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HomeMy WebLinkAbout2523 NAVARRA DR; ; AS060215; Permit12/13/24, 3:36 PM AS060215 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2523 NAVARRA DR Permit Type: SPRINK Parcel No: 2161702000 Lot #: 0 Reference No.: Permit No: AS060215 Status: ISSUED Applied 9/1/2006 Approved: 9/1/2006 Issued: 9/1/2006 PC #: Inspector: Project Title: MATCHPLAY @ LA COSTA THREE FIRE SPRINKLER ISNPECTIONS @ $60/EA Applicant: CORNERSTONE FIRE PROTECTION 9260 ISAAC ST SANTEE, CA 619-562-2012 Owner: CREWS MICHAEL COMMERCIAL DEVELOPMENT P 0 BOX 300429 ESCONDIDO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 180 0 180 0 about:blank 1/1 -------------------------------------------------------------------------------- = = = = = = = = = = = = = = = = = = = = = = = = = M = = M = = = = Y = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = OF HYIJRAUL IC CAL C U L A T I ONS FOR Matchplay at La Costa(GARAGE) 2523 Navarra Dr. Carlsbad CA 92009 -------------------------------------------------------------------------------- = = = = = = = = = = = = = = = = = = = = = = = = = = i E5fñ3 E e a = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Cornerstone Fire Protection 9260 Issac Street Suite D Santee CA 92071 Design Specifications Water Supply Information System Demand Density : 0.150 118.00 psi @ 0.00 gpm 91.79 psi Design Area: 400.00 116.00 psi @ 1075.00 gpm 775.0 gpm Total Demand: 775.0 om 91 79 tsi system sarety ractor: 25.J.0 ps Notes: List of Fitting Abbreviations Example: 1'E2TC" = one CPVC COUP , two BUTTERFLY , and one CPVC T RUN Code:Description Code:Description Code:Description Code:Description A : CPVC 90 H : COPPER TR 0 : STEEL45 V : PVC 90 B : CPVC BHT I : COPPER 45 P : STEEL COUP W : PVC T C : CPVC T RUN J : COP COUP. Q : FLOW SWITC X : PVC 45 D : CPVC 45 K : COPPER CHK R : COP GATE Y E : CPVC COUP L : STEEL 90 S : STEEL GATE Z F : COPPER 90 M : STEEL BHT T : BUTTERFLY G : COPPER BHT N STEEL TRUN U : CHECK VLV Caics By: RICK TROYER Checked: 6-1-06 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Summary of Sprinkler and Hose Flows Job o:1105-22 Matchplay at La Costa(GARAGE) Design density: .15 Suppli.ed flow and pressure is based on 91.79 psi available at supply 116.91 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 10 18.58 18.58 14.00 60.3 60.1 0.301 10 11 22.70 22.70 14.00 66.7 60.1 11.00, 11 12 21.62 21.62 14.00 65.1 60.1 8.3% 12 13 21.62 21.62 14.00 65.1 60.1 8.301 13 14 23.43 23.43 14.00 67.8 60.1 12.801 14 15 23.86 23.86 14.00 68.4 60.1 13.8% 15 16 26.30 26.30 14.00 71.8 60.1 19.5% 16 5 21.52 21.52 14.00 64.9 60.1 8.0% 5 6 19.86 19.86 14.00 62.4 60.1 3.8% 6 7 19.51 19.51 14.00 61.8 60.1 2.8% 7 8 18.73 18.73 14.00 60.6 60.1 0.8% 8 9 18.40 18.40 14.00 60.1 60.1 0.0% 9 Caics By: RICK TROYER Checked: 6-1-06 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337- 7 0 6 0 Flow and Pressure Summary Job No:1105-22 Matchplay at La Costa (GAGE) Elev. RE?. