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HomeMy WebLinkAbout300 PLEASANT VALLEY ROADa S U M M A R Y 0 F H Y D R A U L I C C A L C U L A T I O N S F 0 R FISHMAN BUILDING 300 Pleasant Valley Road, South Windsor, CT --------------- Submitted By Fire Technology Inc. 123 Whiting Street, Plainville, CT 06062 ---------------------------- Design Specifications water--Supply--Information System -Demand Density ---- ----- : 0.100 75.00 psi @ 0.00 gpm 29.68 psi @ Design Area: 1110.00 63.00 psi @ 1340.00 gpm 171.0 + 100.0 gpm Hose Total Demand: 271.0 gpm @ 29.68 psi System safety factor: 44.69 psi Notes: List of Fitting Example: "E2TC" Abbreviations = one Std. Elbow, two Std. Tee , and one Check Va C Code:Description n Code:DescriptioVde:Vic.Cpl. Code:Description A Alarm Va H : Deluge Val 0 P : P.I.V. W B Butt'flyVa I : Q P.R.V. X Backflow P C D Check Va DryPipeVa J. K Globe Val. R Det.Ck.Val Y Z E Std. Elbow L LongTurnEl S T Std . Tee �rryrrrs*rep ��� C4N �s O.......... F 45 Elbow M Meter U , 40��: •FtY E• G Gate Va N A. Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215 102.0_ 1 96.0_ I 90.0 I 84.0 78.0 72.0 YF I 66.0_ I >F 60.0 54.0_ 48.0 42.0 Y� 36.0 30.0_ I" ( 29.6 @ 171) 24.0 x< 18.0 I 12.0_ I �< 6.0_ I 0.0_ 0 800 1200 1600 2000 2400 2800 3200 3600 Pressure vs. Flow 75.00 0.00 63.00 1340.00 0 3608.35 FISHMAN BUILDING 300 Pleasant Valley Road, South Windsor, CT Job Number: June 22, 2005 Summary of Sprinkler and Hose Flows Job No: FISHMAN BUILDING Design density: .10 Supplied flow and pressure is based on 29.68 psi available at supply ( 74.38 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. ---- S01 ------ ----- 14.33 14.33 5.60 21.2 21.0 1.0% S01 S02 14.06 14.06 5.60 21.0 21.0 0.0% S02 S03 14.12 14.12 5.60 21.0 21.0 0.0% S03 SO4 14.98 14.98 5.60 21.7 21.0 3.3% SO4 S05 14.82 14.82 5.60 21.6 21.0 2.9% S05 S06 14.47 14.47 5.60 21.3 21.0 1.4% S06 S07 14.50 14.50 5.60 21.3 21 . 0 1 . 4 o S07 /.J V V 15.26 15.26 5.60 21.9 21.0 4.3% •.+ v 8 a Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 x Flow and Pressure Summary Job No: FISHMAN BUILDING Elev. REF. Flow Pt Pf Pe Pt REF. Elev ft. POINT gpm psi psi psi psi POINT ft. FRICTION LOSS C A L C U L A T I0NS Velocity Length Fitting Length Total Pf/ft Diam C Flow fps 25.00 A01 << 1.2 << 12.85 0.00 0.00 12.85 A02 25.00 10.00 10.00 0.000 4.260 120 1.2 0.0 25.00 A01 >> 1.2 >> 12.85 -0.00 -0.43 12.41 BO1 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 A02 << 2.5 << 12.85 0.00 0.00 12.85 A03 25.00 10.00 10.00 0.000 4.260 120 2.5 0.1 25.00 A02 >> 1.2 >> 12.85 -0.00 -0.43 12.41 B02 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 A03 << 3.7 << 12.85 0.00 0.00 12.85 A04 25.00 10.00 10.00 0.000 4.260 120 3.7 0.1 25.00 A03 >> 1.2 >> 12.85 -0.00 -0.43 12.41 803 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 A04 << 5.0 << 12.85 0.00 0.00 12.85 A05 25.00 10.00 10.00 0.000 4.260 120 5.0 0.1 25.00 A04 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B04 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A05 << 6.2 << 12.85 0.00 0.00 12.85 A06 25.00 10.00 10.00 0.000 4.260 120 6.2 0.1 25.00 A05 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B05 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A06 << 7.5 << 12.85 0.00 0.00 12.85 A07 25.00 10.00 10.00 0.000 4.260 120 7.5 0.2 25.00 A06 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B06 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A07 << 8.8 << 12.85 0.00 0.00 12.85 A08 25.00 10.00 10.00 0.000 4.260 120 8.8 0.2 25.00 A07 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B07 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A08 << 10.2 << 12.85 0.00 0.00 12.85 A09 25.00 10.00 10.00 0.000 4.260 120 10.2 0.2 25.00 A08 >> 1.4 >> 12.85 -0.00 -0.43 12.41 B08 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 A09 << 11.6 << 12.85 0.00 0.00 12.85 A10 25.00 10.00 10.00 0.000 4.260 120 11.6 0.3 25.00 A09 >> 1.4 >> 12.85 -0.00 -0.43 12.41 B09 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 A10 << 13.1 << 12.85 0.00 0.00 12.85 All 25.00 10.00 10.00 0.000 4.260 120 13.1 0.3- 25.00 A10 >> 1.5 >> 12.85 -0.00 -0.43 12.42 B10 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.5 0.1 25.00 All << 14.7 << 12.85 0.00 0,00 12.85 Al2 25.00 10.00 10.00 0.000 4.260 120 14.7 0.3 25.00 All >> 1.6 >> 12.85 -0.00 -0.43 12.42 Bll 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.6 0.2 25.00 Al2 << 16.4 << 12.85 0.00 0.00 12.85 A13 25.00 10.00 10.00 0.000 4.260 120 16.4 0.4 25.00 Al2 >> 1.7 >> 12.85 -0.00 -0.43 12.42 B12 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.7 0.2 25.00 A13 << 18.1 << 12.85 0.00 0.00 12.85 A14 25.00 10.00 10.00 0.000 4.260 120 18.1 0.4 25.00 A13 >> 1.8 >> 12.85 -0.00 -0.43 12.42 B13 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.8 0.2 25.00 A14 << 20.1 << 12.85 0.00 0.00 12.85 A15 25.00 10.00 10.00 0.000 4.260 120 20.1 0.5 25.00 A14 >> 1.9 >> 12.85 -0.00 -0.43 12.42 B14 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.9 0.2 25.00 A15 >> 2.1 >> 12.85 -0.00 -0.43 12.42 B15 26.00 1.00 T 10.00 11.00 0.000 2.067 120 2.1 0.2 25.00 A15 << 96.7 << 12.85 0.06 0.00 12.91 K03 25.00 3.00 EE 20.00 23.00 0.003 4.260 120 96.7 2.2 25.00 A15 >> 74.6 >> 12.85 -0.02 0.00 12.83 L03 25.00 4.16 4.16 0.006 3.260 120 74.6 2.9 26.00 B01 >> 1.2 >> 12.41 -0.01 0.00 12.41 D01 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.2 0.2 26.00 B02 >> 1.2 >> 12.41 -0.01 0.00 12.41 D02 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.2 0.2 26.00 B03 >> 1.2 >> 12.41 -0.01 0.00 12.41 D03 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.2 0.2 26.00 B04 >> 1.3 >> 12.41 -0.01 0.00 12.41 D04 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B05 >> 1.3 >> 12.41 -0.01 0.00 12.41 D05 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B06 >> 1.3 >> 12.41 -0.01 0.00 12.41 D06 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B07 >> 1.3 >> 12.41 -0.01 0.00 12.40 D07 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B08 >> 1.4 >> 12.41 -0.01 0.00 12.40 D08 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.4 0.2 26.00 B09 >> 1.4 >> 12.41 -0.01 0.00 12.40 D09 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.4 0.2 26.00 B10 >> 1.5 >> 12.42 -0.01 0.00 12.40 D10 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.5 0.2 26.00 B11 >> 1.6 >> 12.42 -0.01 0.00 12.40 D11 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.6 0.2 26.00 B12 >> 1.7 >> 12.42 -0.01 0.00 12.40 D12 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.7 0.2 26.00 B13 >> 1.8 >> 12.42 -0.02 0.00 12.40 D13 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.8 0.3 26.00 B14 >> 1.9 >> 12.42 -0.02 0.00 12.40 D14 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.9 .0.3 26.00 B15 >> 2.1 >> 12.42 -0.02 0.00 12.40 D15 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 2.1 0.3 25.00 C01 >> 1.2 >> 12.84 -0.00 0.00 12.84 CO2 25.00 10.00 10.00 0.000 4.260 120 1.2 0.0 25.00 C01 << 1.2 << 12.84 0.00 -0.43 12.41 DO1 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No: FISHMAN BUILDING Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S S C A L C U L A T I O N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 25.00 CO2 >> 2.5 >> 12.84 -0.00 0.00 12.84 CO3 25.00 10.00 10.00 0.000 4.260 120 2.5 0.1 25.00 CO2 << 1.2 << 12.84 0.00 -0.43 12.41 D02 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 CO3 >> 3.7 >> 12.84 -0.00 0.00 12.84 C04 25.00 10.00 10.00 0.000 4.260 120 3.7 0.1 25.00 CO3 << 1.2 << 12.84 0.00 -0.43 12.41 D03 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 C04 >> 5.0 >> 12.84 -0.00 0.00 12.84 C05 25.00 10.00 10.00 0.000 4.260 120 5.0 0.1 25.00 C04 << 1.3 << 12.84 0.00 -0.43 12.41 D04 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C05 >> 6.2 >> 12.84 -0.00 0.00 12.84 C06 25.00 10.00 10.00 0.000 4.260 120 6.2 0.1 25.00 C05 << 1.3 << 12.84 0.00 -0.43 12.41 D05 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C06 >> 7.5 >> 12.84 -0.00 0.00 12.84 C07 25.00 10.00 10.00 0.000 4.260 120 7.5 0.2 25.00 C06 << 1.3 << 12.84 0.00 -0.43 12.41 D06 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C07 >> 8.8 >> 12.84 -0.00 0.00 12.84 C08 25.00 10.00 10.00 0.000 4.260 120 8.8 0.2 25.00 C07 << 1.3 << 12.84 0.00 -0.43 12.40 D07 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C08 >> 10.2 >> 12.84 -0.00 0.00 12.84 C09 25.00 10.00 10.00 0.000 4.260 120 10.2 0.2 25.00 C08 << 1.4 << 12.84 0.00 -0.43 12.40 D08 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 C09 >> 11.6 >> 12.84 -0.00 0.00 12.84 C10 25.00 10.00 10.00 0.000 4.260 120 11.6 0.3 25.00 C09 << 1.4 << 12.84 0.00 -0.43 12.40 D09 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 C10 >> 13.1 >> 12.84 -0.00 0.00 12.84 C11 25.00 10.00 10.00 0.000 4.260 120 13.1 0.3 25.00 C10 << 1.5 << 12.84 0.00 -0.43 12.40 D10 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.5 0.1 25.00 C11 >> 14.7 >> 12.84 -0.00 0.00 12.84 C12 25.00 10.00 10.00 0.000 4.260 120 14.7 0.3- 25.00 C11 << 1.6 << 12.84 0.00 -0.43 12.40 D11 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.6 0.2 25.00 C12 >> 16.4 >> 12.84 -0.00 0.00 12.83 C13 25.00 10.00 10.00 0.000 4.260 120 16.4 0.4 25.00 C12 << 1.7 << 12.84 0.00 -0.43 12.40 D12 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.7 0.2 25.00 C13 >> 18.1 >> 12.83 -0.00 0.00 12.83 C14 25.00 10.00 10.00 0.000 4.260 120 18.1 0.4 25.00 C13 << 1.8 << 12.83 0.00 -0.43 12.40 D13 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.8 0.2 25.00 C14 >> 20.1 >> 12.83 -0.00 0.00 12.83 C15 25.00 10.00 10.00 0.000 4.260 120 20.1 0.5 25.00 C14 << 1.9 << 12.83 0.00 -0.43 12.40 D14 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.9 0.2 25.00 C15 << 2.1 << 12.83 0.00 -0.43 12.40 D15 26.00 1.00 T 10.00 11.00 0.000 2.067 120 2.1 0.2 25.00 C15 >> 22.1 >> 12.83 -0.00 0.00 12.83 L03 