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100617-CFP640-Calculation-storage-River Rock TownhouseHydraulic Overview Job Number: 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage Job 640 TBD l.0 N.m. River Rock Residences PNpb FAX ...n.. , Townhouses Sbl. GM..bmlxanaa N* Ab,a.. 2 72-82 Boston Street ANJ Salem, MA .be S40'8 king System Can.q 0.200gpm/ft' X Apv<.,.<n 900.00ft' (Actual 904.40ft') 1Aeu O.m.nanp Sp Ntl.r DM 5.6 K-Factor 15.20 at 7.367 Keg. SNu .m 250.00 C.vw.p. P., SOmk1, 76.00ft' Numb, O' SPnASNn C.kvbl.E 21 .,. fr ,s Lem.» 60.217 tiMem•kv �...wM 343.05 da o.m.<a 593.05 @ 60.217 +11.152 (15.60/0) Supplies Check Point Gauges Node Name Flow(apmt Hose Flow(aomt SlatiUpsil Residual(psi IdenLfier Pressure(psil K-FactOr(K( Flow(gpml BOR 51.156 47.96 NC* tR PRs . a' 9,F ,�`0o 343.05 4. 6 co 1 Water Supply 1106.00 250.00 72.000 70.000 100217-CFP640-FP-Plan-Townhouse Water Supply at Node 1 (1106.00, 0.00. 72.000, 70.000) ' III II Static Pressure 72.000.--- PIN 1106.00 '"J 70.0' e, psi n 0 ) C 1111111111 III 593.05 with hose streams -- ystem IIu■■•■��� 1.111.1111.111111.1111111 07501 demand 01250 curve■--- 1500 1750 2000 2250 2500 Water flow, gpm It - C 1A © M.E.P.CAD. Inc. AutoSPRINK© 12 v12.0.61.0 10/5/2017 11:16:21AM Page 1 Hydraulic Summary Job Number 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage Job Job Number 640 D.ugn EfOinee, TBD Job Name River Rock Residences Stale C.nine bonveen» Number Townhouses Add,.l1 ] 72-82 Boston Street Job sdNDu.d*g Adds... 3 Salem, MA Drew* name 100217-CFP640-FP-Plan-Townhouse System Remote Area(s) Most Demandrg SOmfV.' Dot. 5.6 K-Factor 15.20 at 7.367 Occupancy Ordinary Group II Job S:lm Area 4 - Storage Mo...lbw.nu At SOur» 250.00 Cenvey 0.200gpm/ft' Ares or, ACplgabon 900.00ft2 (Actual 904.40ft') ...moral MO" Supplies Node Flow(gpm) Number a SOnn.Mn Calculated 21 Coverage Pet Spmnble. 76.00ft2 AuloP.ab R.WI.. PI ...*. For Remote Area(.) Ad3oeiM T. Wel Rom. Al. Total Hose Seam., 250.00 Syslem Flew Dem. 343.05 Total VAC., R.Ruu.d IlncArding Mo» Hbw.K.i 593.05 Ma. mum Promo., U OaSnc. In Loop. 0.000 Ma crmm V.A<M Above Ground 20.18 between nodes 37 and 5 M..rmm Veto,' Under Ground 7.58 between nodes 31 and 34 Volume capacity of We Apes 1878.29ga1 Volume cepacd), of Dry Pipes 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 250.00 72.000 70.000 1106.00 71.369 593.05 60.217 11.152 Contractor Contractor Number 28 HerneComae Bob Difava Context Tide. ....CON... Difava Fire Protection piton. E.temwn