP640-FP-Plan-Townhouse Water Supply at Node 1 (1106.00, 0.00, 72.000, 70.000) a AA Pressure, psi 0 0 0 $ 8 0 0 0 0 E �1IIfltIIhlIlI!u,lIIIIIItIlIIIIttIIItLItIlIItlL!III!IIILi 1I!IlIlIIt�ttJt!ItIItt!IlJI111t11Id r rT, Static Pressure 72.000 }• ` 1106.00 @ 70.001 -200.89 with hose streams System demand curve 1111. mom [ilium 111/11111 111/11111 111111111 11111 111 11 11 11 111 1 11 1 1 1 1 1 1 I 1— U V 015010001250 1500 1750 2000 2250 2500 Water flow, gpm (h_A,0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11 17 55AM Page 1 Hydraulic Summary Job Number: 640 - Area 2 - Unit 72 2nd Report Description: Residential (1- Unit 72 2nd Job Job Numb. 640 C.epn E3g ..r TBD Job Name River Rock Residences Slaw CortNu . liconao NumW. Mete" 1 Townhouses 04.1.1 IWNo>L 2 72-82 Boston Street Job 54w8u+Mmy M4.oss 3 Salem, MA Chiming Name 100217-CFP640-FP-Plan-Townhouse System Remote Area(s) Mott Gom4m.14534S14h Cam 5.8 K-Factor 24.00 at 17.122 Oeau Residential Senn Area 2 - Unit 72 2nd Nose Mow.. At Seur4. 100.00 Contnv 0.100gpm/ft2 A,.a of Kg .... 900.00ft' (Actual 330.59ft') A.R..l now SU.F..% Node Flow(opm) Numbs 015Prmder. Col..on 4 Cov hog. Per SD.eNM( 240.00ft2 AotoPen8 Roaollo R ootuw Fog Row. N.N11MMcon1 To M. R.mol. Nell %YI Now Sbaarm 100.00 5ysam Flow Domani 100.89 Taal Vul., Reguue4 Rn344ng Now Alo..anp1 200.89 M..rmum P.ww,. Unbalance M Loops 0.000 Ma.vnum Velo4.ly Abow. G,onna 21.21 between nodes 61 and 58 a.rmun Win., Under G,ov,e M 2.23 between nodes 31 and 34 Vo4me cw.cey of NMI Apt 1878.29ga1 V4L.rmo capc0y or pry Pq.t 66.70gal Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (qpm) Available Total Demand (psi) @ (qpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 72.000 70.000 1106.00 71.915 200.89 63.137 8.778 Contractor Contra., Numb.. 28 Contact Nam. Bob Difava Com. roe Mom* a Conbuea, Difava Fire Protection Pnop E.wmrw. Moots 1 4 Sheridan Road FAX Address 2 Wilmington. MA lr011 AM*. 4 VMb54e L 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11:17 56AM Page 2 Hydraulic Graph Job Number: 640 - Area 2 - Unit 72 2nd Water Supply at Node 1 100 90 -- 60 — 70 Static Pressure 72.000 106.20 @ 70.000 @ 63.137 60 }100.89 200.89 with hose streams Q. 50 _ g fN N N a` 40 _ _ _ - - 30 JSystem demand curve 20 10 0 imilliII,,U rip III ii,ii III II mill 11 1 11 ( I I t I 1 1 1 1 1 1 1 1 1 I l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 °25O 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm ntsa G,a„ - rouwWater Supply at Node 1 Sack. Reset. 72.000 oaqul Pra.au,a 70.000 @ 1106.00 ,sable Rosso.. at fans of top 0.. of rep 71.915 @ 200.89 12/7/2016 .,tem .,pn, «.tan 63.137 @ 100.89 Boston Street .., r_ ,pep noao ANN.. of 9e..6 ,raeant Ebvotan 63.137 @ 200.89 Level with BOR ® M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 Hydraulic Graph Job Number: 640 - Area 2 - Unit 72 2nd • BOR 100 Pressure, psi D o o 8 $ 8 8 0 `8 i 1,111,„ „ 11 „ „ 1,1,H,1111111,„ „ !1 1 „ ,,1,,I,i i11 11I,!m1,,,1t „ „ „,. 