25.00 4.00 E 10.00 14.00 0.000 4.260 120 22.1 0.5 10.00 K01 << 35.8 << 19.23 0.02 0.00 19.25 K02 10.00 10.41 10.41 0.002 3.260 120 35.8 1.4 10.00 KOI >> 35.8 >> 19.23 -4.90 0.00 14.33 S01 10.00 36.83 EET 12.00 48.83 0.100 1.380 120 35.8 7.7 10.00 K02 << 74.3 << 19.25 0.18 -6.51 12.91 K03 25.00 16.00 EE 14.00 30.00 0.006 3.260 120 74.3 2.8 10.00 K02 >> 38.5 >> 19.25 -4.43 0.00 14.82 S05 10.00 32.50 T 6.00 38.50 0.115 1.380 120 38.5 8.2 25.00 K03 << 171.0 << 12.91 1.05 0.00 13.96 RT 25.00 90.00 TEEE 50.00 140.00 0.007 4.260 120 171.0 3.8 10.00 L01 << 49.1 << 18.95 0.04 0.00 18.99 L02 10.00 14.50 14.50 0.003 3.260 120 49.1 1.9 10.00 L01 >> 49.1 >> 18.95 -3.97 0.00 14.98 SO4 10.00 16.00 T 6.00 22.00 0.181 1.380 120 49.1 10.5 10.00 L02 << 96.7 << 18.99 0.35 -6.51 12.83 L03 25.00 22.00 EE 14.00 36.00 0.010 3.260 120 96.7 3.7 10.00 L02 >> 47.6 >> 18.99 -3.74 0.00 15.26 S08 10.00 16.00 T 6.00 22.00 0.170 1.380 120 47.6 10.2 0.00 RBI << 171.0 << 25.34 4.28 0.00 29.62 R82 0.00 5.00 GXG 4006.00 4011.00 0.001 6.357 120 171.0 1.7 0.00 RB1 >> 171.0 >> 25.34 -0.53-10.85 13.96 RT 25.00 24.00 AT 47.00 71.00 0.007 4.260 120 171.0 3.8 0.00 RB2 << 171.0 << 29.62 0.06 0.00 29.68 U01 0.00 180.00 LGT 69.16 249.16 0.000 8.110 140 171.0 1.1 10.00 S01 >> 14.6 >> 14.33 -0.27 0.00 14.06 S02 10.00 14.00 14.00 0.019 1.380 120 14.6 3.1 10.00 S02 << 6.4 << 14.06 0.06 0.00 14.12 S03 10.00 14.00 14.00 0.004 1.380 120 6.4 1.4 10.00 S03 << 27.5 << 14.12 0.86 0.00 14.98 SO4 10.00 14.00 14.00 0.062 1.380 120 27.5 5.9 10.00 S05 >> 16.9 >> 14.82 -0.35 0.00 14.47 S06 10.00 14.00 14.00 0.025 1.380 120 16.9 3.6 10.00 S06 << 4.4 << 14.47 0.03 0.00 14.50 S07 10.00 14.00 14.00 0.002 1.380 120 4.4 0.9 10.00 S07 << 25.7 << 14.50 0.76 0.00 15.26 S08 10.00 14.00 14.00 0.054 1.380 120 25.7 5.5 Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow Diagram for FISHMAN BUILDING C01 ««D01««««««««««««««««««««««««««««««««««««««««««««««««««1<21 «1<2 1 1.2 1.2 v 1.2 v CO2««D02««««««««««««««««««««<<<<<<«««««««««««««««««««««««« 1. 202« 1 <2 1.2 2.5 v 2.5 V CO3««D03««««««««««««««««««««<<<<<<««««««««««««««««««««««««1. 23«1<2 1.2 3.7 v 3.7 A v • C04««D04««««««««««««««««««««««««««««««««««««««««««««««««««1 <304<<1<3 1.3 5.-0 v 5.0 ^ v__________________________________________A05 1.3 6.2 v 6.2 ^ v C06««D06«««««««««««««««««««<<<<<<«««««««««««««««««««««««««1. 36«1. 30 1.3 7.5 v 7.5 v 1.3 8.8 v 8.8 v 1.4 10.2 v 10.2 v C09««D09«««««««««««««««««««<<<<<«««««««««««««««««««««««««1.409«1.40 1.4 11.6 v 11.6 v 1.5 13.1 v 13.1 v Flow Diagram for FISHMAN BUILDING Cl l ««Dl l«««««««««««««««««««««««««««««««««««««««««««««««««««Bl l ««A11 1.6 1.6 1.6 v 14.7 14.7 v C 12 ««D 12«««««««««««««««««««««««««««««««««««««««««««««««««««B 12 ««A 12 1.7 1.7 1.7 v 16.4 16.4 v C13««D13«««««««««««««««««««««««««««««««««««««««««««««««««««B13««A13 1.8 1.8 1.8 v 18.1 18.1 v C14««D14«««««««««««««««««««««««««««««««««««««««««««««««««««B14««A14 1.9 1.9 1.9 v " 20.1 20.1 v C 15 ««D 15«««««««««««««««««««««««««««««««««««««««««««««««««««B 15 ««A 15 2.1 2.1 2.1 v 22.1 v L03 RT v 96.7 v L02»»»»»»»»»»»»»»»»S08»»S07»»S06««S05««««««««««««««««««««««««««««««K02 47.6 25.7 4.4 16.9 38.5 v v 49.1 35.8 v v L01»»»»»»»»»»»»»»»»SO4»»S03»»S02««S01««««««««««««««««««««««««««««««K01 49.1 27.5 6.4 14.6 35.8 Path Summary Printout for FISHMAN BUILDING Job No: June 22, 2005 System: Drawing:FP-1840-4 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt:K02, Path:3 at Pt:K03 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting ---------------------------------------------------- Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) LOI 10.00 18.95 18.95 -49.1 10.51 1.380 16.00 T 6.00 22.00 0.181 -3.97 14.98 SO4 SO4 10.00 14.98 14.98 5.60 21.7 -27.5 5.88 1.380 14.00 14.00 0.062 -0.86 14.12 S03 S03 10.00 14.12 14.12 5.60 21.0 -6.4 1.37 1.380 14.00 14.00 0.004 -0.06 14.06 S02 S02 10.00 14.06 14.06 5.60 21.0 14.6 3.12 1.380 14.00 14.00 0.019 0.27 14.33 S01 S01 10.00 14.33 14.33 5.60 21.2 35.8 7.65 1.380 36.83 EET 12.00 48.83 0.100 4.90 19.23 K01 KOI 10.00 19.23 19.23 35.8 1.37 3.260 10.41 10.41 0.002 0.02 19.25 K02 K02 10.00 19.25 19.25 38.5 74.3 2.85 3.260 16.00 EE 14.00 30.00 0.006 0.18 -6.51 (-15.0 )12.91 K03 K03 25.00 12.91 12.91 96.7 171.0 3.84 4.260 90.00 THE 50.00 140.00 0.007 1.05 13.96 RT RT 25.00 13.96 13.96 171.0 3.84 4.260 24.00 AT 47.00 71.00 0.007 0.53 10.85 (25.00 )25.34 RBI RBI 25.34 25.34 171.0 1.72 6.357 5.00 GXG 4006.00 4011.00 0.001 4.28 29.62 RB2 (C=140) RB2 29.62 29.62 171.0 1.06 8.110 180.00 LGT 69.16 249.16 0.000 0.06 29.68 UOT U01 29.68 --- Path No:2 Grid Line Fed vy path iVG, Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual ----------------------------------------------------- Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (G=120) L01 10.00 18.95 18.95 49.1 1.88 3.260 14.50 14.50 0.003 0.04 18.99 L02 L02 10.00 18.99 18.99 -96.7 -47.6 10.17 1.380 16.00 T 6.00 22.00 0.170 -3.74 15.26 S08 S08 