Address 4 Sheridan Road FAX Aden.. I Wilmington, MA Ewn.l Address 3 NNbS.. L m M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11:16, 23AM Page 2 4 Hydraulic Graph Job Number: 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage Water Supply at Node 1 Pressure, psi Hiimiiiiiiiiiiiiiiiiiii,,i,1,,,,,,i,J1,,,,,,,,,h,,,,,,,,i,,,,,,,,,Immti,li,,,,,iiili,iiitml Static Pressure 'J 72.000 110 @ 70.000 343.05 @ 60.217 593.05 with hose streams System demand curve 1111U111I11111111 111111111 111111111 I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 v 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hocauk G.aph Water Supply at Node 1 Sbn< Rosso.. 72.000 R.sWual Remo. 70.000 @ 1106.00 Arabbk ...Au. ai Tm el T.b Date o, reel 71.369 @ 593.05 12/7/2016 ..u.., x+ool I..hon 60.217 @ 343.05 Boston Street S.•J« i..yro N ., Wary �•oue ne.w.-. .. nv:., NORM Ebraben 60.217 @ 593.05 Level with BOR [M� m M.E.P.CAD. Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11 16 24AM Page 3 Hydraulic Graph Job Number. 640 - Area 4 - Storage BOR 100 Pressure, psi D 0 0 O $ b" S' 0 0 8 11iii „ ,„ iI„ ,,,,,,,1 „ ,,,1ii,,„,fi1,,,,,1„1IiiiiiiiiiIiiiiimiliii,iiiiil_iii,iii1i1iii.iiii, Static Pressure 72.000 1106.00 a 70.000 343.05 • - @ 51.156 - a 593.05 with hose streams System demand curve ■f Jp 11111 111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 I l 1 1 l 1 1 1 v 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hydraulic Graph BOR burs Pr.$sur. N/A R.Wual Prem. N/A Ava4Me pussne al lorry of Teat N/A vsteeinevvre .51.156 @ 343.05 sRH.. >,-.,,,kIA,, NMI Alm.rca c Sc../a: 51.156 @ N/A M.E.P.CAD. Inc. AutoSPRINK® 12 v12.0.61.0 105'2017111624AM Page 4 415 Summary Of Outflowing Devices Job Number: 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage) Device Actual Flow ((Wm) Minimum Flow K-Factor (qpm) (K) Pressure (psi) Sprinkler 401 17.29 15.20 5.6 9.530 Sprinkler 402 17.63 15.20 5.6 9.908 Sprinkler 403 15.87 15.20 5.6 8.029 Sprinkler 404 16.60 15.20 5.6 8.792 Sprinkler 405 16.18 15.20 5.6 8.352 Sprinkler 406 18.28 15.20 5.6 10.652 Sprinkler 407 16.68 15.20 5.6 8.874 Sprinkler 408 16.69 15.20 5.6 8.879 b Sprinkler 409 15.20 15.20 5.6 7.367 Sprinkler 410 17.01 15.20 5.6 9.231 Sprinkler 411 17.33 15.20 5.6 9.574 Sprinkler 412 15.49 15.20 5.6 7.653 Sprinkler 414 15.50 15.20 5.6 7.657 Sprinkler 415 15.58 15.20 5.6 7.740 Sprinkler 416 15.58 15.20 5.6 7.735 Sprinkler 417 15.71 15.20 5.6 7.875 Sprinkler 419 16.61 15.20 5.6 8.799 Sprinkler 420 15.57 15.20 5.6 7.731 Sprinkler 