1,,,,,„ " Im11,,,, Static .7"'"1re-H Pressure 72.000 70.000 .1 @ 100.89 200.89 @ 54.565 with hose streams System demand curve �1111111111111111111111111111 1 I II1111 1 1 1 1111111 11111111 I I I 111 I I I I I I I I I I I I I I f 1 I I 250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hydmanak Gnpn BOR Sulk limo,* N/A Residual Prams. N/A Rve4tle Reissue N Tens el Tose N/A S,wn G,.s++ 54.565 ® 100.89 5,vem Gemva ,vaupry mesa AM& •a Seam, 54.565 t N/A .E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 10/5,12017 11 17 57AM Page 4 115 Summary Of Outflowing Devices Device ' Sprinkler Sprinkler Sprinkler 201 202 203 Actual Flow m 24.00 24.77 25.59 Minimum Flow loom) 24.00 K-Factor 5.8 Report Pressure si 17.122 Job Number: 640 - Area 2 - Unit 72 2nd Description: Residential (1- Unit 72 2nd) 24.00 5.8 18.235 24.00 5.8 19.462 Sprinkler 204 26.54 24.00 5.8 20.933 & Most Demanding Sprinkler Data L, ® M.E.P.CAD. Inc. :W AutoSPRINK® 12 v12.0.61.0 10/5/2017 11 17 59AM Page 5 Node Analysis Job Number: 640 - Area 2 - Unit 72 2nd Report Description: Residential (1- Unit 72 2nd) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 2'-0 S 63.137 100.89 201 28'-6 Spr(-17.122) 17.122 24.00 202 28'-6 Spr(-18.235) 18.235 24.77 203 28'-6 Spr(-19.462) 19.462 25.59 204 28'-6 Spr(-20.933) 20.933 26.54 2 -5'-0 T 66.171 31 -5'-0 T(36'-7'/.) 66.171 34 3'-9% LtE(7'-10%) 54.595 36 3'-91/2 T(26'-4), BOR 54.565 37 9'-3 PO(3'-6%) 51.848 38 9'-3 PO(3.-6%) 52.199 39 9'-3 LtE(5'-6) 52.093 42 3'-9% T(14'-4%) 54.565 46 9'-3 CV(19'-2%) 47.522 49 9'-3 PO(16'-5°%) 47.501 51 10'-534 cpig(2'-0) 46.643 54 19'-0 T(5'-0) 41.939 55 29'-0 T(5'-0), Tr(1'-0) 18.574 57 29.-0 T(5'-0), Tr(1'-0) 21.339 58 29'-0 T(5.-0), Tr(1'-0) 22.480 60 29'-0 T(8'-0) 30.728 61 29.-0 T(5'-O), Tr(1'-0) 24.888 M.E.P.CAD, Inc. 41 AutoSPRINKO 12 v12.0.61.0 10/5/2017 11 17 59AM Page 6 Hydraulic Analysis Job Number: 640 - Area 2 - Unit 72 2nd Report Description: Residential (1- Unit 72 2nd) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings .+ Route 1 DR 1.1010 24.00 8.09 150 0.095336 8'-6 Pf 1.668 201 28'-6 24.00 5.8 17.122 Sprinkler. 9'-0 Pe -0.217 55 29'-0 18.574 E(7'-0).2Tr(1'-0) 17.-6 Pv BL 1.3940 48.77 10.25 150 0.112163 7'-7% Pf 2.765 55 29'-0 24.77 18.574 Flow (q) from Route 2 17'-0 Pe 57 29.-0 21.339 2E(8'-0), Tr(1'-0) 24.-7% Pv BL 1.3940 74.35 15.63 150 0.244755 3'-8 Pf 1.141 57 29'-0 24.39 + 25.59 + 24 21.339 Flow (q) from Route 2 and 3. 1-0 Pe 58 29'-0 22.480 Flow (q) from Route 2 and 3 and 4'-8 Pv 3 Tr(1'-0) BL 1.3940 100.89 21.21 150 0.430465 4'-7'/. Pf 2.408 58 29.-0 26.54 22.480 Flow (q) from Route 4 1'-0 Pe 61 29.-0 24.888 Tr(1'-0) 5'-7% Pv BL 1.5980 100.89 16.14 150 0.221350 10.-4% Pf 5.840 61 29'-0 24.888 16'-0 Pe 60 29'-0 30.728 2T(8'-O) 26'-4% Pv BL 2.0030 100.89 10.27 150 0.073674 28'-4 Pf 6.876 60 29.-0 51.12 30.728 Flow (q) from Route 3 65.-0 Pe 4.335 54 19.-0 41.939 3E(11'-0), 3T(10'-0), Tr(2'-0) 93'-4 Pv BL 2.4230 100.89 7.02 150 0.029154 8'-6'%. Pf 1.007 54 19.-0 41.939 26'-0 Pe 3.697 51 10.-5% 46.643 2E(12'-0), cplg(2'-0) 34'-6%. Pv FM 2.6350 100.89 5.94 120 0.029281 5'-7'%. Pf 0.325 51 10'-5'/. 46.643 5.-6 Pe 0.533 49 9'-3 47.501 LtE(5'-6) 11.-1 %. Pv FM 2.6350 88.94 5.23 120 0.023188 0'-10'% Pf 0.021 49 9'-3 47.501 Pe 46 9'-3 47.522 0'-10%x Pv FM 2.6350 100.89 5.94 120 0.029281 110'-8'/. Pf 4.326 46 9'-3 11.79 + 11.95 + 11 47.522 Flow (q) from Route 5 and 5, 37.-0'/. Pe 37 9'-3 51.848 Flow (q) from Route 5 and 5 and 147'-9 Pv 5 BV(9'-7'/.). 2LtE(5'-6). T(16.-5%) BL 1.0490 8.18 3.04 100 0.034864 2'-11% Pf 0.351 37 9'-3 51.848 PO(3'-6%) 7'-1'/: Pe 0.000 38 9'-3 52.199 PO(3.-6%) 10.