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S C A L C U L A T I 0 N S Velocity ft. POINT gprn psi psi psi psi POINT ft. Length Fitting Length Total pf/ft Diam C Flow fp 115.50 10 >> 24.9 >> 18.58 -0.18 0.00 18.40 9 115.50 20.00 N 10.00 30.00 0.006 2.154 120 24.9 2.2 115.50 10 << 85.2 << 18.58 1.09-10.63 9.03 S 140.00 9.00 M 10.00 19.00 0.057 2.154 120 85.2 7.5 115.50 11 >> 66.2 >> 22.70 -1.07 0.00 21.62 12 115.50 20.00 N 10.00 30.00 0.036 2.154 120 66.2 5.8 115.50 11 << 132.9 << 22.70 7.41 0.00 30.11 M 115.50 56.00 C 1.00 57.00 0.130 2.154 120 132.9 11.7 115.50 12 >> 1.1 >> 21.62 -0.00 0.00 21.62 13 115.50 20.00 M 10.00 30.00 0.000 2.154 120 1.1 0.1 115.50 13 << 64.0 << 21.62 0.64 0.00 22.26 T 115.50 9.00 N 10.00 19.00 0.034 2.154 120 64.0 5.6 115.50 14 << 34.9 << 23.43 0.43 0.00 23.86 15 115.50 20.00 M3N 19.00 39.00 0.011 2.154 120 34.9 3.1 115.50 14 >> 119.2 >> 23.43 -1.92 0.00 21.52 5 115.50 17.00 C 1.00 18.00 0.106 2.154 120 119.2 10.5 115.50 14 << 152.1 << 23.43 14.03 0.00 37.46 N 115.50 56.00 GNM 28.00 84.00 0.167 2.154 120 152.1 13.4 115.50 15 << 103.3 << 23.86 2.45 0.00 26.30 16 115.50 20.00 M 10.00 30.00 0.082 2.154 120 103.3 9.1 115.5016 << 175.0 << 26.30 2.17 0.00 28.47 U 115.50 9.00 C 1.00 10.00 0.217 2.154 120 175.0 15.4 115.50 5 >> 102.7 >> 21.52 -1.66 0.00 19.86 6 115.50 10.50 M 10.00 20.50 0.081 2.154 120 102.7 9.0 115.50 5 << 48.5 << 21.52 2.54 0.00 24.06 Q 115.50 91.25 5N2M 35.00 126.25 0.020 2.154 120 48.5 4.3 115.50 6 >> 40.3 >> 19.86 -0.34 0.00 19.51 7 115.50 14.00 N 10.00 24.00 0.014 2.154 120 40.3 3.5 115.50 7 << 21.5 << 19.51 0.05 0.00 19.56 R 115.50 0.50 N 10.00 10.50 0.004 2.154 120 21.5 1.9 115.50 8 >> 35.2 >> 18.73 -0.33 0.00 18.40 9 115.50 20.00 M 10.00 30.00 0.011 2.154 120 35.2 3.1 115.50 8 << 95.8 << 18.73 5.32 0.00 24.06 Q 115.50 56.00 3NM 19.00 75.00 0.071 2.154 120 95.8 8.4 115.50 L << 144.2 << 27.39 2.72 0.00 30.11 N 115.50 8.00 M 10.00 18.00 0.151 2.154 120 144.2 12.7 115.50 L >> 144.2 >> 27.39 -3.33 0.00 24.06 Q 115.50 12.00 N 10.00 22.00 0.151 2.154 120 144.2 12.7 115.50 N << 277.1 << 30.11 7.35 0.00 37.46 N 115.50 20.00 £1N 15.00 35.00 0.210 2.581 120 277.1 16.9 115.50 N << 429.2 << 37.46 10.61 0.00 48.07 0 115.50 10.50 N 12.00 22.50 0.472 2.581 120 429.2 26.2 115.50 0 << 775.0 << 48.07 2.43 0.00 50.50 Ri 115.50 2.00 N 20.00 22.00 0.111 4.352 120 775.0 16.7 115.50 0 > 345.8 >> 48.07 -3.96 0.00 44.11 V 115.50 103.50 M12N 56.00 159.50 0.025 4.352 120 345.8 7.4 115.50 R << 21.5 << 19.56 0.10-10.63 9.03 S 140.00 12.50 M 10.00 22.50 0.004 2.154 120 21.5 1.9 115.50 Rl << 775.0 << 50.50 4.81 4.12 59.44 R2 106.00 10.00 LQU 33.50 43.50 0.111 4.352 120 775.0 16. 106.00 R2 << 775.0 << 5944 3.30 2.60 65.34 Ui 100.00 10.00 2L 26.60 36.60 0.090 4.280 140 775.0 17, 140.00 S << 106.7 << 9.03 2.60 10.63 22.26 T 115.50 20.00 M 10.00 30.00 0.087 2.154 120 106.7 9.4 100.00 SS >> 775.0 >> 91.79 -7.10 0.00 84.70 U3 100.00 25.00 4L 60.44 85.44 0.083 4.240 150 775.0 17.6 115.50 T << 170.8 << 22.26 6.20 0.00 28.47 U 115.50 20.00 N 10.00 30.00 0.207 2.154 120 170.8 15.0 115.50 U << 345.8 << 28.47 15.64 0.00 44.11 V 115.50 10.50 N 10.00 20.50 0.763 2.154 120 345.8 30.4 100.00 Ui << 775.0 << 65.34 12.76 0.00 78.10 U2 100.00 60.00 4AU 93.69 153.69 0.083 4.240 150 775.0 17.6 100.00 U2 << 775.0 << 78.10 6.60 0.00 84.70 U3 100.00 20.00 4L 53.20 73.20 0.090 4.280 140 775.0 17.2 Caics By: RICK TROYER Checked: 6-1-06 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 - Loop Balance Summary Job No:1105-22 Matchplay at La Costa(GARAGE) 60 = = = = T = = P T 6 TOil = = I osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = H >>>>>G >>>>>F >>>>>H +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 0 E5 = = = = 5 = = P T 6 E ion = = I osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = D >>>>>J >>>>>I >>>>>H >>>>>F >>>>>E >>>>> B > > > > > C > > > > > l > > > > > D +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 -------------- = = P i T 6 ion osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = D >.