421 16.94 15.20 5.6 9.148 Sprinkler 933 16.09 15.20 5.6 8.260 Sprinkler 934 15.22 15.20 5.6 7.389 c. Most Demanding Sprinkler Data L © M.E.P.CAD, Inc. n AutoSPRINK® 12 v12.0.61.0 10/5/2017 11:1626AM Page Node Analysis Job Number: 640 - Area 4 - Storage Node Elevation(Foot) Fittings Pressurelpsi) Discharge(gpm) 1 2'-0 S 60.217 343.05 401 8'-6 Spr(-9.530) 9.530 17.29 402 8'-6 Spr(-9.908) 9.908 17.63 403 8'-6 Spr(-8.029) 8.029 15.87 404 8'-6 Spr(-8.792) 8.792 16.60 405 8'-6 Spr(-8.352) 8.352 16.18 406 8'-6 Spr(-10.652) 10.652 18.28 407 8'-6 Spr(-8.874) 8.874 16.68 408 8'-6 Spr(-8.879) 8.879 16.69 409 8.-6 Spr(-7.367) 7.367 15.20 410 8'-6 Spr(-9.231) 9.231 17.01 411 8.-6 Spr(-9.574) 9.574 17.33 412 8'-6 Spr(-7.653) 7.653 15.49 414 8'-6 Spr(-7.657) 7.657 15.50 415 8'-6 Spr(-7.740) 7.740 15.58 416 8'-6 Spr(-7.735) 7.735 15.58 417 8'-6 Spr(-7.875) 7.875 15.71 419 8'-6 Spr(-8.799) 8.799 16.61 420 8'-6 Spr(-7.731) 7.731 15.57 421 8'-6 Spr(-9.148) 9.148 16.94 933 8'-6 Spr(-8.260) 8.260 16.09 934 8'-6 Spr(-7.389) 7.389 15.22 2 -5'-0 T 63.246 3 9'-3 CV(19'-2'h) 19.962 4 9'-3 PO(16.-5%) 19.934 5 9'-3 T(16'-5%) 20.992 6 8'-9 T(5'-0) 10.340 7 8'-9 T(5'-0) 13.491 8 8'-9 T(6'-0) 13.262 9 8'-9 T(5'-0) 8.705 10 9'-3 PO(8'-0) 19.832 11 8'-9 E(2'-0) 11.446 12 9'-3 T(16'-5%) 18.824 13 9'-3 CV(19'-2%) 17.887 14 9'-3 PO(16.-5%) 17.861 15 9'-3 PO(8.-0) 17.768 16 8'-9 T(5'-0) 11.612 17 8'-9 T(5'-0) 9.616 22 8'-9 T(5'-0) 9.629 23 8'-9 T(5'-0) 12.098 25 8'-9 T(6'-0) 11.892 26 8'-9 T(5'-0) 10.434 28 8'-9 T(5'-0) 8.062 29 8'-9 T(5'-0) 8.286 31 -5'-0 T(36'-7%) 63.246 34 3'-9% LtE(7'-10%) 51.443 35 8'-9 T(5.-0) 8.204 36 3'-9'% T(26'-4), BOR 51.156 37 9'-3 PO(3'-6'/.) 45.342 38 9'-3 PO(3'-6%) 48.720 39 9'-3 LtE(5'-6) 47.707 41 8'-9 T(6'-0) 11.577 42 3'-91/2 T(14'-4'A) 51.156 44 8'-9 T(5'-0) 9.175 45 8'-9 T(5.-0) 8.371 46 9'-3 CV(19'-2%) 17.252 47 8'-9 T(5'-0) 10.132 48 9'-3 PO(8'-0) 17.135 49 9'-3 PO(16.-5%) 17.227 50 8'-9 T(5'-0) 11.783 0 M.E.P.CAD. Inc. AutoSPRINK® 12 v12.0.61.0 10`5/2017 11 16 27AM Page 6 Hydraulic Analysis Job Number 640 - Area 4 - Storage Report Descnption: Ordinary Group II (4 - Storage) 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 1.0490 15.20 5.64 120 0.078323 8'-3 Pf 0.803 409 8'-6 15.20 5.6 7.367 Sprinkler, 2'-0 Pe -0.108 28 8'-9 8.062 E(2'-0) 10'-3 Pv BL 1.0490 30.78 11.43 120 0.288908 11'-3 Pf 3.831 28 8'-9 15.58 8.062 Flow (q) from Route 7 2'-0 Pe 25 8'-9 11.892 E(2'-0) 13'-3 Pv BL 1.6100 79.09 12.46 120 0.205579 1'-0 Pf 0.206 25 8'-9 48.31 11.892 Flow (q) from