10.00 15.26 15.26 5.60 21.9 -25.7 5.49 1.380 14.00 14.00 0.054 -0.76 14.50 S07 S07 10.00 14.50 14.50 5.60 21.3 -4.4 0.93 1.380 14.00 14.00 0.002 -0.03 • 14.47 S06 S06 10.00 14.47 14.47 5.60 21.3 16.9 3.63 1.380 14.00 14.00 0.025 0.35 14.82 S05 S05 10.00 14.82 14.82 5.60 21.6 38.5 8.24 1.380 32.50 T 6.00 38.50 0.115 4.43 19.25 K02 K02 10.00 19.25 ^^ - Calcs By:HEB Checked By: Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for FISHMAN BUILDING Job No: June 22, 2005 System: Drawing:FP-1840-4 Path No:3 Grid Line Fed by path No.l Feeds Path:4 at Pt:A15 ---------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. L02 10.00 18.99 18.99 96.7 3.71 3.260 22.00 EE 14.00 36.00 0.010 0.35 -6.51 (-15.0 )12.83 L03 L03 25.00 12.83 12.83 -74.6 22.1 0.50 4.260 4.00 E 10.00 14.00 0.000 0.00 12.83 C15 C15 25.00 12.83 12.83 -2.1 20.1 0.45 4.260 10.00 10.00 0.000 0.00 12.83 C14 C14 25.00 12.83 12.83 -1.9 18.1 0.41 4.260 10.00 10.00 0.000 0.00 12.83 C13 C13 25.00 12.83 12.83 -1.8 16.4 0.37 4.260 10.00 10.00 0.000 0.00 12.84 C12 C12 25.00 12.84 12.84 -1.7 14.7 0.33 4.260 10.00 10.00 0.000 0.00 12.84 C11 Cll 25.00 12.84 12.84 -1.6 13.1 0.29 4.260 10.00 10.00 0.000 0.00 12.84 C10 C10 25.00 12.84 12.84 -1.5 11.6 0.26 4.260 10.00 10.00 0.000 0.00 12.84 C09 C09 25.00 12.84 12.84 -1.4 10.2 0.23 4.260 10.00 10.00 0.000 0.00 12.84 C08 C08 25.00 12.84 12.84 -1.4 8.8 0.20 4.260 10.00 10.00 0.000 0.00 12.84 C07 C07 25.00 12.84 12.84 -1.3 7.5 0.17 4.260 10.00 10.00 0.000 0.00 12.84 C06 C06 25.00 12.84 12.84 -1.3 6.2 0.14 4.260 10.00 10.00 0.000 0.00 12.84 C05 C05 25.00 12.84 12.84 -1.3 5.0 0.11 4.260 10.00 10.00 0.000 0.00 12.84 C04 C04 25.00 12.84 12.84 -1.3 3.7 0.08 4.260 10.00 10.00 0.00 12.84 CO3 CO3 25.00 12.84 12.84 -1.2 2.5 0.06 4.260 10.00 10.00, 0.00 12.84 CO2 CO2 25.00 12.84 12.84 -1.2 1.2 0.03 4.260 10.00 10.00 12.84 C01 Cut 25.00 12.84 12.84 1.2 0.12 2.067 1.00 T 10.00 11.00 0.000 0.00 -0.43 (-1.00 )12.41 D01 nn1 26_nn 12.41 12.41 1.2 0.18 1.682 90.00 TT 16.00 106.00 0.000 0.01 12.41 B01 But 26.00 12.41 12.41 1.2 0.12 2.067 1.00 T 10.00 11.00 0.000 0.00 0.43 ( 1.00 )12.85 A01 A01 25.00 12.85 12.85 1.2 0.03 4.260 10.00 10.00 12.85 A02 A02 25.00 12.85 12.85 1.2 2.5 0.06 4.260 10.00 10.00 0.00 12.85 A03 A03 25.00 12.85 12.85 1.2 3.7 0.08 4.260 10.00 10.00 0.00 12.85 A04 A04 25.00 12.85 12.85 1.3 5.0 0.11 4.260 10.00 10.00 0.000 0.00 12.85 A05 A05 25.00 12.85 12.85 1.3 6.2 0.14 4.260 10.00 10.00 0.000 0.00 12.85 A06 A06 25.00 12.85 12.85 1.3 7.5 0.17 4.260 10.00 10.00 0.000 0.00 12.85 A07 A07 25.00 1.3 8.8 0.20 4.260 10.00 ,A .An u.uuu D.uu 12.85 Au8 A08 25.00 12.85 12.85 1.4 10.2 0.23 4.260 10.00 10.00 0.000 0.00 12.85 A09 A09 25.00 12.85 12.85 1.4 11.6 0.26 4.260 10.00 10.00 0.000 0.00 12.85 AID A10 25.00 12.85 12.85 1.5 13.1 0.29 4.260 10.00 10.00 0.000 0.00 12.85 All All 25.00 12.85 12.85 1.6 14.7 0.33 4.260 10.00 10.00 0.000 0.00 12.85 Al2 Al2 25.00 12.85 12.85 1.7 16.4 0.37 4.260 10.00 10.00 0.000 0.00 12.85 A13 A13 25.00 12.85 12.85 1.8 18.1 0.41 4.260 10.00 10.00 0.000 0.00 12.85 A14 A14 25.00 12.85 12.85 1.9 20.1 0.45 4.260 10.00 10.00 0.000 0.00 12.85 A15 A15 25.00 12.85 12.85 76.6 96.7 2.17 4.260 3.00 EE 20.00 23.00 0.003 0.06 12.91 K03 K03 25.00 12.91 Calcs By:HEB Checked By: Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for FISHMAN BUILDING Job No: June 22, 2005 System: Drawing:FP-1840-4 Path No:4 Far Main Fed by path No.3 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) C01 25.00 12.84 12.84 -1.2 0.03 4.260 10.00 10.00 12.84 CO2 CO2 25.00 12.84 12.84 -1.2 -2.5 0.06 4.260 10.00 10.00 -0.00 12.84 CO3 CO3 25.00 12.84 12.84 -1.2 -3.7 0.08 4.260 10.00 10.00 -0.00 12.84 C04 C04 25.00 12.84 12.84 -1.3 -5.0 0.11 4.260 10.00 10.00 0.000 -0.00 12.84 C05 C05 25.00 12.84 12.84 -1.3 -6.2 0.14 4.260 10.00 10.00 0.000 -0.00 12.84 C06 C06 25.00 12.84 12.84 -1.3 -7.5 0.17 4.260 10.00 10.00 0.000 -0.00 12.84 C07 C07 25.00 12.84 12.84 -1.3 -8.8 0.20 4.260 10.00 10.00 0.000 -0.00 12.84 C08 C08 25.00 12.84 12.84 -1.4 -10.2 0.23 4.260 10.00 10.00 0.000 -0.00 12.84 C09 C09 25.00 12.84 12.84 -1.4 -11.6 0.26 4.260 10.00 10.00 0.000 -0.00 12.84 C10 C10 25.00 12.84 12.84 -1.5 -13.1 0.29 4.260 10.00 10.00 0.000 -0.00 12.84 C11 C11 25.00 12.84 12.84 -1.6 -14.7 0.33 4.260 10.00 10.00 0.000 -0.00 12.84 C12 C12 25.00 12.84 12.84 -1.7 -16.4 0.37 4.260 10.00 10.00 0.000 -0.00 12.83 C13 C13 25.00 12.83 12.83 -1.8 -18.1 0.41 4.260 10.00 10.00 0.000 -0.00 12.83 C14 C14 25.00 12.83 12.83 -1.9 -20.1 0.45 4.260 10.00 10.00 0.000 -0.00 12.83 C15 C15 25.00 12.83 12.83 22.1 2.1 0.20 2.067 1.00 T 10.00 11.00 0.000 0.00 -0.43 (-1.00 )12.40 DI D15 26.00 12.40 12.40 2.1 0.30 1.682 90.00 TT 16.00 106.00 0.000 0.02 12.42 B15 B15 26.00 12.42 12.42 2.1 0.20 2.067 1.00 T 10.00 11.00 0.000 0.00 0.43 ( 1.00 )12.85 A15 A15 25.00 12.85 Calcs By:HEB Checked By: Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- S U M M A R Y 0 F H Y D R A U L I C C A L C U L A T I O N S F 0 R FISHMAN BUILDING 300 Pleasant Valley Road, South Windsor, CT -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Submitted By Fire Technology Inc. 123 Whiting Street, Plainville, CT 06062 -------------------------------------------------------------------------------- Design Specifications Water Supply Information Density 0.100 75.00 psi @ 0.00 gpm Design Area: 1110.00 63.00 psi @ 1340.00 gpm Total Demand: 271.0 gpm @ 29.68 psi System safety factor: 44.69 psi Notes: List of Fitting Abbreviations System Demand ------------- 29.68 psi 1 71 . 