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HomeMy WebLinkAbout66 Kimberly Drive - Building Plans &amp; Dra I t t SPRINKLER BRANCH IA+E PROCESSING AREA IS DESIGNED PER NFPA 30, 2008 EDITION TABLE 16.5.2.2 I' BELOW SPRINIBELOW BOTTOM OF IPURLN MAXIMUM STORAGE HEIGHT 6.5' (ACTUAL 4') FOUR WAY BRACE MAXIMUM CEILING HEIGHT 30' (ACTUAL 24'-2') C SWING CHECK VANE SPRINKLER HEADS TO BE 112 K-FACTOR, 286 DEGREE QUICK RESPONSE g. To SYSTEIi WITH A DESIGN DENSITY OF .45 GPM/SQ. FT, AND AN AREA OF APPILCATION OF 3000 SQ. FT. SPRINKLERS MUST ALSO BE HYDRAULICALLY CALCULATED TO PROVIDE A DENSITY OF .80 GPM/SQ.FT OVER 1000 SOFT. ROW SM EXISTING BUILDING r TEST AND DRAM - PIPED WISIDE O PRE591RE SWRCN _W DOUBIJE CHECK VALVE WITH 4 TO FIE DEFT COHN BUTTERFLY VALVES AND TAMPERS So SPRINGER MMN 4' SHFORKER MAIN YONORAL CRANE SiPPORIS If it O NEARS ON it SPRINGS N CONNECTOR W —C FINE SERVICE (BY OTHERS) 94OIQER BRANCH SUPPLNG ETDET HEADS FOR URCE AREA ^ RISER DETAIL m HEADS WITHIN PROCESSING AREA TO BE WAX COATED BLACK PIPING WILL BE INSTALLED WITHIN THE PROCESSING AREA, PROTECTIVE COATING OF PIPING WILL BE PROVIDED BY OTHERS, If Ii ONNECT PROCESSIIG AREA OFFICE ARIA o 1 HYDRNJUC REMOTE =@1744 E BUILDING SECTION L ® ® KING NORTH aDN1300DsQ. Fr. REQUIRED 7 PRESSURE REQUIRED II) AT SOURCE 68 PSI ® 1142 GPM GPM DRAIN PLUG EAVE HEIGHT 17'-2' SAVE HEIGHT 22'-U' r rn ON9E6' / ©0 1�—� 3 X�N-0 (012-0 1 8-6 3-6 12 (a,4 6 ® -8 9-6 ® 11-6 © 12 a 3-6 Q9 12 0 @0 3-6 6-6 81 i 0 8© 9-6 @0 6-10 4 12-0 c Al Aa A 7 AB A9 -3,%2'1=4- 3 X 1-0 N 'I N II 3 X 21-0 N '1 3 X 1-0 +1e'-6' N 7 3 X 1-0 N '1 N 7 3 X 1-0 N i' 3 X 16-4 3 X 16-10 1,� h 1,Y Y� 1f1 N IA IA 1A u7 to 1!Y IA ^ -w n ml ^ m / 4 4 4 4 q 1 � •�^ �N N '�t`I N N N mi`I N mN N mN N �N N eD� N '�tV N �N N �N N �N N mN 10 11 12 I 13 14 ATH '-6' -ZaO 1 N 0 Q 0 i0 a0 a -" m N N I N N / N N N RECEIVING N N N N N cV N tV N N N N N N RUCESSIN N N N tV N N N N N N N N N N DGE 4'-2' _ m / c1b T Ol NIIWL N — N N/ N / �' 71 OFFICE Y '-6' N N N N N 1 I N 1 N N N 1 N N N N N ! 9 •O m tb ttbb tb n ^ ^ ^ - - - - � — �— -- - - - - - - �� — LCRANE ,�- - - - - - - - - - �� — - - - ins— =- - - - - - -- �eY- - - - - - � - - - - - - - - - � — N 91 I 9 I 9 i }ly—p 14 2 1 Ft /1940 ! I 9-11¢ s-4} 4 5 t1-11 4-1 7-3 7-2 4-ta1® 2-7 — © 10-1 -1 1 1 © 7-1 4-11 ® 1 1 7-11 4-711 Nr7 ® 1� ® 2-5 9-7 ® 11�s ® �10 ® 4-4 810 ( it B1 B2 1 1 1 1 i 19 CITY ■►TEiI YAN EAVE HEIGHT 12' 1 ^ m FONT ^ —— ^ —� — — , —4 X $ — — — ^ ^ n 12-6 ^ ^ EIECTPoC BELL LOW POET SPRINKLER m t MAIN DRAIN PIPED TO OUTSIDE ^ 1` m m m2 2 N "' m FIRE DEPARTENT CON ECRON VEST ^ I ^ ^ n EQUIPMENT ^ ^ 4-111 r m 1 I ^ 1 n ( RECORDS OFFICE n DHPRESSD a 0 BOILER RECTIFIER FIG. 909 ° I EAVE HEIGHT 20'-T TO SPRINKLERS UNDER MEZZ i NO-THREAD SWIVEL I � B LOW SEE PLAN BEOW �Ir R�ASKS SHEET SWAY BRACE ATTACHMEN I I I SPRINKLER PLAN I BRACE PIPE I FIB SEIt�1cE 1/8'=1'-0' I APPROX 200' BETWEEN NODES 0 � i North a 0 J I W I m x I WATER FLOW DATA: STATICS 95 P.S.I. F1 I I _ FIG. 4A I RESIDUAL, 75 P.S.I. CORRIDORPIPE CLAMP s'-a FOR SWAY BRACE FLOW: 2,238 G.P.M. a ROM 4' +9'-0' t F BALER ROOM I TEST TAKEN BY CT WATER CO. ^ ^ ^ SYSTEM DESIGN (PROCESSING AREA) I ON 5/24/12 1 1l la 11 11 1 z 2 O11-9 1- `i' 6 8 1^ `i' -31 11 0 1 104 10-0 Sprinkler system to be wet and hydraulically calculated, NON THREADED EARTHQUAKE BRACE I .4 Piping is sized as per NFPA 30 with a design density of .45 GPM over 3000 Sq. Ft. NON-THREADED BRACE PIPE I LOUNGE SHOWER NSPECTION _ Total combined Inside and outside hose demands of 250 GPM has been allowed for in hyd. calculations. WOMEN - 8'-4' Maximum sprinkler head spacing - 100 Square Ft. - _ SYSTEM DESIGN (OFFICE AREA) may Sprinkler, system to be wet and hydraulically calculated. "jA n LTC .e ; n Piping is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. Ft. UNDER MEZZANINE PLAN � � '6 92 F F �`+','V,, KI Total combined inside and outside hose demands of 100 GPM has been allowed for In hyd, calculations. / ___I A FIG, 909 ° Maximum sprinkler head spacing - 225 Square Ft. FIG. 69RNIN FIG. 65 VIEW A-A SWIVEL SWAY BRACE FITTING TOP OF MEZZANINE 11'-1' 1/8'=1'-0' RETAINING BEAM CLAMP North SYSTEM DESIGN (MECHANICAL AND STORAGE AREAS) Sprinkler system to be wet and hydraulically calcutated. BRACE PIPE Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of .20 GPM over 1500 Sq. Ft. 77 Total combined inside and outside hose demands of 250 GPM has been allowed for in hyd. calculations. Maximum sprinkler head spacing 130 Square Ft. T P t�1F11)lS CLAMP P 9 q LOCKING THREAD SWAY BRACE ATTACHMENT FIG. 100 f CONNECTION SEISMIC LEGEND REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H.S. MECHANICAL CONTRACTORS. INC. —/ ALL THREAD ROD 80 COLONIAL ROAD SYMBOL SIZE MODEL. YAKE FINISH STYLE TEMP K-FACTOR TOTAL = LONGITUDINAL BRACE 1 PER FRtE MARSHAL MEETING 6-26-12 0 1/2 V2704 VIICTAUUC BRASS UPRIGHT 155 5.6 33 MANCHESTER, CONNECTICUT �— FIG. 200 ADJUSTABLE RING 0 1/2 V2708 VICTAUUC CHROME 3ECESSE1 155 5.6 25 HANGER = LATERAL BRACE PROJECT Data: ® 1/2 V3404 VICTAU BRASS UPRIGHT 286 11.2 112 05-15-2012 ;' METALS TESTING COMPANY 66 KIMBERLY DRIVE Scale:O tie•=1'-0'TOP BEAM CLAMP, ROD, AND RING O LATERAL EARTHQUAKE BRACE GENERAL NOTES SOUTH WINDSOR, CONNECTICUT ( 1. ALL PIPE, FITTINGS AND HANGERS ARE PER N.F.P.A. 13 2002 EDITION. Job No.I I NON-THREADED BRACE PIPE 2. ALL THREADED PIPING TO BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. 