Route 3 Pe 23 8'-9 12.098 1-0 Pv BL 1.6100 112.71 17.76 120 0.395879 2'-10/, Pf 5.887 23 8'-9 33.62 12.098 Flow (q) from Route 12 12'-0 Pe -0.217 15 9'-3 17.768 E(4'-0), PO(8'-0) 14'-10% Pv FM 2.6350 112.71 6.63 120 0.035942 2'-7'/. Pf 0.093 15 9'-3 17.768 Pe 14 9'-3 17.861 2'-7% Pv FM 2.6350 99.36 5.85 120 0.028464 0'-10% Pf 0.025 14 9'-3 17.861 Pe 13 9'-3 17.887 0'-10/, Pv DY 2.6350 112.71 6.63 120 0.035942 0'-0 Pf 0.938 13 9'-3 13.35 17.887 Flow (q) from Route 23 26'-1 Pe 0.000 12 9'-3 18.824 BV(9'-7'/.). T(16.-5%) 26'-1 Pv FM 2.6350 224.44 13.20 120 0.128524 16.-10/, Pf 2.168 12 9'-3 111.73 18.824 Flow (q) from Route 2 Pe -0.000 5 9'-3 20.992 16.-10% Pv FM 2.6350 343.05 20.18 120 0.281750 64'-5/, Pf 24.349 5 9'-3 118.61 20.992 Flow (q) from Route 9 21-11/, Pe 37 9'-3 45.342 T(16'-5%). LtE(5'-6) 86'-5 Pv BL 1.0490 27.81 10.32 100 0.335473 2'-11'/. Pf 3.378 37 9'-3 45.342 PO(3.-6%) 7'-1% Pe 0.000 38 9'-3 48.720 PO(3'-6%) 10'-03/4 Pv FM 3.2600 27.81 1.07 100 0.001341 9'-9'/. Pf 0.077 38 9'-3 48.720 47'-11 Pe 2.358 42 3'-9/, 51.156 3LtE(4'-9/,), DPV(9'-7), BV(9'-7), T(14.-4 /,) 57'-8/, Pv FM 4.2600 27.81 0.63 120 0.000260 1-7'/. Pf 0.000 42 3'-9/, 51.156 Pe 36 3'-9 /, 51.156 BOR 1'-7% Pv FM 4.2600 343.05 7.72 120 0.027154 2'-7% Pf 0.287 36 3'-9% 315.24 + 52.33 51.156 Flow (q) from Route 25, Flow (q) 7'-10% Pe 34 3'-9/, 51.443 from Route 25 and 23 LtE(7'-10'/.) 10'-6'/. Pv UG 4.3000 343.05 7.58 140 0.019508 110'-0 Pf 7.988 34 3'-9'/, 51.443 51-3% Pe 3.816 31 -5'-0 63.246 BFP(-4.840), LtE(11-0). 161'-3'/. Pv PIV(3'-8). T(36'-7%) UG 20.8400 343.05 0.32 140 0.000009 41-4'/. Pf 0.000 31 -5'-0 63.246 Pe 2 -5'-0 63.246 T 41-4/. Pv UG 8.5500 343.05 1.92 140 0.000686 7'-0 Pf 0.005 2 -5'-0 63.246 Pe -3.035 1 2'-0 60.217 Water Supply 7'-0 Pv 250.00 Hose Allowance At Source 1 593.05 R Route 2 DR 1.0490 15.22 5.65 120 0.078533 9'-9 Pf 0.924 934 8'-6 15.22 5.6 7.389 Sprinkler, 2'-0 Pe -0.108 35 8'-9 8.204 E(2'-0) 11'-9 Pv BL 1.0490 30.94 11.48 120 0.291650 9'-6% Pf 3.373 35 8'-9 15.71 8.204 Flow (q) from Route 8 2'-0 Pe 41 8'-9 11.577 E(2'-0) 11.-6'/. Pv BL 1.6100 79.02 12.45 120 0.205227 1-0 Pf 0.205 41 8'-9 48.08 11.577 Flow (q) from Route 5 Pe 50 8'-9 11.783 1'-0 Pv BL 1.6100 111.73 17.61 120 0.389492 2'-3/, Pf 5.569 50 8'-9 32.71 11.783 Flow (q) from Route 10 12'-0 Pe -0.217 48 9'-3 17.135 E(4'-0). PO(8'-0) 14.