0 gpm + 100.0 gpm Hose Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : Deluge Val 0 : V : Vic.Cpl. B . Butt'flyVa I . P . P.I.V. W . C . Check Va J . Q . P.R.V. X . Backflow P D : DryPipeVa K : Globe Val. R : Det.Ck.Val Y : E . Std. Elbow L . LongTurnEl S . Z . i F : 45 Elbow M : Meter T : Std. Tee ���� 00Na G. Gate Va N. U. ,' �•` t�,� Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215) S � � r r y 0. �'Q' ED. ' 4i •� �-* s`S,tQIItAt.�Ndi?��, ��r�trr n sea** 102.0_ 96.0_ 90.0 84.0_ 78.0 72.0 66.0_ I6 60.0 54.0_ 48.0 42.0_ 36.0 I ac 30.0_ I" ( 29.6 @ 171) 24.0 18.0_ I 12.0_ T` 6.0_ 0.0_ 0 800 1200 1600 2000 2400 2800 3200 3600 Pressure vs. Flow 75.00 0.00 63.00 1340.00 0 3608.35 FISHMAN BUILDING 300 Pleasant Valley Road, South Windsor, CT Job Number: June 22, 2005 Summary of Sprinkler and Hose Flows Job No: FISHMAN BUILDING Design density: .10 Supplied flow and pressure is based on 29.68 psi available at supply ( 74.38 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual. Minimum Excess Pt. S01 14.33 14.33 5.60 21.2 21.0 1.0% S01 S02 14.06 14.06 5.60 21.0 21.0 0.0% S02 S03 14.12 14.12 5.60 21.0 21.0 0.0% S03 SO4 14.98 14.98 5.60 21.7 21.0 3.3% SO4 S05 14 R7 14 R2 �_60 21_6 21.0 2.9% S05 S06 14.47 14.47 5.60 21.3 21.0 1.4% S06 S07 14.50 14.50 5.60 21.3 21.0 1.4% S07 S08 15.26 15.26 5.60 21.9 21.0 4.3% S08 Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No: FISHMAN BUILDING Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S S C A L C U L A T I O N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 25.00 A01 << 1.2 << 12.85 0.00 0.00 12.85 A02 25.00 10.00 10.00 0.000 4.260 120 1.2 0.0 25.00 A01 >> 1.2 >> 12.85 -0.00 -0.43 12.41 B01 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 A02 << 2.5 << 12.85 0.00 0.00 12.85 A03 25.00 10.00 10.00 0.000 4.260 120 2.5 0.1 25.00 A02 >> 1.2 >> 12.85 -0.00 -0.43 12.41 B02 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 A03 << 3.7 << 12.85 0.00 0.00 12.85 A04 25.00 10.00 10.00 0.000 4.260 120 3.7 0.1 25.00 A03 >> 1.2 >> 12.85 -0.00 -0.43 12.41 B03 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 A04 „ 5.0 __ 12.85 0.00 0.00 12685 A05 25.00 10500 10.00 0.000 4.260 120 5.0 0.1 25.00 A04 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B04 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A05 << 6.2 << 12.85 0.00 0.00 12.85 A06 25.00 10.00 10.00 0.000 4.260 120 6.2 0.1 25.00 A05 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B05 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A06 << 7.5 << 12.85 0.00 0.00 12.85 A07 25.00 10.00 10.00 0.000 4.260 120 7.5 0.2 25.00 A06 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B06 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 A07 << 8.8 << 12.85 0.00 0.00 12.85 A08 25.00 10.00 10.00 0.000 4.260 120 8.8 0.2 25.00 A07 >> 1.3 >> 12.85 -0.00 -0.43 12.41 B07 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 ADS << 10.2 << 12.85 0.00 0.00 12.85 A09 25.00 10.00 10.00 0.000 4.260 120 10.2 0.2 25.00 A08 >> 1.4 >> 12.85 -0.00 -0.43 12.41 808 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 A09 << 11.6 << 12.85 0.00 0.00 12.85 A10 25.00 10.00 10.00 0.000 4.260 120 11.6 0.3 25.00 A09 >> 1.4 >> 12.85 -0.00 -0.43 12.41 B09 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 A10 << 13.1 << 12.85 0.00 0.00 12.85 All 25.00 10.00 10.00 0.000 4.260 120 13.1 0.3- 25.00 AID >> 1.5 >> 12.85 -0.00 -0.43 12.42 BID 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.5 0.1 25.00 All << 14.7 << 12.85 0.00 0.00 12.85 Al2 25.00 10.00 10.00 0.000 4.260 120 14.7 0.3 25.00 All >> 1.6 >> 12.85 -0.00 -0.43 12.42 Bll 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.6 0.2 25.00 Al2 << 16.4 << 12.85 0.00 0.00 12.85 A13 25.00 10.00 10.00 0.000 4.260 120 16.4 0.4 25.00 Al2 >> 1.7 >> 12.85 -0.00 -0.43 12.42 B12 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.7 0.2 25.00 A13 << 18.1 << 12.85 0.00 0.00 12.85 A14 25.00 10.00 10.00 0.000 4.260 120 18.1 0.4 25.00 A13 >> 1.8 >> 12.85 -0.00 -0.43 12.42 B13 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.8 0.2 25.00 A14 << 20.1 << 12.85 0.00 0.00 12.85 A15 25.00 10.00 10.00 0.000 4.260 120 20.1 0.5 25.00 A14 >> 1.9 >> 12.85 -0.00 -0.43 12.42 B14 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.9 0.2 25.00 A15 >> 2.1 >> 12.85 -0.00 -0.43 12.42 B15 26.00 1.00 