3. ALL GROOVED PIPING TO BE SCHEDULE 10 BLACK STEEL WITH GROOVED FITTINGS. Drawn By JED 4. CENTER OF PAD IS NOT REQUIRED. TOTAL SPRINKLERS SHOWN ON THIS SHEET 170 SPRINKLER PLAN Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-1 i I ' y � , T © 0 Dashboard Hydraufi� Hydraulics Summary Sheet Project Information Calculation Date: 6/16/201211:36:54 AM Metals Testing Company system ID drawing ref FP-1 building Processing Area 66 Kimberly Ave. construction steel South Windsor,Connecticut occupancy contract# authority Contractor Information Hydraulics Criteria HHS density .45 GPMIft2 system type wet design std NFPA 30 remote area 3000 ftZ hazard Table 16.5.2.2 80 Colonial Road Manchester,CT spr coverage varies ftZ sprs flowing 40 figure calculated by JED calc'd volume 732.6 gal curve telephone fax Flow Test email static pressure 95.00 psi residual pressure 75.00 psi quantity flowing 2,238.0 GPM <_ t elevation from ff 0.00 It date&time of flow test 5-24-12 `` location of flow test Kimberly Drive ,eOC%<r Supply / Demand Graph 140 82.39 psi available at � 5 ' Sprinkler Demand of 69.70 psi with xs 120 Total System Flow of 1,744.1 GPM Y , Mar in: +15.4% � x C z 10Q �. 'x .N -.p >�. 80 Pqt fie'+75 fs t r4� p N i 1 7r fA 60 -7777 „d k S Y 40 20 I r r $5 Q .!... ,. `"-�2' '� �x 7'•a �`'� �: .;. a, r .� . .,. -' � 744.1��P1� � ��%'` 0 0 250 500 750 1000 1250 1500 1750 200 Water Flow(GPM) Demand at sprinkler and interior hose flows O Total System Demand including Hose Flows at Zero 0 Copyright 2010 Sigma Development Group, Inc. Page 1 of 13 ®8800 DashbwrdHydmW!l s Supply Analysis Metals Testing Company Source Static Residual Quantity Pressure TotalWPSI System Node Pressure Pressure Flowing Available Flow Zero 95.00 psi 75.00 psi 2,238.0 GPM 82.39 psi 1,744.1 GPM Maximum velocity in pipe 20-21 is 24.5 ft/sec I Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft I I I GPM psi GPM 105 23.5 Sprinkler 11.20 35.00 9.77 35.00 110 23.5 Sprinkler 11.20 35.00 9.77 35.00 100 23.5 Sprinkler 11.20 35.00 9.83 35.12 115 23.5 Sprinkler 11.20 35.00 9.84 35.14 106 23.5 Sprinkler 11.20 35.00 9.86 35.17 111 23.5 Sprinkler 11.20 35.00 9.86 35.17 101 23.5 Sprinkler 11.20 35.00 9.93 35.29 116 23.5 Sprinkler 11.20 35.00 9.94 35.32 95 23.5 Sprinkler 11.20 35.00 10.08 35.56 96 23.5 Sprinkler 11.20 35.00 10.17 35.72 107 23.5 Sprinkler 11.20 35.00 10.21 35.80 112 23.5 Sprinkler 11.20 35.00 10.22 35.80 102 23.5 Sprinkler 11.20 35.00 10.27 35.90 70 23.5 Sprinkler 11.20 35.00 10.29 35.92 117 23.5 Sprinkler 11.20 35.00 10.31 E36361 71 23.5 Sprinkler 11.20 35.00 10.40 97 23.5 Sprinkler 11.20 35.00 10.51 90 23.5 Sprinkler 11.20 35.00 10.62 36.49 91 23.5 Sprinkler 11.20 35.00 10.71 36.65 72 23.5 Sprinkler 11.20 35.00 10.81 36.82 108 23.5 Sprinkler 11.20 35.00 10.97 37.09 113 23.5 Sprinkler 11.20 35.00 10.97 37.10 103 23.5 Sprinkler 11.20 35.00 11.01 37.17 92 23.5 Sprinkler 11.20 35.00 11.04 37.22 118 23.5 Sprinkler 11.20 35.00 11.09 37.30 98 23.5 Sprinkler 11.20 35.00 11.24 37.54 73 23.5 Sprinkler 1120 35.00 11.69 38.29 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 13 Nodes Analysis Minimum Node Actual Notes Node Elev Device KFactor Flow Pressure Discharge ft I I GPM psi GPM 93 23.5 Sprinkler 11.20 35.00 11.76 38.40 50 23.5 Sprinkler 11.20 35.00 12.17 39.07 51 23.5 Sprinkler 11.20 35.00 12.26 39.22 109 23.5 Sprinkler 11.20 35.00 12.28 39.25 114 23.5 Sprinkler 11.20 35.00 12.30 39.28 104 23.5 Sprinkler 11.20 35.00 12.31 39.29 119 23.5 Sprinkler 11.20 35.00 12.48 39.56 99 23.5 Sprinkler 11.20 35.00 12.50 39.60 52 23.5 Sprinkler 11.20 35.00 12.60 39.75 94 23.5 Sprinkler 11.20 35.00 13.00 40.38 74 23.5 Sprinkler 11.20 35.00 13.25 40.78 53 23.5 Sprinkler 11.20 35.00 13.31 40.86 54 23.5 Sprinkler 11.20 35.00 14.55 42.712 0 0.0 Hose@Zero 69.70 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 13 ©880Q Com any Dashboard Hydraulics Pipe Information Metals Testing p From Elev1 Pipe ID Flows Length ft C Value Total(Pt) Psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss i To Elft 2 Type Total m Total ft Psi/ft Frict(PQ psi 110 23.50 2"sch 10 Len 6.5 C=120 Pt 105) 9.766 2.1570 Ftg 0.0 Pe 0.000 105 23.50 BL 1.4 Total 6.5 0.00003 Pf 0.000 115 23.50 2"sch 10 35.0 Len 6.5 C=120 Pt 110) 9.766 2.1570 Ftg 0.0 Pe 0.000 110 23.50 BL 36.4 Total 6.5 0.01178 Pf 0.077 70 23.60 2"sch 10 35.1 Len 6.5 C= 120 Pt 115) 9.842 2.1570 E Ftg 4.3 Pe 0.000 115 23.50 BL 71.6 Total 10.8 0.04110 Pf 0.444 Total Pressure at Node 70) 10.287 psi 10 18.50 6"sch 10 Len 11.0 C= 120 Pt 21) 37.662 6.3570 2E Ftg 25.1 Pe 0.000 21 18.50 NC 1,494.1 Total 36.1 0.05881 Pf 2.126 Total Pressure at Node 10) 39.788 psi 30 18.50 2"sch 10 Len 5.0 C=120 Pt 70) 10.287 2.1570 T Ftg 10.5 Pe 2.165 70 23.50 RN 107.5 Total 15.5 0.08724 Pf 1.349 31 18.50 3"sch 10 Len 12.0 C=120 Pt 30) 13.802 3.2600 Ftg 0.0 Pe 0.000 30 18.50 CM1 107.5 Total 12.0 0.01167 Pf 0.140 32 18.50 3"sch 10 108.7 Len 12.0 C=120 Pt 31) 13.942 3.2600 Ftg 0.0 Pe 0.000 31 18.50 CM1 216.1 Total 12.0 0.04252 Pf 0.510 33 18.50 3"sch 10 113.0 Len 12.0 C= 120 Pt 32) 14.452 3.2600 Ftg 0.0 Pe 0.000 32 18.50 CM1 329.1 Total 12.0 0.09255 Pf 1.111 34 18.50 3"sch 10 122.1 Len 12.0 C= 120 Pt 33) 15.562 3.2600 Ftg 0.0 Pe 0.000 33 18.50 CM1 451.2 Total 12.0 0.16590 Pf 1.991 35 18.50 3"sch 10 137.7 Len 12.0 C= 120 Pt 34) 17.553 3.2600 Ftg 0.0 Pe 0.000 34 18.50 CM1 588.9 Total 12.0 0.27152 Pf 3.258 36 18.50 3"sch 10 -45.4 Len 12.0 C= 120 Pt 35) 20.812 3.2600 Ftg 0.0 Pe 0.000 35 18.50 CM1 543.4 Total 12.0 0.23404 Pf 2.809 Page 4 of 13 0 Copyright 2010 Sigma Development Group, Inc. Aft WON' Dashboard Hydr.