-0'/. Pv FM 3.2600 8.18 0.31 100 0.000139 9'-9'/. Pf 0.008 38 9'-3 52.199 47.-11 Pe 2.358 42 3'-9% 54.565 3LtE(4'-9%). DPV(9'-7), BV(9'-7), T(14.-4%) 57'-8%, Pv FM 4.2600 8.18 0.18 120 0.000027 1'-7'/. Pf 0.000 42 3'-9% 54.565 Pe 36 3'-9'!. 54.565 BOR 1'-7'/. Pv FM 4.2600 100.89 2.27 120 0.002822 2'-7'/. Pf 0.030 36 3'-9'/: 91.44 + 92.71 + 91 54.565 Flow (q) from Route 6 and 6. 7'-10% Pe 34 3'-9% 54.595 Flow (q) from Route 6 and 6 and 10.-6%. Pv 6 and 6 LtE(7'-10'/.) UG 4.3000 100.89 2.23 140 0.002027 110.-0 Pf 7.760 34 3'-9% 54.595 51.-3'/. Pe 3.816 31 -5.-0 66.171 BFP(-7.433), LtE(11'-0), PIV(3'-8), T(36.-7%) 161'-3'/. Pv UG 20.8400 100.89 0.09 140 0.000001 41.-4%. Pf 0.000 31 -5'-0 66.171 Pe 2 -5'-0 66.171 T 41.-4'/. Pv UG 8.5500 100.89 0.56 140 0.000071 7'-0 Pf 0.000 2 -5.-0 66.171 Pe -3.035 1 2'-0 63.137 Water Supply 7'-0 Pv 100.00 Hose Allowance At Source 1 200.89 v Route 2 DR 1.1010 24.77 8.35 150 0.101052 0'-6 Pf 0.556 202 28'-6 24.77 5.8 18.235 Sprinkler. 5'-0 Pe -0.217 55 29.-0 18.574 T(5'-0) 5'-6 Pv we Route 3 DR 1.1010 25.59 8.62 150 0.107328 6.-6 Pf 2.094 203 28'-6 25.59 5.8 19.462 Sprinkler. 13'-0 Pe -0.217 57 29'-0 21.339 E(7'-0), Tr(1'-0), T(5.-0) 19'-6 Pv r Route 4 6tt © M.E.P.CAD. Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11 18 01AM Page 7 Hydraulic Analysis Job Number: 640 - Area 2 - Unit 72 2nd Report Description: Residential (1- Unit 72 2nd) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream DR 1.1010 26.54 8.94 150 0.114808 3'-4% 12.-0 15.-4% Pf 1.764 Pe -0.217 Pv 204 28.-6 26.54 5.8 20.933 Sprinkler, 58 29'-0 22.480 E(7'-0), T(5.-0) .r Route 5 MS 2.6350 11.95 0.70 120 0.000566 0'-7 35.-8%. 36.-3% Pf 0.021 Pe Pv 49 9'-3 47.501 PO(16.-5%) 46 9'-3 47.522 f(-0.000). CV(19'-2%) is Route 6 FM 2.6350 92.71 5.45 120 0.025042 4.-4 5.-6 9'-9% Pf 0.246 Pe Pv 37 9'-3 51.848 39 9'-3 52.093 LtE(5'-6) FM 4.2600 92.71 2.09 120 0.002413 4'-10 42'-1 A 46.-11'% Pf 0.113 Pe 2.358 Pv 39 9'-3 52.093 36 3'-9% 54.565 2f(-0.000), BV(15'-9%), T(26.-4), BOR Equivalent Pipe Lengths of Valves and Fittings (C=120 only) III\ C Value MultiplierII Value Of C 100 130 140 150 MultiplyingFactor 0.713 1.16 1.33 1.51 Actual Inside Diameter 4'87 Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main ON Dram DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground 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 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 Eel 11% Elbow Ee2 22'4 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [1, (4 M.E.P.CAD. Inc. AutoSPRINKO 12 v12.0.61.0 10/5 2017 11 18:01AM Page 8 Riser Tag Job Number 640 - Area 2 - Unit 72 2nd Report Description: Residential (1 Unit 72 2nd) Job River Rock Residences Townhouses 72-82 Boston Street Salem, MA Design Basis Occupancy: Residential Total Sprinklers: 189 Number Of Sprinklers Calculated: 4 K-Factor: 5.8 Orifice Size: 0 Design Density: 0.100gpm/ft2 Average Density: 1.309gpm/ft2 Area of Application: 900.00ft2 (Actual 330.59ft2) Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): 100.89 54.565 Water Supply Information At Time Of Design Static Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): 72.000 70.000 1106.00 Total Demand Flow(gpm): 200.89 Total Demand Pressure(psi): 63.137 L, M.E.P.CAD Inc . AutoSPRINKe 12 v12.0.61.0 10/5/2017 11.18:02AM Page