T 10.00 11.00 0.000 2.067 120 2.1 0.2 25.00 A15 << 96.7 << 12.85 0.06 0.00 12.91 K03 25.00 3.00 EE 20.00 23.00 0.003 4.260 120 96.7 2.2 25.00 A15 >> 74.6 >> 12.85 -0.02 0.00 12.83 L03 25.00 4.16 4.16 0.006 3.260 120 74.6 2.9 26.00 B01 >> 1.2 >> 12.41 -0.01 0.00 12.41 D01 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.2 0.2 26.00 B02 >> 1.2 >> 12.41 -0.01 0.00 12.41 D02 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.2 0.2 26.00 803 >> 1.2 >> 12.41 -0.01 0.00 12.41 D03 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.2 0.2 26.00 B04 >> 1.3 >> 12.41 -0.01 0.00 12.41 D04 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B05 >> 1.3 >> 12.41 -0.01 0.00 12.41 D05 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B06 >> 1.3 >> 12.41 -0.01 0.00 12.41 D06 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B07 >> 1.3 >> 12.41 -0.01 0.00 12.40 D07 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.3 0.2 26.00 B08 >> 1.4 >> 12.41 -0.01 0.00 12.40 D08 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.4 0.2 26.00 B09 >> 1.4 >> 12.41 -0.01 0.00 12.40 D09 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.4 0.2 26.00 BID >> 1.5 >> 12.42 -0.01 0.00 12.40 D10 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.5 0.2 26.00 B11 >> 1.6 >> 12.42 -0.01 0.00 12.40 D11 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.6 0.2 26.00 B12 >> 1.7 >> 12.42 -0.01 0.00 12.40 D12 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.7 0.2 26.00 B13 >> 1.8 >> 12.42 -0.02 0.00 12.40 D13 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.8 0.3 26.00 B14 >> 1.9 >> 12.42 -0.02 0.00 12.40 D14 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 1.9 .0.3 26.00 B15 >> 2.1 >> 12.42 -0.02 0.00 12.40 D15 26.00 90.00 TT 16.00 106.00 0.000 1.682 120 2.1 0.3 25.00 C01 >> 1.2 >> 12.84 -0.00 0.00 12.84 CO2 25.00 10.00 10.00 0.000 4.260 120 1.2 0.0 25.00 C01 << 1.2 << 12.84 0.00 -0.43 12.41 D01 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No: FISHMAN BUILDING Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S S C A L C U L A T I O N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 25.00 CO2 >> 2.5 >> 12.84 -0.00 0.00 12.84 CO3 25.00 10.00 10.00 0.000 4.260 120 2.5 0.1 25.00 CO2 << 1.2 << 12.84 0.00 -0.43 12.41 D02 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 CO3 >> 3.7 >> 12.84 -0.00 0.00 12.84 C04 25.00 10.00 10.00 0.000 4.260 120 3.7 0.1 25.00 CO3 << 1.2 << 12.84 0.00 -0.43 12.41 D03 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.2 0.1 25.00 C04 >> 5.0 >> 12.84 -0.00 0.00 12.84 C05 25.00 10.00 10.00 0.000 4.260 120 5.0 0.1 25.00 C04 << 1.3 << 12.84 0.00 -0.43 12.41 D04 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C05 >> 6.2 >> 12.84 -0.00 0.00 12.84 C06 25.00 10.00 10.00 0.000 4.260 120 6.2 0.1 25.00 C05 << 1.3 << 12.84 0.00 -0.43 12.41 D05 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C06 >> 7.5 >> 12.84 -0.00 0.00 12.84 C07 25.00 10.00 10.00 0.000 4.260 120 7.5 0.2 25.00 C06 << 1.3 << 12.84 0.00 -0.43 12.41 D06 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C07 >> 8.8 >> 12.84 -0.00 0.00 12.84 C08 25.00 10.00 10.00 0.000 4.260 120 8.8 0.2 25.00 C07 << 1.3 << 12.84 0.00 -0.43 12.40 D07 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.3 0.1 25.00 C08 >> 10.2 >> 12.84 -0.00 0.00 12.84 C09 25.00 10.00 10.00 0.000 4.260 120 10.2 0.2 25.00 C08 << 1.4 << 12.84 0.00 -0.43 12.40 D08 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4 0.1 25.00 C09 >> 11.6 >> 12.84 -0.00 0.00 12.84 CIO 25.00 10.00 10.00 0.000 4.260 120 11.6 0.3 25.00 C09 << 1.4 << 12.84 0.00 -0.43 12.40 D09 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.4' 0.1 25.00 C10 >> 13.1 >> 12.84 -0.00 0.00 12.84 C11 25.00 10.00 10.00 0.000 4.260 120 13.1 0.3 25.00 CIO << 1.5 << 12.84 0.00 -0.43 12.40 D10 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.5 0.1 25.00 C11 >> 14.7 >> 12.84 -0.00 0.00 12.84 C12 25.00 10.00 10.00 0.000 4.260 120 14.7 0.3- 25.00 Cll << 1.6 << 12.84 0.00 -0.43 12.40 D11 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.6 0.2 25.00 C12 >> 16.4 >> 12.84 -0.00 0.00 12.83 C13 25.00 10.00 10.00 0.000 4.260 120 16.4 0.4 25.00 C12 << 1.7 << 12.84 0.00 -0.43 12.40 D12 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.7 0.2 25.00 C13 >> 18.1 >> 12.83 -0.00 0.00 12.83 C14 25.00 10.00 10.00 0.000 4.260 120 18.1 0.4 25.00 C13 << 1.8 << 12.83 0.00 -0.43 12.40 D13 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.8 0.2 25.00 C14 >> 20.1 >> 12.83 -0.00 0.00 12.83 C15 25.00 10.00 10.00 0.000 4.260 120 20.1 0.5 25.00 C14 << 1.9 << 12.83 0.00 -0.43 12.40 D14 26.00 1.00 T 10.00 11.00 0.000 2.067 120 1.9 0.2 25.00 C15 << 2.1 << 12.83 0.00 -0.43 12.40 D15 26.00 1.00 T 10.00 11.00 0.000 2.067 120 2.1 0.2 25.00 C15 >> 22.1 >> 12.83 -0.00 0.00 12.83 L03 25.00 4.00 E 10.00 14.00 0.000 4.260 120 22.1 0.5 10.00 K01 << 35.8 << 19.23 0.02 0.00 19.25 K02 10.00 10.41 10.41 