+alics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 Type in Friction Loss To ft Total Total ft psi/ft Frict(Pf) psi 37 18.50 3"Sch 10 -33.0 Len 12.0 C= 120 Pt 36) 23.620 3.2600 Ftg 0.0 Pe 0.000 36 18.50 CM1 510.4 Total 12.0 0.20843 Pf 2.501 38 18.50 3"Sch 10 _28.1 Len 12.0 C= 120 Pt 37) 26.120 3.2600 Ftg 0.0 Pe 0.000 37 18.50 CM1 482.4 Total 12.0 0.18773 Pf 2.253 39 18.50 3"Sch 10 -31.8 Len 12.0 C= 120 Pt 38) 28.373 3.2600 Ftg 0.0 Pe 0.000 38 18.50 CM1 450.6 Total 12.0 0.16549 Pf 1.986 40 18.50 3"Sch 10 -42.9 Len 12.0 C= 120 Pt 39) 30.359 3.2600 Ftg 0.0 Pe 0.000 39 18.50 CM1 407.7 Total 12.0 0.13754 Pf 1.651 41 18.50 3"Sch 10 -83.8 Len 12.0 C= 120 Pt 40) 32.010 3.2600 Ftg 0.0 Pe 0.000 40 18.50 CM1 323.9 Total 12.0 0.08984 Pf 1.078 42 18.50 3"Sch 10 -69.3 Len 12.0 C= 120 Pt 41) 33.088 3.2600 Ftg 0.0 Pe 0.000 41 18.50 CM1 254.E Total 12.0 0.05756 Pf 0.691 43 is-so 3"Sch 10 -58.4 Len 12.0 C=120 Pt 42) 33.778 3.2600 Ftg 0.0 Pe 0.000 42 18.50 CM1 196.3 Total 12.0 0.03556 Pf 0.427 44 18.50 3"Sch 10 -50.6 Len 7.5 C= 120 Pt 43) 34.205 3.2600 Ftg 0.0 Pe 0.000 43 1 s.50 FCM 1 145.6 Total 7.5 0.02047 Pf 0.154 - - 26 1 s.50 3"Sch 10 Len 44.0 C= 120 Pt ) 34.359 3.2600 TIT Ftg 34.9 Pe 0.000 44 18.50 CM 145.6 Total 78.9 0.02047 Pf 1.616 25 18.50 4"Sch 10 Len 7.5 C= 120 Pt 26) 35.975 4.2600 Ftg 0.0 Pe 0.000 26 18.50 CM 145.6 Total 7.5 0.00556 Pf 0.042 Total Pressure at Node 25) 36.017 psi 114 23.50 2"Sch 10 Len 6.5 C= 120 Pt 109) 12.279 2.1570 Ftg 0.0 Pe 0.000 109 23.50 BL 18.0 Total 6.5 0.00321 Pf 0.021 © Page 5 of 13 Copyright 2010 Sigma Development Group, Inc. ©$800 DashboaM Hyd`aulics Pipe Information Metals Testing Company From Elev1 Pipe ID VGp Length ft C Value Total(Pt) psi ft p Inside Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft2 Type �n Total ft psi/ft Frict(Pft psi 119 23.50 2"sch 10 39.3 Len 6.5 C= 120 Pt 114) 12.300 2.1570 Ftg 0.0 Pe 0.000 114 23.50 BL 57.3 Total 6.5 0,02727 Pf 0.177 74 23.50 2"sch 10 39.6 Len 6.5 C=120 Pt 119) 12.477 2.1570 E Ftg 4.3 Pe 0.000 119 23.50 BL 96.9 Total 10.8 0.07200 Pf 0.778 34 18.50 2"sch 10 40.8 Len 5.0 C=120 Pt 74) 13.255 2.1570 T Ftg 10.5 Pe 2.165 74 23.50 RN 137.7 Total 15.5 0.13791 Pf 2.132 Total Pressure at Node 34) 17.552 psi 113 23.50 2"sch 10 Len 6.5 C=120 Pt 108) 10.968 2.1570 Ftg 0.0 Pe 0.000 108 23.50 BL 9.4 Total 6.5 0.00096 Pf 0.006 118 23.50 2"sch 10 37.1 Len 6.5 C= 120 Pt 113) 10.974 2.1570 Ftg 0.0 Pe 0.000 113 23.50 BL 46.5 Total 6.5 0.01850 Pf 0.120 73 23.50 2"sch 10 37.3 Len 6.5 C=120 Pt 118) 11.095 2.1570 E Ftg 4.3 Pe 0.000 118 23.50 BL 83.8 Total 10.8 0.05503 Pf 0.595 33 18.50 2"sch 10 38.3 Len 5.0 C= 120 Pt 73) 11.689 2.1570 T Ftg 10.5 Pe 2.165 73 23.50 RN 122.1 Total 15.5 0.11042 Pf 1.707 Total Pressure at Node 33) 15.562 psi 112 23.50 2"sch 10 Len 6.5 C= 120 Pt 107) 10.215 2.1570 Ftg 0.0 Pe 0.000 107 23.50 BL 4.4 Total 6.5 0.00024 Pf 0.002 117 23.50 2"sch 10 35.8 Len 6.5 C= 120 Pt 112) 10.216 2.1570 Ftg 0.0 Pe 0.000 112 23.50 BL 40.2 Total 6.5 0.01414 Pf 0.092 72 23.50 2"sch 10 36.0 Len 6.5 C= 120 Pt 117) 10.308 2.1570 E Ftg 4.3 Pe 0.000 117 23.50 BL 76.2 Total 10.8 0.04613 Pf 0.498 32 18.50 2"sch 10 36.8 Len 5.0 C=120 Pt 72) =2.165 2.1570rFtg 10.5 Pe 72 23.50 RN 113.0 Total 15.5 0.09568 Pf Total Pressure at Node 32) 14.451 psi © Copyright 2010 Sigma Development Group, Inc. Page 6 of 13 ©88.00 Washboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To EI ft 2 Type Total inTotal ft psi/ft Frict(Pf) psi 111 1 23.50 2"sch 10 Len 6.5 C=120 Pt 106) 9.863 2.1570 Ftg 0.0 Pe 0.000 106 23.50 BL 2.1 Total 6.5 0.00006 Pf 0.000 116 23.50 2 sch 10 35.2 Len 6.5 C=120 Pt 111) 9.863 2.1570 Ftg 0.0 Pe 0.000 111 23.50 BL. 37.2 Total 6.5 0.01228 Pf 0.080 71 23.50 2"sch 10 35.3 Len 6.5 C= 120 Pt 116) 9.943 2.1570 E Ftg 4.3 Pe 0.000 116 23.50 131. 72.6 Total 10.8 0.04217 Pf 0.456 I I- 31 18.50 2"sch 10 36.1 Len 5.0 C=120 Pt 71) 10.399 2.1570 T Ftg 10.5 Pe 2.165 71 23.50 RN 108.7 Total 15.5 0.08905 Pf 1.377 Total Pressure at Node 31) 13.940 psi 104 23.50 2EBL Len 6.5 C= 120 Pt 109) 12.279 2.1570 Ftg 0.0 Pe 0.000 109 23.50 21.2 Total 6.5 0.00433 Pf 0.028 99 23.50 2 sch 10 39.3 Len 6.5 C= 120 Pt 104) 12.307 2.1570 Ftg 0.0 Pe 0.000 104 23.50 BL 60.5 Total 6.5 0.03013 Pf 0.196 94 23.50 2"sch 10 39.6 Len 6.5 C= 120 Pt 99) 12.503 2.1570 Ftg 0.0 Pe 0.000 99 23.50 BL 100.1 Total 6.5 0.07649 Pf 0.497 54 23.50 2 sch 10 40.4 Len 6.5 C=120 Pt 94) 13.000 2.1570 E Ftg 4.3 Pe 0.000 94 23.50 BL 140.5 Total 10.8 0.14318 Pf 1.547 15 18.50 2 sch 10 42.7 Len 5.0 C= 120 Pt 54) 14.547 2.1570 T Ftg 10.5 Pe 2.165 54 23.50 RN 183.2 Total 15.5 0.23399 Pf 3.618 Total Pressure at Node 15) 20.330 psi 103 23.50 2"sch 10 Len 6.5 C= 120 Pt 108) 10.968 2.1570 Ftg 0.0 Pe 0.000 108 23.50 BL 27.7 Total 6.5 0.00711 Pf 0.046 98 23.50 2^sch 10 37.2 Len 6.5 C= 120 Pt 103) 11.014 2.1570 Ftg 0.0 Pe 0.000 103 23.50 BL 64.9 Total 6.5 0.03430 Pf 0.223 Page 7 of 13 © Copyright 2010 Sigma Development Group, Inc. ©'a Dashboard Hydraalics Pipe Information Metals Testing Company From Elft 1 Pipe ID Added Inside Length ft G Value Total(Pt) psi GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To El ft 2 Type Total in Total ft psi/ft Frict(Pf) psi 93 23.50 2"Sch 10 37.5 Len 6.5 C=120 Pt 98) 11.237 2.1570 Ftg 0.0 Pe 0.000 98 23.50 BL 102.4 Total 6.5 0.07982 Pf 0.519 77: ] 53 23.50 2"sch 10 38.4 Len 6.5 C=120 Pt 93) 11.756 2.1570 E Ftg 