-3'/% Pv FM 2.6350 111.73 6.57 120 0.035362 2'-7'/. Pf 0.092 48 9'-3 17.135 Pe 49 9'-3 17.227 2'-7Y. Pv L ® M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61 0 10'5 2017 11 16 28AM Page 7 ?I5 Hydraulic Analysis Job Number: 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings FM 2.6350 98.49 5.79 120 0.028004 0'-10'/: Pf 0.025 49 9'-3 17.227 Pe 46 9'-3 17.252 0'-10% Pv FM 2.6350 111.73 6.57 120 0.035362 29'-4'/. Pf 1.572 46 9'-3 13.24 17.252 Flow (q) from Route 24 15.-116 Pe 0.000 12 9'-3 18.824 BV(9'-7%). LtE(5'-6) 44'-5% Pv o Route 3 DR 1.0490 15.49 5.75 120 0.081125 2'-116 Pf 0.741 412 8'-6 15.49 5.6 7.653 Sprinkler. 7'-0 Pe -0.108 29 8'-9 8.286 E(2'-0). T(5'-0) 9'-1% Pv BL 1.0490 30.99 11.50 120 0.292528 5'-4 Pf 2.148 29 8'-9 15.50 8.286 Flow (q) from Route 4 2'-0 Pe 26 8'-9 10.434 E(2'-0) 7.-4 Pv BL 1.3800 48.31 10.36 120 0.174981 2'-4 Pf 1.459 26 8'-9 17.33 10.434 Flow (q) from Route 19 6'-0 Pe 25 8'-9 11.892 T(6'-0) 8'-4 Pv *ill Route 4 DR 1.0490 15.50 5.75 120 0.081165 7'-1 Pf 0.737 414 8'-6 15.50 5.6 7.657 Sprinkler, 2'-0 Pe -0.108 29 8'-9 8.286 E(2'-0) 9'-1 Pv • e Route 5 DR 1.0490 15.57 5.78 120 0.081895 2'-116 Pf 0.748 420 8.-6 15.57 5.6 7.731 Sprinkler, 7'-0 Pe -0.108 45 8'-9 8.371 E(2'-0), T(5'-0) 9'-1% Pv BL 1.0490 31.15 11.56 120 0.295303 3'-11% Pf 1.760 45 8'-9 15.58 8.371 Flow (q) from Route 6 2'-0 Pe 47 8'-9 10.132 E(2'-0) 5'-11 %: Pv BL 1.3800 48.08 10.31 120 0.173437 2'-4 Pf 1.446 47 8'-9 16.94 10.132 Flow (q) from Route 16 6'-0 Pe 41 8'-9 11.577 T(6.-0) 8'-4 Pv ii Route 6 DR 1.0490 15.58 5.78 120 0.081935 7'-1 Pf 0.744 416 8'-6 15.58 5.6 7.735 Sprinkler, 2'-0 Pe -0.108 45 8'-9 8.371 E(2'-0) 9'-1 Pv Gil Route 7 DR 1.0490 15.58 5.78 120 0.081978 0'-3 Pf 0.430 415 8'-6 15.58 5.6 7.740 Sprinkler, 5'-0 Pe -0.108 28 8'-9 8.062 T(5'-0) 5'-3 Pv oil Route 8 DR 1.0490 15.71 5.83 120 0.083302 0'-3 Pf 0.437 417 8'-6 15.71 5.6 7.875 Sprinkler. 5'-0 Pe -0.108 35 8'-9 8.204 T(5'-0) 5'-3 Pv w Route 9 DR 1.0490 15.87 5.89 120 0.084807 7'-3 Pf 0.784 403 8'-6 15.87 5.6 8.029 Sprinkler, 2'-0 Pe -0.108 9 8'-9 8.705 E(2'-0) 9'-3 Pv BL 1.0490 32.05 11.90 120 0.311381 12'-716 Pf 4.557 9 8'-9 16.18 8.705 Flow (q) from Route 11 2'-0 Pe 8 8'-9 13.262 E(2'-0) 14'-7'/. Pv BL 1.6100 83.70 13.19 120 0.228257 1'-0 Pf 0.228 8 8'-9 51.65 13.262 Flow (q) from Route 14 Pe 7 8'-9 13.491 1'-0 Pv BL 1.6100 118.61 18.69 120 0.435054 3'-1 Pf 6.558 7 8'-9 34.91 13.491 Flow (q) from Route 18 12'-0 Pe -0.217 10 9'-3 19.832 E(4'-0), PO(8'-0) 15.