0.002 3.260 120 35.8 1.4 10.00 K01 >> 35.8 >> 19.23 -4.90 0.00 14.33 SO1 10.00 36.83 EET 12.00 48.83 0.100 1.380 120 35.8 7.7 10.00 K02 << 74.3 << 19.25 0.18 -6.51 12.91 K03 25.00 16.00 EE 14.00 30.00 0.006 3.260 120 74.3 2.8 10.00 K02 >> 38.5 >> 19.25 -4.43 0.00 14.82 S05 10.00 32.50 T 6.00 38.50 0.115 1.380 120 38.5 8.2 25.00 K03 << 171.0 << 12.91 1.05 0.00 13.96 RT 25.00 90.00 TEEE 50.00 140.00 0.007 4.260 120 171.0 3.8 10.00 LO1 << 49.1 << 18.95 0.04 0.00 18.99 L02 10.00 14.50 14.50 0.003 3.260 120 49.1 1.9 10.00 L01 >> 49.1 >> 18.95 -3.97 0.00 14.98 SO4 10.00 16.00 T 6.00 22.00 0.181 1.380 120 49.1 10.5 10.00 L02 << 96.7 << 18.99 0.35 -6.51 12.83 L03 25.00 22.00 EE 14.00 36.00 0.010 3.260 120 96.7 3.7 10.00 L02 >> 47.6 >> 18.99 -3.74 0.00 15.26 SOB 10.00 16.00 T 6.00 22.00 0.170 1.380 120 47.6 10.2 0.00 RB1 << 171.0 << 25.34 4.28 0.00 29.62 RB2 0.00 5.00 GXG 4006.00 4011.00 0.001 6.357 120 171.0 1.7 0.00 RBI >> 171.0 >> 25.34 -0.53-10.85 13.96 RT 25.00 24.00 AT 47.00 71.00 0.007 4.260 120 171.0 3.8 0.00 RB2 << 171.0 << 29.62 0.06 0.00 29.68 U01 0.00 180.00 LGT 69.16 249.16 0.000 8.110 140 171.0 1.1 10.00 S01 >> 14.6 >> 14.33 -0.27 0.00 14.06 S02 10.00 14.00 14.00 0.019 1.380 120 14.6 3.1 10.00 S02 << 6.4 << 14.06 0.06 0.00 14.12 S03 10.00 14.00 14.00 0.004 1.380 120 6.4 1.4 10.00 S03 << 27.5 << 14.12 0.86 0.00 14.98 SO4 10.00 14.00 14.00 0.062 1.380 120 27.5 5.9 10.00 S05 >> 16.9 >> 14.82 -0.35 0.00 14.47 S06 10.00 14.00 14.00 0.025 1.380 120 16.9 3.6 10.00 S06 << 4.4 << 14.47 0.03 0.00 14.50 S07 10.00 14.00 14.00 0.002 1.380 120 4.4 0.9 10.00 S07 << 25.7 << 14.50 0.76 0.00 15.26 S08 10.00 14.00 14.00 0.054 1.380 120 25.7 5.5 Calcs By: HEB Checked: June 22, 2005 Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow Diagram for FISHMAN BUILDING COI ««DO1«««««««««««««««««««««««««««««««««««««««««««««««««««BO1 ««AOI 1.2 1.2 1.2 v 1.2 1.2 v CO2««DO2«««««««««««««««««««««««««««««««««««««««««««««««««««BO2««AO2 1.2 1.2 1.2 v 2.5 2.5 v CO3««DO3«««««««««««««««««««««««««««««««««««««««««««««««««««BO3««AO3 1.2 1.2 1.2 v 3.7 3.7 v C04««DO4«««««««««««««««««««««««««««««««««««««««««««««««««««BO4««AO4 1.3 1.3 1.3 v 5.0 5.-0 v 1.3 v 6.2 6.2 v C06««DO6«««««««««««««««««««««««««««««««««««««««««««««««««««BO6««AO6 1.3 1.3 1.3 - v 7.5 7.5 v C07««DO7«««««««««««««««««««««««««««««««««««««««««««««««««««BO7««AO7 1.3 1.3 1.3 v 8.8 8.8 v C08««D08«««««««««««««««««««««««««««««««««««««««««««««««««««BO8««AO8 1.4 1.4 1.4 v 10.2 10.2 v C09««DO9«««««««««««««««««««««««««««««««««««««««««««««««««««BO9««AO9 1.4 1.4 1.4 v 11.6 11.6 v C10««D10«««««««««««««««««««««««««««««««««««««««««««««««««««B10 ««A10 1.5 1.5 1.5 v 13.1 13.1 v Flow Diagram for FISHMAN BUILDING Cl l ««Dl l«««««««««««««««««««««««««««««««««««««««««««««««««««Bl l ««Al l 1.6 1.6 1.6 v 14.7 14.7 v C 12 «S < D 12««««««««««««<«««««««<<<<<<<«««««««««<««. ««««««««««««««««< B l 2 ««A 12 1.7 1.7 1.7 v 16.4 16.4 v C13««D13«««««««««««««««««««««««««««««««««««««««««««««««««««B13««A13 1.8 1.8 1.8 v 18.1 18.1 v C14««D14«««««««««««««««««««««««««««««««««««««««««««««««««««B14««A14 1.9 1.9 1.9 v " 20.1 20.1 v C 15 ««D 15«««««««««««««««««««««««««««««««««««««««««««««««««««B 15 ««A 15 2.1 2.1 2.1 v 22.1 v L03 RT v 96.7 v L02»»»»»»»»»»»»»»»»S08»»S07»»S06««S05««««««««««««««««««««««««««««««K02 47.6 25.7 4.4 16.9 38.5 v v 49.1 35.8 v v L01»»»»»»»»»»»»»»»»SO4»»SO3»»SO2««SO1««««««««««««««««««««««««««««««K01 49.1 27.5 6.4 14.6 35.8 Path Summary Printout for FISHMAN BUILDING Job No: June 22, 2005 System: Drawing:FP-1840-4 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt.K02, Path:3 at Pt:K03 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) L01 10.00 18.95 18.95 -49.1 10.51 1.380 16.00 T 6.00 22.00 0.181 -3.97 14.98 SO4 SO4 10.00 14.98 14.98 5.60 21.7 -27.5 5.88 1.380 14.00 14.00 0.062 -0.86 14.12 S03 S03 10.00 14.12 14.12 5.60 21.0 -6.4 1.37 1.380 14.00 14.00 0.004 -0.06 14.06 S02 S02 10.00 14.06 14.06 5.60 21.0 14.6 3.12 1.380 14.00 14.00 0.019 0.27 14.33 S01 S01 10.00 14.33 14.33 5.60 21.2 35.8 7.65 1.380 36.83 EET 12.00 48.83 0.100 4.90 19.23 K01 K01 10.00 19.23 19.23 35.8 1.37 3.260 10.41 10.41 0.002 0.02 19.25 K02 K02 10.00 19.25 19.25 38.5 74.3 2.85 3.260 16.00 EE 14.00 30.00 0.006 0.18 -6.51 (-15.0 )12.91 K03 K03 25.00 12.91 12.91 96.7 171.0 3.84 4.260 90.00 THE 50.00 140.00 0.007 1.05 13.96 RT RT 25.00 13.96 13.96 171.0 3.84 4.260 24.00 AT 47.00 71.00 0.007 0.53 10.85 (25.00 )25.34 RBI RBI 25.34 25.34 171.0 1.72 6.357 5.00 GXG 4006.00 4011.00 0.001 4.28 29.62 RB2 (C=140) RB2 29.62 29.62 171.0 1.06 8.110 180.00 LGT 69.16 249.16 0.000 0.06 29.68 U07 U01 29.68 -- Path No:2 Grid Line Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C=120) L01 10.00 18.95 18.95 49.1 1.88 3.260 14.50 14.50 0.003 0.04 18.99 L02 L02 10.00 18.99 18.99 -96.7 -47.6 10.17 1.380 16.00 T 6.00 22.00 0.170 -3.74 15.26 S08 S08 10.00 15.26 15.26 5.60 21.9 -25.7 5.49 1.380 14.00 14.00 0.054 -0.76 14.50 S07 S07 