4.3 Pe 0.000 0.14386 Pf 1.555 93 23.50 BL 140.8 Total 10.8 14 18.60 2"Sch 10 40.9 Len 5.0 C=:120 Pt 53) 13.311 2.1570 T Ftg 10.5 Pe 2.165 53 23.50 RN 181.7 Total 15.5 0.23046 Pf 3.563 Total Pressure at Node 14) 19.039 psi 102 23.50 2"Sch 10 Len 6.5 C=120 Pt 107) 10.215 2.1570 Ftg 0.0 Pe 0.000 107 23.50 BL 31.4 Total 6.5 0.00896 Pf 0.058 97 23.50 2"Sch 10 35.9 Len 6.5 C=120 Pt 102) 10.273 2.1570 Ftg 0.0 Pe 0.000 102 23.50 BL 67.3 Total 6.5 0.03670 Pf 0.239 Len 6•5 C=120 Pt 97) 10.512 92 23.50 2"Sch 10 36.3 Ftg 0.0 Pe 0.000 2.1570 0.530 97 23.50 BL 103.6 Total 6.5 0.08153 Pf 52 23.50 2"Sch 10 37.2 Len 6.5 C= 120 Pt 92) 11.041 2.1570 E Ftg 4.3 Pe 0.000 92 23.50 BL 140.8 Total 10.8 0.14384 Pf 1.554 Len 5•0 C= 120 Pt 52) 12.596 13 18.50 2"Sch 10 39.7 10.5 Pe 2.165 2.1570 T Ftg 0.22783 Pf 3.522 52 23.50 RN 180.6 Total 15.5 Total Pressure at Node 13) 18.283 psi 101 23.50 2"Sch 10 Len 6.5 C= 120 Pt 106) 863 0. 2.1570 Ftg 0.0 Pe 0.000000 106 23.50 BL 33.1 0.00988 Pf 0.064 Total 6.5 96 23.50 2"Sch 10 35.3 Len 6•5 C= 120 Pt 101) 9.927 2.1570 Ftg 0.0 Pe 0.000 101 23-so BL 68.4 Total 6.5 0.03782 Pf 0.246 91 23.50 2"Sch 10 35.7 Len 6.5 C=120 Pt 96) 10.173 2.1570 Fig 0.0 Pe 0.000 96 23.50 BL. 104.1 Total 6.5 0.08228 Pf 0.535 Page 8 of 13 © Copyright 2010 Sigma Development Group, Inc. ©8800 Metals Testing Company Dashboard Nydraulics Pipe Information From Elev1 ID Pipe Flows Length ft C Value Total(Pt) psi It Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 Type in Friction Loss Frict(Pf) psi ft Total Total ft psi/ft 51 23.50 2°scn 10 36.6 Len 6.5 C=120 Pt 91) 10.708 2.1570 E Ftg 4.3 Pe 0.000 91 23.50 BL 140.8 Total 10.8 0.14374 Pf 1.553 12 18.50 r scn 10 39.2 Len 5.0 C=120 Pt 51) 12.261 2.1570 T Ftg 10.5 Pe 2.165 51 23.50 RN 180.0 Total 15.5 022647 Pf 3.501 Total Pressure at Node 12) 17.927 psi 100 23.50 2"scn 10 Len 6.5 C= 120 Pt 105) 9.766 2.1570 Ftg 0.0 Pe 0.000 105 23.50 BL 33.6 Total 6.5 0.01014 Pf 0.066 95 23.50 2"scn 10 35.1 Len 6.5 C=120 Pt 100) 9.831 2.1570 Ftg 0.0 Pe 0.000 100 23.50 BL 68.7 Total 6.5 0.03812 Pf 0.248 90 23.50 2"scn 10 35.6 Len 6.5 C= 120 Pt 95) 10.079 2.1570 Ftg 0.0 Pe 0.000 95 23.50 BL 104.3 Total 6.5 0.08248 Pf 0.536 50 23.50 2"scn 10 36.5 Len 6.5 C= 120 Pt 90) 10.615 2.1570 E Ftg 4.3 Pe 0.000 90 23.50 131- 140.8 Total 10.8 0.14370 Pf 1.553 11 18.50 2"sch 10 39.1 Len 5.0 C= 120 Pt 50) 12.168 2.1570 T Ftg 10.5 Pe 2.165 50 23.50 RN 179.8 Total 15.5 0.22608 Pf 3.495 12 18.50 4^scn 10 Len 12.0 C= 120 Pt 11) 17.830 4.2600 Ftg 0.0 Pe 0.000 11 18.50 CM 179.8 Total 12.0 0.00822 Pf 0.099 13 18.50 4"scn 10 180.0 Len 12.0 C= 120 EPeo.000 29 4.2600 Ftg 0.0 00 12 18.50 CM 359.8 Total 12.0 0.02966 56 14 18.50 4"scn 10 180.6 Len 12.0 C=120 85 4.2600 Ftg 0.0 13 18.50 CM 540.4 rFtgO.0 0.06294 55 15 18.50 a"scn 10 181.7 C= 120 Pt 14) 19.040 4.2600 Pe 0.00014 18.50 CM 722.1 Total . 0.10760 Pf 1.291 © Copyright 2010 Sigma Development Group, Inc. Page 9 of 13 o0 Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside Psi Notes GPM Diameter Fittings Fitting ft Elev(Pe) P Elev2 Type in Friction Loss ft Total Total ft psi/ft Frict(Pf) psi To 16 18.50 4"Sch 10 183.2 Len 12.0 C= 120 Pt 15) 20.331 4.2600 Ftg 0.0 Pe 0.000 15 18.50 CM 905.3 Total 12.0 0.16349 Pf 1.962 Total Pressure at Node 16) 22.293 psi Len 5.0 Pt 43) 34.205 $3 23.50 2"Sch 10 C=120 2.1570 T Ftg 10.5 Pe -2.165 43 18.50 RN 50.6 Total 15.5 0.02169 Pf 0.335 63 23.50 2"Sch 10 Len 44.0 C= 120 Pt 83) 32.374 2.1570 EIE Ftg 8.6 Pe 0.000 $3 23.50 BL 50.6 1 Total 52.6 0.02169 Pf 1.141 25 18.50 2"Sch 10 Len 5.0 C=120 Pt 63) 33.515 2.1570 T Ftg 10.5 Pe 2.165 63 23.50 RN 50.6 Total 15.5 0.02169 Pf 0.335 24 18.50 4"Sch 10 145.6 Len 12.0 C= 120 Pt 25) 36.017 4.2600 Ftg 0.0 Pe 0.000 25 18.50 CM 196.3 Total 12.0 0.00966 Pf 0.116 Total Pressure at Node 24) 36.133 psi $2 23.50 2"Sch 10 Len 5•0 C= 120 Pt 42) 33.778 2.1570 T Ftg 10.5 Pe -2.165 42 18.50 RN 58.4 Total 15.5 0.02819 Pf 0.436 62 23.50 2"Sch 10 Len 44.0 C= 120 Pt 82) 32.048 2.1570 EIE Ftg 8.6 Pe 0.000 82 23.50 BL 58.4 Total 52.6 0.02819 Pf 1.483 24 18.50 2"Sch 10 Len 5•0 C= 120 Pt 62) 33.531 2.1570 T Ftg 10.5 Pe 2.165 62 23.50 F RN 58.4 Total 15.5 0.02819 Pf 0.436 36.133 24 Len 12.0 ) 23 18.50 4"Sch 10 196.3 C= 120 Pt 0.000 4.2600 Ftg 0.0 Pe 24 18.50 CM 254.6 Total 12.0 0.01564 Pf 0.188 Total Pressure at Node 23) 36.321 psi $1 23.50 2"Sch 10 Len 5 0 C= 120 Pt 41} 088-2. 2.1570 T Ftg 10.5 Pe -2.116565 41 18.50 RN 69.3 Total 15.5 0.03870 Pf 0.598 61 23.50 2"Sch 10 Len 44.0 C= 120 Pt 81) 31.520 2.1570 EIE Ftg 8.6 Pe 0.000 $1 23.50 BL 69.3 Total 52.6 0.03870 Pf 2.036 © Copyright 2010 Sigma Development Group, Inc. Page 10 of 13 Aft ©'8$OU Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pi a ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 Friction Loss To ft Type Total �n Total ft psi/ft Frict(Pf) psi 23 18.50 2"Sch 10 Len 5.0 C=120 Pt 61) 33.556 2.1570 T Ftg 10.5 Pe 2.165 61 23.50 RN 69.3 Total 15.5 0.03870 Pf 0.598 22 18.50 4"Sch 10 254.6 Len 12.0 C=120 Pt 23) 36.320 4.2600 Ftg 0.0 Pe 0.000 23 18.50 CM 323.9 Total 12.0 0.02441 Pf 0.293 Total Pressure at Node 22) 36.613 psi 80 23.50 2"Sch 10 Len 5.0 C=120 Pt 40) 32.010 2.1570 T Ftg 10.5 Pe -2.165 40 18.50 RN 83.8 Total 15.5 0.05511 Pf 0.852 60 23.50 2"Sch 10 Len 44.0 C= 120 Pt 80) 30.695 2.1570 E/E Ftg 8.6 Pe 0.000 80 23.50 BL 83.8 Total 52.6 0.05511 Pf 2.899 22 18.50 2"Sch 10 Len 5.0 C= 120 Pt 60) 33.595 2.1570 T Ftg 10.5 Pe 2.165 60 23.50 RN 83.8 Total 15.5 0.05511 Pf 0.852 21 18.50 