-1 Pv FM 2.6350 118.61 6.98 120 0.039499 2'-7+/. Pf 0.103 10 9'-3 19.832 Pe 4 9'-3 19.934 2'-7% Pv FM 2.6350 104.56 6.15 120 0.031280 0'-10% Pf 0.028 4 9'-3 19.934 Pe 3 9'-3 19.962 0'-10% Pv DY 2.6350 118.61 6.98 120 0.039499 0'-0 Pf 1.030 3 9'-3 14.05 19.962 Flow (q) from Route 22 26'-1 Pe 5 9'-3 20.992 BV(9'-7'/.). T(16'-5%) 26'-1 Pv .mi. Route 10 DR 1.0490 16.09 5.97 120 0.087059 9'-9 Pf 1.024 933 8'-6 16.09 5.6 8.260 Sprinkler, 2'-0 Pe -0.108 44 8'-9 9.175 E(2'-0) 11'-9 Pv BL 1.0490 32.71 12.14 120 0.323239 3'-016 Pf 2.608 44 8'-9 16.61 9.175 Flow (q) from Route 13 5'-0 Pe 50 8'-9 11.783 T(5-0) 8'-03/4 Pv -' Route 11 ® M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61.0 10'5/2017 11 16 28AM Page 8 -N9 Hydraulic Analysis Job Number. 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings DR 1.0490 16.18 6.01 120 0.087955 0'-3 5'-0 5'-3 Pf Pe Pv 0.462 -0.108 405 9 8'-6 8'-9 16.18 5.6 8.352 8.705 Sprinkler, T(5.-0) 4 Route 12 DR 1.0490 16.60 6.16 120 0.092236 8'-3 2'-0 10'-3 Pf Pe Pv 0.945 -0.108 404 22 8'-6 8'-9 16.60 5.6 8.792 9.629 Sprinkler, E(2'-0) BL 1.0490 33.62 12.48 120 0.340135 2'-3 5'-0 7'-3 Pf Pe Pv 2.469 22 23 8'-9 8'-9 17.01 9.629 12.098 Flow (q) from Route 17 T(5'-0) we Route 13 DR 1.0490 16.61 6.17 120 0.092304 0'-3 5'-0 5'-3 Pf Pe Pv 0.485 -0.108 419 44 8'-6 8'-9 16.61 5.6 8.799 9.175 Sprinkler, T(5'-0) .ar Route 14 DR 1.0490 16.68 6.19 120 0.093033 2'-1% 7'-0 9'-1% Pf Pe Pv 0.850 -0.108 407 17 8'-6 8'-9 16.68 5.6 8.874 9.616 Sprinkler. E(2'-0). T(5.-0) BL 1.0490 33.37 12.39 120 0.335464 3'-5% 2'-0 5'-5% Pf Pe Pv 1.830 17 11 8'-9 8'-9 16.69 9.616 11.446 Flow (q) from Route 15 E(2'-0) BL 1.3800 33.37 7.16 120 0.088229 1'-10'/. 1'-10% Pf Pe Pv 0.167 11 16 8'-9 8'-9 11.446 11.612 BL 1.3800 51.65 11.08 120 0.197949 2'-4 6'-0 8'-4 Pf Pe Pv 1.650 16 8 8'-9 8'-9 18.28 11.612 13.262 Flow (q) from Route 21 T(6'-0) imr Route 15 DR 1.0490 16.69 6.19 120 0.093078 7'-1 2'-0 9'-1 Pf Pe Pv 0.846 -0.108 408 17 8'-6 8'-9 16.69 5.6 8.879 9.616 Sprinkler, E(2'-0) wo Route 16 DR 1.0490 16.94 6.29 120 0.095691 4'-5 7'-0 11.-5 Pf Pe Pv 1.092 -0.108 421 47 8.-6 8'-9 16.94 5.6 9.148 10.132 Sprinkler. E(2'-0), T(5'-0) .+ Route 17 DR 1.0490 17.01 6.32 120 0.096487 0'-3 5'-0 5'-3 Pf Pe Pv 0.507 -0.108 410 22 8'-6 8'-9 17.01 5.6 9.231 9.629 Sprinkler. T(5'-0) -+ Route 18 DR 1.0490 17.29 6.42 120 0.099373 7'-3 2'-0 9'-3 Pf Pe Pv 0.919 -0.108 401 6 8'-6 8'-9 17.29 5.6 9.530 10.340 Sprinkler. E(2'-0) BL 1.0490 34.91 12.96 120 0.364781 3'-7% 5'-0 8'-7% Pf Pe Pv 3.150 6 7 8'-9 8'-9 17.63 10.340 13.491 Flow (q) from Route 20 T(5'-0) two Route 19 DR 1.0490 17.33 6.43 120 0.099802 2'-8% 7'-0 9'-8'/: Pf Pe Pv 0.968 -0.108 411 26 8'-6 8'-9 17.33 5.6 9.574 10.434 Sprinkler, E(2'-0), T(5.