10.00 14.50 14.50 5.60 21.3 -4.4 0.93 1.380 14.00 14.00 0.002 -0.03 • 14.47 S06 S06 10.00 14.47 14.47 5.60 21.3 16.9 3.63 1.380 14.00 14.00 0.025 0.35 14.82 S05 S05 10.00 14.82 14.82 5.60 21.6 38.5 8.24 1.380 32.50 T 6.00 38.50 0.115 4.43 19.25 K02 K02 10.00 19.25 -A - Calcs By:HEB Checked By: Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for FISHMAN BUILDING Job No: June 22, 2005 System: Drawing:FP-1840-4 Path No:3 Grid Line Fed by path No.1 Feeds Path:4 at Pt:A15 ----------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. L02 10.00 18.99 18.99 96.7 3.71 3.260 22.00 EE 14.00 36.00 0.010 0.35 -6.51 (-15.0 )12.83 L03 L03 25.00 12.83 12.83 -74.6 22.1 0.50 4.260 4.00 E 10.00 14.00 0.000 0.00 12.83 C15 C15 25.00 12.83 12.83 -2.1 20.1 0.45 4.260 10.00 10.00 0.000 0.00 12.83 C14 C14 25.00 12.83 12.83 -1.9 18.1 0.41 4.260 10.00 10.00 0.000 0.00 12.83 C13 C13 25.00 12.83 12.83 -1.8 16.4 0.37 4.260 10.00 10.00 0.000 0.00 12.84 C12 C12 25.00 12.84 12.84 -1.7 14.7 0.33 4.260 10.00 10.00 0.000 0.00 12.84 C11 C11 25.00 12.84 12.84 -1.6 13.1 0.29 4.260 10.00 10.00 0.000 0.00 12.84 C10 C10 25.00 12.84 12.84 -1.5 11.6 0.26 4.260 10.00 10.00 0.000 0.00 12.84 C09 C09 25.00 12.84 12.84 -1.4 10.2 0.23 4.260 10.00 10.00 0.000 0.00 12.84 C08 C08 25.00 12.84 12.84 -1.4 8.8 0.20 4.260 10.00 10.00 0.000 0.00 12.84 C07 C07 25.00 12.84 12.84 -1.3 7.5 0.17 4.260 10.00 10.00 0.000 0.00 12.84 C06 C06 25.00 12.84 12.84 -1.3 6.2 0.14 4.260 10.00 10.00 0.000 0.00 12.84 C05 C05 25.00 12.84 12.84 -1.3 5.0 0.11 4.260 10.00 10.00 0.000 0.00 12.84 C04 C04 25.00 12.84 12.84 -1.3 3.7 0.08 4.260 10.00 10.00 0.00 12.84 CO3 CO3 25.00 12.84 12.84 -1.2 2.5 0.06 4.260 10.00 10.00, 0.00 12.84 CO2 CO2 25.00 12.84 12.84 -1.2 1.2 0.03 4.260 10.00 10.00 12.84 C01 C01 25.00 12.84 12.84 1.2 0.12 2.067 1.00 T 10.00 11.00 0.000 0.00 -0.43 (-1.00 )12.41 D01 D01 26.00 12.41 12.41 1.2 0.18 1.682 90.00 TT 16.00 106.00 0.000 0.01 12.41 B01 B01 26.00 12.41 12.41 1.2 0.12 2.067 1.00 T 10.00 11.00 0.000 0.00 0.43 ( 1.00 )12.85 A01 A01 25.00 12.85 12.85 1.2 0.03 4.260 10.00 10.00 12.85 A02 A02 25.00 12.85 12.85 1.2 2.5 0.06 4.260 10.00 10.00 0.00 12.85 A03 A03 25.00 12.85 12.85 1.2 3.7 0.08 4.260 10.00 10.00 0.00 12.85 A04 A04 25.00 12.85 12.85 1.3 5.0 0.11 4.260 10.00 10.00 0.000 0.00 12.85 A05 A05 25.00 12.85 12.85 1.3 6.2 0.14 4.260 10.00 10.00 0.000 0.00 12.85 A06 A06 25.00 12.85 12.85 1.3 7.5 0.17 4.260 10.00 10.00 0.000 0.00 12.85 A07 A07 25.00 12.85 12.85 1.3 8.8 0.20 4.260 10.00 10.00 0.000 0.00 12.85 A08 A08 25.00 12.85 12.85 1.4 10.2 0.23 4.260 10.00 10.00 0.000 0.00 12.85 A09 A09 25.00 12.85 12.85 1.4 11.6 0.26 4.260 10.00 10.00 0.000 0.00 12.85 A10 A10 25.00 12.85 12.85 1.5 13.1 0.29 4.260 10.00 10.00 0.000 0.00 12.85 All All 25.00 12.85 12.85 1.6 14.7 0.33 4.260 10.00 10.00 0.000 0.00 12.85 Al2 Al2 25.00 12.85 12.85 1.7 16.4 0.37 4.260 10.00 10.00 0.000 0.00 12.85 A13 A13 25.00 12.85 12.85 1.8 18.1 0.41 4.260 10.00 10.00 0.000 0.00 12.85 A14 A14 25.00 12.85 12.85 1.9 20.1 0.45 4.260 10.00 10.00 0.000 0.00 12.85 A15 A15 25.00 12.85 12.85 76.6 96.7 2.17 4.260 3.00 EE 20.00 23.00 0.003 0.06 12.91 K03 K03 25.00 12.91 Calcs By:HEB Checked By: Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for FISHMAN BUILDING Job No: June 22, 2005 System: Drawing:FP-1840-4 Path No:4 Far Main Fed by path No.3 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) COI 25.00 12.84 12.84 -1.2 0.03 4.260 10.00 10.00 12.84 CO2 CO2 25.00 12.84 12.84 -1.2 -2.5 0.06 4.260 10.00 10.00 -0.00 12.84 CO3 CO3 25.00 12.84 12.84 -1.2 -3.7 0.08 4.260 10.00 10.00 -0.00 12.84 C04 C04 25.00 12.84 12.84 -1.3 -5.0 0.11 4.260 10.00 10.00 0.000 -0.00 12.84 C05 C05 25.00 12.84 12.84 -1.3 -6.2 0.14 4.260 10.00 10.00 0.000 -0.00 12.84 C06 C06 25.00 12.84 12.84 -1.3 -7.5 0.17 4.260 10.00 10.00 0.000 -0.00 12.84 C07 C07 25.00 12.84 12.84 -1.3 -8.8 0.20 4.260 10.00 10.00 0.000 -0.00 12.84 C08 C08 25.00 12.84 12.84 -1.4 -10.2 0.23 4.260 10.00 10.00 0.000 -0.00 12.84 C09 C09 25.00 12.84 12.84 -1.4 -11.6 0.26 4.260 10.00 10.00 0.000 -0.00 12.84 CIO CIO 25.00 12.84 12.84 -1.5 -13.1 0.29 4.260 10.00 10.00 0.000 -0.00 12.84 C11 C11 25.00 12.84 12.84 -1.6 -14.7 0.33 4.260 10.00 10.00 0.000 -0.00 12.84 C12 C12 25.00 12.84 12.84 -1.7 -16.4 0.37 4.260 10.00 10.00 0.000 -0.00 12.83 C13 C13 25.00 12.83 12.83 -1.8 -18.1 0.41 4.260 10.00 10.00 0.000 -0.00 12.83 C14 C14 25.00 12.83 12.83 -1.9 -20.1 0.45 4.260 10.00 10.00 0.000 -0.00 12.83 C15 C15 25.00 12.83 12.83 22.1 2.1 0.20 2.067 1.00 T 10.00 11.00 0.000 0.00 -0.43 (-1.00 )12.40 DI D15 26.00 12.40 12.40 2.1 0.30 1.682 90.00 TT 16.00 106.00 0.000 0.02 12.42 B15 B15 26.00 12.42 12.42 2.1 0.20 2.067 1.00 T 10.00 11.00 0.000 0.00 0.43 ( 1.00 )12.85 A15 A15 25.00 12.85 Calcs By:HEB Checked By: Ser:*310080* Hypercalc Program by Crowley Design Group, (215)-337-7060 SCALE 71/3i"m 1 '-0" LEGF_NQ_ 0 AUK. 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