4"Sch 10 323.9 Len 7.0 C= 120 Pt 22) 36.613 4.2600 T Ftg 21.1 Pe 0.000 22 18.50 CM 407.7 Total 28.1 0.03738 Pf 1.049 Total Pressure at Node 21) 37.662 psi 79 23.50 2"Sch 10 Len 5.0 C= 120 Pt 39) 30.359 2.1570 T Ftg 10.5 Pe -2.165 39 18.50 RN 42.9 Total 15.5 0.01594 Pf 0.246 59 23.50 2"Sch 10 Len 44.0 C= 120 Pt 79) 28.439 2.1570 E/E Ftg 8.6 Pe 0.000 79 23.50 BL 42.9 Total 52.6 0.01594 Pf 0.838 20 18.50 2"Sch 10 Len 5.0 C= 120 Pt 59) 29.277 2.1570 T Ftg 10.5 Pe 2.165 59 23.50 RN 42.9 Total 15.5 0.01594 Pf 0.246 Total Pressure at Node 20) 31.689 psi 78 23.50ERN Len 5.0 C= 120 Pt 38) 28.373 2.1570 T Ftg 10.5 Pe -2.165 38 18.5031.8 Total 15.5 0.00916 Pf 0.142 58 23.50 2"Sch 10 Len 44.0 C= 120 Pt 78) 26.348 2.1570 E/E Ftg 8.6 Pe 0.000 78 23.50 BL 31.8 Total 52.6 0.00916 Pf 0.482 © Copyright 2010 Sigma Development Group,Inc. Page 11 of 13 ©$$d0 Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 19 18.50 2"sch 10 Len 5.0 C=120 Pt 58) 26.830 2.1570 T Ftg 10.5 Pe 2.165 58 23.50 RN 31.8 Total 15.5 0.00916 Pf 0.142 Total Pressure at Node 19) 29.137 psi 77 23.5a 2^sch 10 Len 5.0 C=120 Pt 37) 26.120 2.1570 T Ftg 10.5 Pe -2.165 37 18.50 RN 28.1 Total 15.5 0.00727 Pf 0.112 57 23.50 2°sch 10 Len 44.0 C= 120 Pt 77) 24.066 2.1570 EIE Ftg 8.6 Pe 0.000 77 23.50 BL 28.1 Total 52.6 0.00727 Pf 0.383 18 18.50 2 sch 10 Len 5.0 C= 120 Pt 57) 24.449 2.1570 T Ftg 10.5 Pe 2.165 57 23.50 RN 28.1 Total 15.5 0.00727 Pf 0.112 Total Pressure at Node 18) 26.727 psi 76 23.50 2 sch 10 Len 5.0 C=120 Pt 36) 23.620 2.1570 T Ftg 10.5 Pe -2.165 36 18.50 RN 33.0 Total 15.5 0.00982 Pf 0.152 56 23.50 2"sch 10 Len 44.0 C= 120 Pt 76) 21.605 2.1570 EIE Ftg 8.6 Pe 0.000 76 23.50 BL 33.0 Total 52.6 0.00982 Pf 0.517 17 18.50 2 sch 10 Len 5.0 C=120 Pt 56) 22.122 2.1570 T Ftg 10.5 Pe 2.165 56 23.50 RN 33.0 Total 15.5 0.00982 Pf 0,152 Total Pressure at Node 17) 24.439 psi 75 23.50 2"sch 10 Len 5.0 C= 120 Pt 35) 20.812 2.1570 T Ftg 10.5 Pe -2.165 35 %so RN E Total 15.5 0.01773 Pf 0.274 55 23.50 2"sch 10 Len 44.0 C= 120 Pt 75) 18.919 2.1570 EIE Ftg 8.6 Pe 0.000 75 23.50 BL 45.4 Total 52.6 0.01773 Pf 0.933 16 18.50 2"sch 10 Len 5.0 C=120 Pt 55) 19.852 2.1570 T Ftg 10.5 Pe 2.165 55 23.50 RN 45.4 Total 15.5 0.01773 Pf 0.274 17 18.50 4"sch 10 905.3 Len 12.0 C= 120 Pt 16) 22.293 4.2600 Ftg 0.0 Pe 0.000 16 1 18.50 CM 950.7 Total 12.0 0.17898 Pf 2.148 © Copyright 2010 Sigma Development Group, Inc. Page 12 of 13 ©8$ao Dashboard Hydmifias Pipe Information Metals Testing Company From Elev1 ID Pipe Flows Length ft C Value Total(Pt) Psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(F psi 18 18.50 4"sch 10 33.0 Len 12.0 C=120 Pt 17) 24.440 4.2600 Ftg 0.0 Pe 0.000 17 18.50 CM 983.7 Total 12.0 0.19065 Pf 2.288 19 18.50 4"sch 10 28.1 Len 12.0 C=120 Pt 18) 26.728 4.2600 Ftg 0.0 Pe 0.000 18 18.50 CM 1,011.8 Total 12.0 0.20083 Pf 2.410 20 18.50 4"sch 10 31.8 Len 12.0 C= 120 Pt 19) 29.138 4.2600 Ftg 0.0 Pe 0.000 19 18.50 CM 1,043.5 Total 12.0 0.21266 Pf 2.552 21 18.50 4"sch 10 42.9 Len 5.0 C=120 Pt 20) 31.690 4.2600 T Ftg 21.1 Pe 0.000 20 18.50 CM 1,086.4 Total 26.1 022910 Pf 5.972 Total Pressure at Node 21) 37.662 psi 2 4.00 s^sch 10 Len 14.5 C=120 Pt 10) 39.788 6.3570 Ftg 0.0 Pe 6.279 10 18.50 FIR 1,494.1 Total 14.5 0.05881 Pf 0.853 1 0.00 6"sch 10 Len 4.0 C=120 Pt 2) 46.923 6.3570 100 Ftg 100.0 Pe 1.732 2 4.00 FIR 1,494.1 Total 104.0 0.05881 Pf 6.116 0 0.00 s Di Len 200.0 C=140 Pt 1) 54.773 6.3400 2E,T,GV Ftg 133.2 Pe 0.000 1 0.00 UN 1,494.1 Total 333.2 0,04480 Pf 14.929 Total Pressure at Node 0) 69.701 psi © Copyright 2010 Sigma Development Group, Inc. Page 13 of 13 ASk ©8 oo Dashboard Hydiau#J Hydraulics Summary Sheet Project Information Calculation Date: 6116/201211:39:08 AM Metals Testing Company system ID drawing ref FP-1 building Processing Area 66 Kimberly Ave. construction steel South Windsor,Connecticut f occupancy contract# authority Contractor Information Hydraulics Criteria HHS density .80 GPM/ft2 system type wet design std NFPA 30 remote area 1000 ft2 hazard Table 15.5.2.2 80 Colonial Road Manchester,CT spr coverage varies ftZ sprs flowing 14 figure calculated by JED calc'd volume 732.6 gal curve telephone fax Flow Test email static pressure 95.00 psi residual pressure 75.00 psi < p quantity flowing 2,238.0 GPM 0 elevation from ff 0.00 ft > y� ,lAM D 4E'A.IFCKI 140 Supply / Demand Graph _,. . ._ ...u�N.. , xE T 89.23 psi available at ' Sprinkler Demand of 68.32 psi with 120 Total System Flow of 1,142.8 GPM � Mar m +23 4% NO 1 S - �., 100 � i tR _ r v 'c Q. 80 z sx s s E� 60 40 _ _ _. - ---- 2 s 2D 5 �re Y 0 _ ,� 0 0 250 500 750 1000 125 Water Flow(GPM) Demand at sprinkler and interior hose flows O Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 12 ©poa pashboardFfydraalics Supply Analysis Metals Testing Company Source Static Residual Quantity Pressure Total Node /Pressure Pressure Flowing Available System /FRequ7ired Pre Flow Zero 95.00 psi 75.00 psi 2,238.0 GPM 89.23 psi 1,142.8 GPM 68.32 Maximum velocity in pipe 11 -50 is 18.2 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft i GPM psi GPM 105 23.5 Sprinkler 11.20 62.40 31.04 62.40 100 23.5 Sprinkler 11.20 62.40 31.06 62.42 110 23.5 Sprinkler 11.20 62.40 31.15 62.51 106 23.5 Sprinkler 11.20 62.40 31.24 62.60 101 23.5 Sprinkler 11.20 62.40 31.26 62.61 111 23.5 Sprinkler 11.20 62.40 31.35 62.71 95 23.5 Sprinkler 11.20 62.40 31.40 62.75 96 23.5 Sprinkler 11.20 62.40 31.58 62.94 115 23.5 Sprinkler 11.20 35.00 31.71 63.07 116 