-0) Route 20 DR 1.0490 17.63 6.54 120 0.103017 0'-3 5'-0 5'-3 Pf Pe Pv 0.541 -0.108 402 6 8'-6 8'-9 17.63 5.6 9.908 10.340 Sprinkler. T(5'-0) m Route 21 DR 1.0490 18.28 6.78 120 0.110156 2-8% 7'-0 9'-8% Pf Pe Pv 1.068 -0.108 406 16 8.-6 8'-9 18.28 5.6 10.652 11.612 Sprinkler. E(2'-0), T(5'-0) `r Route 22 MS 2.6350 14.05 0.83 120 0.000763 0'-7 35'-8% 36'-3% Pf Pe Pv 0.028 4 3 9'-3 9'-3 19.934 19.962 PO(16'-5%) f(-0.000), CV(19'-2%) we Route 23 MS 2.6350 13.35 0.79 120 0.000695 0'-7 35.-8'/. 36.-3% Pf Pe Pv 0.025 14 13 9'-3 9'-3 17.861 17.887 PO(16'-5%) f(-0.000), CV(19'-2%) w Route 24 MS 2.6350 13.24 0.78 120 0.000683 0'-7 35.-8'/. 36'-3%. Pf Pe Pv 0.025 49 46 9'-3 9'-3 17.227 17.252 PO(16'-5%) 4-0.000), CV(19'-2'/4) ra Route 25 M.E.P.CAD. Inc. AutoSPRINK® 12 v12.0.61.0 10/5/2017 11 16 28AM Page 9 Hydraulic Analysis Job Number: 640 - Area 4 - Storage Report Description: Ordinary Group II (4 - Storage Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream FM 2.6350 315.24 18.55 120 0.240960 4.-4 5.-6 9'-9% Pf 2.365 Pe Pv 37 9'-3 45.342 39 9'-3 47.707 LtE(5'-6) FM 4.2600 315.24 7.10 120 0.023223 4'-10 42.-1 %: 46'-11'% Pf 1.091 Pe 2.358 Pv 39 9'-3 47.707 36 3'-9%: 51.156 2f(-0.000), BV(15'-9%), T(26.-4), BOR Equivalent Pipe Lengths of Valves and Fittings (C=120 only) tt C Value Multiplier / Actual Inside Diameter 4'87 Value Of C 100 130 140 150 1\ Schedule 40 Steel Pipe Inside Diameter > =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings 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 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 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV 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 flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV 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 ® M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61.0 10/5/2017 11 1628AM Page 10 Riser Tag Job Number 640 - Area 4 - Storage Report Description Ordinary Group II (4 - Storage) Job River Rock Residences Townhouses 72-82 Boston Street Salem, MA Design Basis Occupancy: Ordinary Group II Total Sprinklers: 189 Number Of Sprinklers Calculated: 21 K-Factor: 5.6 Orifice Size: 0 Design Density: 0.200gpm/ft2 Average Density: 1.000gpm/ft2 Area of Application: 900.00ft2 (Actual 904.40ft2) Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): 343.05 51.156 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): 593.05 Total Demand Pressure(psi): 60.217 (u., © M E P.CAD Inc. 10/5/2017 11 16 29AM Page 11