23.5 Sprinkler 11.20 35.00 31.93 63.29 90 23.5 Sprinkler 11.20 62.40 32.36 63.71 91 23.5 Sprinkler 11.20 62.40 32.54 63.88 117 23.5 Sprinkler 11.20 35.00 37.88 68.94 112 23.5 Sprinkler 11.20 62.40 37.90 68.95 0 0.0 1 Hose@Zero 68.32 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 12 ©880 Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 110 23.50 2"Sch 10 Len 6.5 C=120 Pt 105) 31.042 2.1570 Ftg 0.0 Pe 0.000 105 23.50 BL 44.2 Total 6.5 0.01688 Pf 0.110 115 23.50 2"Sch 10 62.5 Len 6.5 C=120 Pt 110) 31.151 2.1570 Ftg 0.0 Pe 0.000 110 23.50 BL 106.7 Total 6.5 0.08614 Pf 0.560 70 23.50 2"Sch 10 63.1 Len 6.5 C= 120 Pt 115) 31.711 2.1570 E Ftg 4.3 Pe 0.000 115 23.50 BL 169.8 Total 10.8 0.20335 Pf 2.198 Total Pressure at Node 70) 33.909 psi 10 18.50 6"sch 10 Len 11.0 C= 120 Pt 21) 51.036 6.3570 2E Ftg 25.1 Pe 0.000 21 18.50 NC 892.8 Total 36.1 0.02268 Pf 0.820 Total Pressure at Node 10) 51.856 psi 30 18.50 2"Sch 10 Len 5.0 C= 120 Pt 70) 33.909 2.1570 T Ftg 10.5 Pe 2.165 70 23.50 RN 169.8 Total 15.5 0.20335 Pf 3.144 31 18.50 3"Sch 10 Len 12.0 C= 120 Pt 30) 39.219 3.2600 Ftg 0.0 Pe 0.000 30 18.50 CM1 169.8 Total 12.0 0.02721 Pf 0.327 Len 12.0 Pt 31) 39.546 32 18.so 3 Sch 10 171.7 3.2600 Ftg 0.0 C= 120 Pe 0.000 31 18.5o CM1 341.5 Total 12.0 0.09908 Pf 1.189 33 18.50 3"Sch 10 55.9 Len 12.0 C= 120 Pt 32) 40.735 3.2600 Ftg 0.0 Pe 0.000 32 18.50 CM1 397.4 Total 12.0 0.13116 Pf 1.574 34 18.50 3"Sch 10 -39.4 Len 12.0 C= 120 Pt 33) 42.309 3.2600 Ftg 0.0 Pe 0.000 33 18.50 CM1 357.9 Total 12.0 0.10810 Pf 1.297 35 18.50 3"Sch 10 -27.7 Len 12.0 C= 120 Pt 34) 43.606 3.2600 Ftg 0.0 Pe 0.000 34 18.50 CM1 330.3 Total 12.0 0.09314 Pf 1.118 36 18.50 3"Sch 10 -19.2 Len 12.0 C= 120 Pt 35) 44.724 3.2600 Ftg 0.0 Pe 0.000 35 18.50 CM1 311.1 Total 12.0 0.08340 Pf 1.001 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 12 ©8800 Dashboard Hydraulics Pipe Information Metals Testing Company From Elevt Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Diameter Fittings Fitting ft Etev(Pe) psi Notes Elev2 GPM Friction Loss To ft Type Total in Total ft psi/ft Frict(Pf) psi 37 18.50 3"Sch 10 -13.8 Len 12.0 C=120 Pt 36) 45.724 3.2600 Ftg 0.0 Pe 0.000 36 18.50 CM1 297.3 Total 12.0 0.07666 Pf 0.920 38 18.50 3"Sch 10 -13.1 Len 12.0 C=120 Pt 37) 46.644 3.2600 Ftg 0.0 Pe 0.000 37 18.50 CM1 284.2 Total 12.0 0.07053 Pf 0.846 39 18.50 3"Sch 10 -17.1 Len 12.0 C=120 Pt 38) 47.491 3.2600 Ft9 0.0 Pe 0.000 38 18.50 CM1 267.1 Total 12.0 0.06289 Pf 0.755 40 18.50 3"Sch 10 -24.7 Len 12.0 C=120 Pt 39) 48.245 3.2600 Ftg 0.0 Pe 0.000 39 18.50 CM1 242.4 Total 12.0 0.05256 Pf 0.631 41 18.50 3"Sch 10 -49.8 Len 12.0 C=120 Pt 40) 48.876 3.2600 Ftg 0.0 Pe 0.000 40 18.50 CM1 192.6 Total 12.0 0.03434 Pf 0.412 42 18.50 3"Sch 10 -41.2 Len 12.0 C= 120 Pt 41) 49.288 3.2600 Ftg 0.0 Pe 0.000 41 18.50 CM1 151.4 Total 12.0 0.02200 Pf 0.264 43 18.50 3"Sch 10 -34.7 Len 12.0 C= 120 Pt 42) 49.552 3.2600 Ftg 0.0 Pe 0.000 42 18.50 CM1 116.7 Total 12.0 0.01359 Pf 0.163 44 18.50 3"Sch 10 -30.1 Len 7.5 C=120 Pt 43) 49.715 3.2600 Ftg 0.0 Pe 0.000 43 18.50 CM1 H Total 7.5 0.00783 Pf 0.059 26 18.50 3"Sch 10 Len 44.0 C= 120 Pt 44) 49.774 3.2600 T(T Ftg 34.9 Pe 0.000 44 18.50 CM 86.6 Total 78.9 0.00783 Pf 0.618 25 18.50 4"Sch 10 Len 7.5 C= 120 Pt 26) 50.391 -F4.2600 Ftg 0.0 Pe 0.000 26 18.50 CM 86.6 Total 7.5 0.00213 Pf 0.016 Total Pressure at Node 25) 50.407 psi 74 23.50 2"Sch 10 Len 5.0 C= 120 Pt 34) 43.606 2.1570 T Ftg 10.5 Pe -2.165 34 18.50 RN 27.7 Total 15.5 0.00710 Pf 0.110 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 12 ©`8800 Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pip a ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 119 23.50 2 scn 10 Len 6.5 C= 120 Pt 74) 41.549 2.1570 E Ftg 4.3 Pe 0.000 74 23.50 BL 27.7 Total 10.8 0.00710 Pf 0.077 114 23.60 2"scn 10 Len 6.5 C= 120 Pt 119) 41.626 2.1570 Ftg 0.0 Pe 0.000 119 23.50 BL 27.7 Total 6.5 0.00710 Pf 0.046 109 23.50 2^scn 10 Len 6.5 C=120 Pt 114) 41.672 2.1570 Ftg 0.0 Pe 0.000 114 23.50 BL 27.7 Total 6.5 0.00710 Pf 0.046 104 23.50 2 scn 10 Len 6.5 C=120 Pt 109) 41.718 2.1570 Ftg 0.0 Pe 0.000 109 23.50 BL 27.7 Total 6.5 0.00710 Pf 0.046 99 23.50 2"scn 10 Len 6.5 C=120 Pt 104) 41.764 2.1570 Ftg 0.0 Pe 0.000 104 23.50 BL 27.7 Total 6.5 0.00710 Pf 0.046 94 23.50 2"scn 10 Len 6.5 C=120 Pt 99) 41.810 2.1570 Ftg 0.0 Pe 0.000 99 23.50 BL 27.7 Total 6.5 0.00710 Pf 0.046 54 23.50 2"scn 10 Len 6.5 C=120 Pt 94) 41.857 2.1570 E Ftg 4.3 Pe 0.000 94 23.50 BL 27.7 Total 10.8 0.00710 Pf 0.077 15 18.50 2 scn 10 Len 5.0 C=120 Pt 54) 41.933 2.1570 T Ftg 10.5 Pe 2.165 54 23.50 RN 27.7 Total 15.5 0.00710 Pf 0.110 Total Pressure at Node 15) 44.208 psi 73 23.50 2"sch 10 Len 5.0 C= 120 Pt 33) 42.309 2.1570 T Ftg 10.5 Pe -2.165 33 18.50 RN 39.4 Total 15.5 0.01364 Pf 0.211 118 23.50 2"scn 10 Len 6.5 C=120 Pt 73) 40.353 2.1570 E Ftg 4.3 Pe 0.000 73 23.50 BL 39.4 Total 10.8 0.01364 Pf 0.147 113 23.50 2"scn 10 Len 6.5 C=120 Pt 118) 40.501 r - 2.1570 Ftg 0.0 Pe 0.000 118 23.50 BL 39.4 Total 6.5 0.01364 Pf 0.089 © Copyright 2010 Sigma Development Group,Inc. Page 5 of 12 ©88Q0 Pipe Information Metals Testing Company Dashboard Hydraulics From Elev1 Pip a ID Flows Length ft C Value Total(Pt) Psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft2 Type Total �n Total ft psi/ft Frict(Pf) psi 108 23.50 2"scn 10 Len 6.5 C=120 Pt 113) 40.589 2.1570 Ftg 0.0 Pe 0.000 i 113 23.50 BIL 39.4 Total 6.5 0.01364 Pf 0.089 Len 6.5 C= 120 Pt 108) 40.678 103 23.50 2"sch 10 2.1570 Ftg 0.0 Pe 0.000 108 23.50 BL 39.4 Total 6.5 0.01364 Pf 0.089 98 23.50 2"sch 10 Len 6.5 C=120 Pt 103) 40.767 2.1570 Ftg 0.0 Pe 0.000 103 23.50 BL. 39.4 Total 6.5 0.01364 Pf 0.089 93 23.50 2"sch 10 Len 6.5 C=120 Pt 98) 40.855 2.1570 Ftg 0.0 Pe 0.000 98 23.50 BL 39.4 Total 6.5 0.01364 Pf 0.089 53 23.50 2"scn 10 Len 6.5 C=120 Pt 93) 40.944 2.1570 E Ftg 4.3 Pe 0.000 93 23.50 BL 39.4 Total 10.8 0.01364 Pf 0.147 14 18.50 2"scn 10 Len 5.0 C=120 Pt 53) 41.091 2.1570 T Ftg 10.5 Pe 2.165 53 23.50 RN 39.4 Total 15.5 0.01364 Pf 0.211 Total Pressure at Node 14) 43.467 psi 23.50 2"scn 10 Len 6.5 C= 120 Pt 117) 37.884 2.1570 E Ftg 4.3 Pe 0.000 F72 17 23.50 BL Total 10.8 0.02603 Pf 0.281 55.9 32 18.50 2"scn 10 Len 5.0 C= 120 Pt 72) 38.166 2.1570 T Ftg 10.5 Pe 2.165 72 23.50 RN 55.9 Total 15.5 0.02603 Pf 0.402 Total Pressure at Node 32) 40.733 psi 111 23.50 2"sch 10 Len 6.5 C= 120 Pt 106) 31.238 2.1570 Ftg 0.0 Pe 0.000 106 23.50 BL 45.7 Total 6.5 0.01790 Pf 0.116 Len 6.5 C= 120 Pt111) 31.354 116 23.50 2"sch 10 62.7 21570 Ftg 0.0 Pe 0.000 111 23.50 BL 108.4 Total 6.5 0.08859 Pf 0.576 71 23.50 2"scn 10 63.3 Len 6.5 C=120 Pt 116) 31.000 2.1570 E Ftg 4.3 Pe 0.000 116 23.50 BL 171.7 Total 10.8 0.20746 Pf 2.242 Page 6 of 12 © Copyright 2010 Sigma Development Group, Inc. ©s800 Dashboard Hydrae/its Pipe Information Metals Testing Company From Elev1 Pip a ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting It Elev(Pe) psi Notes Elev2 Friction Loss To ft Type Total in Total ft psi/ft Frict(Pf) psi 31 18.50 2"sch 10 Len 5.0 C=120 Pt 71} 34.172 2.1570 T Ftg 10.5 Pe 2.165 71 23.50 RN 171.7 Total 15.5 0.20746 Pf 3.207 Total Pressure at Node 31) 39.544 psi 112 23.50 2"sch 10 Len 6.5 C= 120 Pt 117) 37.884 2.1570 Ftg 0.0 Pe 0.000 117 23.50 BL 13.0 Total 6.5 0.00176 Pf 0.011 107 23.50 2"sch 10 68.9 Len 6.5 C=120 Pt 112) 37.896 2.1570 Ftg 0.0 Pe 0.000 112 23.50 BL 82.0 Total 6.5 0.05287 Pf 0.344 102 23.50 2"sch 10 Len 6•5 C= 120 Pt 107) 38.239 2.1570 Ftg 0.0 Pe 0.000 107 23.50 BL. 82.0 Total 6.5 0.05287 Pf 0.344 97 23.50 2^sch 10 Len 6.5 C= 120 Pt 102) 38.583 2.1570 Ftg 0.0 Pe 0.000 102 23.50 BL 82.0 Total 6.5 0.05287 Pf 0.344 92 23.50 2"sch 10 Len 6.5 C=120 Pt 97) 38.927 2.1570 Ftg 0.0 Pe 0.000 97 23.50 BL 82.0 Total 6.5 0.05287 Pf 0.344 52 23.50 2"sch 10 Len 6.5 C= 120 Pt 92) 39.270 2.1570 E Ftg 4.3 Pe 0.000 92 23.50 BL 82.0 Total 10.8 0.05287 Pf 0.571 13 18.50 2 sch 10 Len 5-0 C= 120 Pt 52) 39.842 2.1570 T Ftg 10.5 Pe 2.165 52 23.50 RN 82.0 15.5 0.05287 Pf 0.817 Total Total Pressure at Node 13) 42.824 psi 101 23.50 2"sch 10 Len 6.5 C= 120 Pt 106) 31.238 2.1570 Ftg 0.0 Pe 0.000 106 23.50 BL 16.9 Total 6.5 0.00286 Pf 0.019 96 23.50 2"sch 10 62.6 Len 6.5 C= 120 Pt 101) 31.256 2.1570 Ftg 0.0 Pe 0.000 101 23.50 BL 79.6 Total 6.5 0.05001 Pf 0.325 91 23.50 2"sch 10 62.9 Len 6.5 C= 120 Pt 96) 31.581 2.1570 Ftg 0.0 Pe 0.000 96 23.50 BL 142.5 Total 6.5 0.14701 Pf 0.956 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 12 ©8800 Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pip a ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 Type in Friction Loss ft yp Total Total ft psi/ft Frict(Pft psi 51 23.50 2"sch 10 63.9 Len 6.5 C=120 Pt 91) 32.537 2.1570 E Ftg 4.3 Pe 0.000 91 23.50 BL 206.4 Total 10.8 0.29170 Pf 3.153 12 18.50 2"sch 10 Len 5.0 C=120 Pt 51) 35.689 2.1570 T Ftg 10.5 Pe 2.165 51 23.50 RN 206.4 Total 15.51 0.29170 Pf 4.510 Total Pressure at Node 12) 42.364 psi 100 23.50 2"sch 10 Len 6.5 C=120 Pt 105) 31.042 2.1570 Ftg 0.0 Pe 0.000 105 23.50 BL 18.2 Total 6.5 0.00326 Pf 0.021 95 23.50 2"sch 10 62.4 Len 6.5 C= 120 Pt 100) 31.063 2.1570 Ftg 0.0 Pe 0.000 100 23.50 BL 80.6 Total 6.5 0.05122 Pf 0.333 90 23.50 2"sch 10 62.8 Len 6.5 C=120 Pt 95) 31.396 2.1570 Ftg 0.0 Pe 0.000 95 23.50 BL 143.3 Total 6.5 0.14863 Pf 0.966 50 23.50 2"sch 10 63.7 Len 6.5 C= 120 Pt 90) 32.362 2.1570 E Ftg 4.3 Pe 0.000 90 23.50 BL 207.1 Total 10.8 0.29348 Pf 3.172 11 18.50 2"sch 10 Len 5.0 C=120 Pt 50) 35.534 2.1570 T Ftg 10.5 Pe 2.165 50 23.50 RN 207.1 Total 15.5 0.29348 Pf 4.537 12 18.50 4"sch 10 Len 12.0 C= 120 Pt 11) 42.238 4.2600 Ftg 0.0 Pe 0.000 11 18.50 CM 207.1 Total 12.0 0.01067 Pf 0.128 13 18.50 4"sch 10 206.4 Len 12.0 C= 120 Pt 12) 42.365 4.2600 Ftg 0.0 Pe 0.000 12 18.50 CM 413.4 Total 12.0 0.03835 Pf 0.460 14 18.50 4"sch 10 82.0 Len 12.0 C= 120 Pt 13) 42.826 4.2600 Ftg 0.0 Pe 0.000 13 18.50 CM 495.4 Total 12.0 0.05360 Pf 0.643 15 18.50 4"sch 10 39.4 Len 12.0 C= 120 Pt 14) 43.468 4.2600 Ftg 0.0 Pe 0.000 14 18.50 CM 534.8 Total 12.0 0.06175 Pf 0.741 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 12 ©:8840 Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pip a ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft Psi/ft Frict(Pf) psi F16 18.50 4"Sch 10 27.7 Len 12.0 C=120 Pt 15) 44.210 T 4.2600 Ftg 0.0 Pe 0.000 15 18.50 CM 562.5 Total 12.0 0.06780 Pf 0.814 Total Pressure at Node 16) 45.023 psi L 1 83 23.50 2"Sch 10 Len 5.0 C= 120 Pt 43) 49.715 2.1570 T Ftg 10.5 Pe -2.165 43 18.50 RN 30.1 Total 15.5 0.00829 Pf 0.128 63 23.50 2"Sch 10 Len 44.0 C=120 Pt 83) 47.676 2.1570 EIE Ftg 8.6 Pe 0.000 83 23.50 BL 30.1 Total 52.6 0.00829 Pf 0.436 25 18.50 2"Sch 10 Len 5.0 C=120 Pt 63) 48.112 2.1570 T Ftg 10.5 Pe 2.165 63 23.50 RN 30.1 Total 15.5 0.00829 Pf 0.128 24 18.50 4"Sch 10 86.6 Len 12.0 C=120 Pt 25) 50.407 4.2600 Ftg 0.0 Pe 0.000 25 18.50 CM 116.7 Total 12.0 0.00369 Pf 0.044 Total Pressure at Node 24) 50.452 psi 82 23.50 2"Sch 10 Len 5.0 C=120 Pt 42) 49.552 2.1570 T Ftg 10.5 Pe -2.165 42 18.50 RN 34.7 Total 15.5 0.01077 Pf 0.167 62 23.50 2"Sch 10 Len 44.0 C= 120 Pt 82) 47.552 2.1570 EIE Ftg 8.6 Pe 0.000 82 23.50 BL N Total 52.6 0.01077 Pf 0.567 24 18.50 2"Sch 10 Len 5.0 C=120 Pt 62) 48.118 2.1570 T Ftg 10.5 Pe 2.165 62 23.50 RN 34.7 Total 15.5 0.01077 Pf 0.167 23 18.50 4"Sch 10 116.7 Len 12.0 C=120 Pt 24) 50.451 4.2600 Ftg 0.0 Pe 0.000 24 18.50 CM 151.4 Total 12.0 0.00598 Pf 0.072 Total Pressure at Node 23) 50.523 psi 81 23.50 2"Sch 10 Len 5.0 C= 120 Pt 41) 49.288 2.1570 T Ftg 10.5 Pe -2.165 41 18.50 RN 41.2 Total 15.5 0.01479 Pf 0.229 61 23.50 2"Sch 10 Len 44.0 C=120 Pt 81) 47.350 2.1570 E/E Ftg 8.6 Pe 0.000 81 23.50 BL 41.2 Total 52.6 0.01479 Pf 0.778 0 Copyright 2010 Sigma Development Group, Inc. Page 9 of 12 ©g a Dashboard Hydraulics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length it C Value Total(Pt) Psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft2 Type Total �n Total ft psi/ft Frict(Pf) Psi 161 18.50 2"scn 10 Len 5.0 C= 120 Pt 61) 48.128 2.1570 T Ftg 10.5 Pe 2.165 23.50 RN 41.2 Total 15.5 0.01479 Pf 0.229 Len 12.0 Pt 23) 50.523 18.so a"scn 10 151.4 4.2600 Ftg 0 0 C= 120Pe0.000 18.50 CM 192.6 Total 12.0 0.00933 Pf 0,112 Total Pressure at Node 22) 50.635 psi 80 23.50 2"sch 10 Len 5.0 C= 120 Pt 40) 48.876 2.1570 T Ftg 10.5 Pe -2.165 40 18.50 RN 49.8 Total 15.5 0.02106 Pf 0.326 60 23.50 2"scn 10 Len 44.0 C=120 Pt 80) 47.035 2.1570 E/E Ftg 8.6 Pe 0.000 80 23.50 BL 49.8 Total 52.6 0.02106 Pf 1.108 22 18.50 2 scn 10 Len 5.0 C= 120 Pt 60) 48.143 2.1570 T Ftg 10.5 Pe 2.165 60 23.50 RN 49.8 Total 15.5 0.02106 Pf 0.326 21 18.50 4"sch 10 192.6 Len 7.0 C= 120 Pt 22) 50.635 4.2600 T Ftg 21.1 Pe 0.000 22 18.50 CM 242.4 Total 28.1 0.01428 Pf 0.401 Total Pressure at Node 21) 51.036 psi 79 23.50 ERN Len 5.0 C= 120 Pt 39) 48.245 2.1570 T Ftg 10.5 Pe -2.165 39 18.50 24.7 Total 15.5 0.00573 Pf 0.089 59 23.50 2"scn 10 Len 44.0 C=120 Pt 79) 46.168 2.1570 E/E Ftg 8.6 Pe 0.000 79 23.50 BL 24.7 Total 52.6 0.00573 Pf 0.302 20 18.50 2"sch 10 Len 5.0 C= 120 Pt 59) 46.469 2.1570 T Ftg 10.5 Pe 2.165 59 23.50 RN 24.7 Total 15.5 0.00573 Pf 0.089 Total Pressure at Node 20) 48.723 psi 78 23.50 2"sch 10 Len 5.0 C= 120 Pt 38) 47.491 2.1570 T Ftg 10.5 Pe -2.165 38 18.50 RN 17.1 Total 15.5 0.00291 Pf 0.045 Len 44.0 Pt 78) 45.369 5g 23.50 2"scn 10 8.6 C= 120 Pe 0.000 2.1570 E/E Ftg 78 23.50 BL 17.1 Total 52.6 0.00291 Pf 0.153 © Copyright 2010 Sigma Development Group, Inc. Page 10 of 12 ©8800 ,, Pipe Information Metals Testing Company Dashboard Hydraulics From Elev1 Pi a ID Flows Length ft C Value Total(Pt) Psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Ele 2 Type Total in Totalft psi/ft Frict(Pft psi 19 18.50 2"scn 10 Len 5.0 C= 120 Pt 58) 45.522 2.1570 T Ftg 10.5 Pe 2.165 58 23.50 RN 17.1 Total 15.5 0.00291 Pf 0.045 Total Pressure at Node 19) 47.732 psi 77 23.50 z scn 10 Len 5.0 C= 120 Pt 37) 46.644 2.1570 T Ftg 10.5 Pe -2.165 37 18.50 RN 13.1 Total 15.5 0.00177 Pf 0.027 57 23.50 2^sch 10 Len 44.0 C= 120 Pt 77) 44.505 2.1570 E/E Ft9 8.6 Pe 0.000 77 23.50 BL 13.1 Total 52.6 0.00177 Pf 0.093 rF], 18 18.50 2"sch 10 Len 5.0 C= 120 Pt 57) 44.598 2.1570 T Ftg 10.5 Pe 2.165 57 23.50 RN 13.1 Total 15.5 0.00177 Pf 0.027 Total Pressure at Node 18) 46.791 psi Len 5.0 Pt 36) 45.724 76 23.50 2"scn 10 2.1570 T Ftg 10.5 C= 120 Pe _2.165 36 18.50 RN 13.8 Total 15.5 0.00197 Pf 0.030 56 23.50 2"sch 10 Len 44.0 C= 120 Pt 76) 43.588 2.1570 E/E Ftg 8.6 Pe 0.000 76 23.50 BL 13.8 Total 52.6 0.00197 Pf 0.104 17 18.50 2"sch 10 Len 5.0 C= 120 Pt 56) 43.692 2.1570 T Ftg 10.5 Pe 2.165 56 23.50 RN 13.8 Total 15.5 0.00197 Pf 0.030 Total Pressure at Node 17) 45.887 psi 75 23.50 2"sch 10 Len 5.0 C=120 Pt 35) 44.724 2.1570 T Ftg 10.5 Pe -2.165 35 18.50 RN 19.2 Total 15.5 0.00359 Pf 0.055 55 23.50 2"sch 10 Len 44.0 C= 120 Pt 75) 42.613 2.1570 E/E Ftg 8.6 Pe 0.000 75 23.50 BL 19.2 Total 52.6 0.00359 Pf 0.189 16 18.50 2 sch 10 Len 5.0 C= 120 Pt 55) 42.801 2.1570 T Ftg 10.5 Pe 2.165 55 23.50 RN 19.2 Total 15.5 0.00359 Pf 0.055 Len 12.0 Pt 16) 45.023 17 18.50 a^scn 10 562.5 0 0 C=120 Pe 0.000 4.2600 Ftg 16 18.50 Cm 581.7 Total 12.0 0.07213 Pf 0.866 Page 11 of 12 © Copyright 2010 Sigma Development Group, Inc. r ©(�C7Q_ 0 DashLaard Hydraafics Pipe Information Metals Testing Company From Elev1 Pipe ID Flows Length ft C Value Total(Pt) Psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 Type in Friction Loss ft Total Total ft psilft Frict(Pf) psi 18 18.50 4~sch 10 13.8 Len 12.0 C=120 Pt 17) 45.888 4.2600 Ftg 0.0 Pe 0.000 17 18.50 CM 595.5 Total 12.0 0.07534 Pf 0.904 19 18.50 4"sch 10 13.1 Len 12.0 C= 120 Pt 18) 46.792 4.2600 Ftg 0.0 Pe 0.000 18 18.50 CM 608.6 Total 12.0 0.07843 Pf 0.941 20 18.50 4"sch 10 17.1 Len 12.0 C= 120 Pt 19) 47.733 4.2600 Ftg 0.0 Pe 0.000 19 18.50 CM 625.7 Total 12.0 0.08255 Pf 0.991 21 18.50 4"sch 10 24.7 Len 5.0 C= 120 Pt 20) 48.724 4.2600 T Ftg 21.1 Pe 0.000 20 18.50 CM 650.4 Total 26.1 0.08867 Pf 2.312 Total Pressure at Node 21) 51.036 psi 2 4.00 6"sch 10 Len 14.5 C=120 Pt 10) 51.856 6.3570 Ftg 0.0 Pe 6.279 10 18.50 FIR 892.8 Total 14.5 0.02268 Pf 0.329 1 0.00 6^sch 10 Len 4•0 C=120 Pt 2) 58.467 6.3570 100 Ftg 100.0 Pe 1.732 2 4.00 FIR 892.8 Total 104.0 0.02268 Pf 2.359 0TO.006"of Len 200.0 C=140 Pt 1) 62.560 6.3400 2E,T,GV Ftg 133.2 Pe 0.000 1 N 892.8 Total 333.2 1 0.01728 Pf 5.758 Total Pressure at Node 0) 68.318 psi © Copyright 2010 Sigma Development Group, Inc. 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