>>>l >>>>>C >>>>>B >>>>>E >>>>>4 >> > > > I > > > > > J > > > > > D +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 00 = = = = 4 = = P TO i TOil osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = D >>>>>J >>>>>2 >>>>>A >>>>>B >>>>>C >> > > > l > > > > > D +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 So = = = = = = P T S E Toil = = I osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = o >>>>>N >>>>>14 >>>>>5 <<<<<Q >>>>>8 >>>>>9 <<<<<10 <<<<<S <<<<<T +10.61 +14.03 +1.92 -2.54 +5.32 +0.3 3 - 0 . 1 8 - 1 . 0 9 - 2 . 6 0 T <<<<<U <<<<<V <<<<<0 -6.20 -15.64 -3.96 Totals : +losses: 32.21 -losses: 32.21 imbalance: 0.00 -------------- = = P T SET OH = = 'losses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = T >>>>>S >>>>>R >>>>>7 <<<<<6 <<<<<5 <<<<< 1 4 < < < < < N > > > > > M > > > > > l l +2.60 +0.10 +0.05 -0.34 -1.66 -1.92 - 1 4 . 0 3 + 7 . 3 5 + 7 . 4 1 11 >>>>>12 >>>>>13 <<<<<T +1.07 +0.00 -0.64 Totals : +losses: 18.58 -losses: 18.59 imbalance: -0.01 00 = = = 7 = P TO E TOH = = TO § § = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0 >>>>>V >>>>>U >>>>>T >>>>>13 >>>>>12 < < < < < 1 1 < < < < < M < < < < < N < < < < < 0 +3.96 +15.64 +6.20 +0.64 +0.00 -1. 0 7 - 7 . 4 1 - 7 . 3 5 - 1 0 . 6 1 Totals : +losses: 26.44 -losses: 26.44 imbalance: 0.00 Caics By: RICK TROYER Checked: 6-1-06 Ser:*311013* Hypercaic Program by Crowley D e s i g n G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Loop Balance Summary Job No:1105-22 Matchplay at La Costa(GARAGE) ------------------- L N >>>>>14 >>>>>5 <<z<<Q <<<<<L <<<<<M <<<<<N +14.03 +1.92 -2.54 -3.33 -2.72 -7.35 Totals : +losses: 15.95 -losses: 15.94 imbalance: 0.01 I 00 = = = = = = T 0 E T 0 osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0 >>>>>V >>>>>U >>>>>16 >>>>>15 >>>>>14 <<<<<N <<<< < 0 +3.96 +15.64 +2.17 +2.45 +0.43 -14.03 -10.6 1 Totals : +losses 24.65 -losses: 24.64 imbalance: 0.01 I I! Caics By: RICK TROYER Checked: 6-1-06 Ser:*311013* Hypercaic Program by Crowley Design Group, ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for Matchplay at La Costa(GARAGE) Job No:1105-22 6-1-06 System:GARA.GE Drawing:2 of 5 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt:D Path7 at Pt:L Path:9 at Pt:M Path:10 at Pt:N Path:11 at Pt:O Feeds Path:12 at Pt:O 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=150) 1 140.0 16.75 16.75 1.101 91.25 A8CD 27.20 118.45 16.75 D D 140.0 16.75 16.75 2.003 21.50 A 13.60 35.10 10.63 (24.50 )27.39 L - (C=120) L 115.5 27.39 27.39 144.2 144.2 12.66 2.154 8.00 M 10.00 18.00 0.151 2.72 30.11 M H 115.5 30.11 30.11 132.9 277.1 16.95 2.581 20.00 MN 15.00 35.00 0.210 7.35 37.46 N N 11.5 37.46 37.46 152.1 429.2 26.25 2.581 10.50 H 12.00 22.50 0.472 10.61 48.07 0 0 115.5 48.07 48.07 345.8 775.0 16.67 4.352 2.00 H 20.00 22.00 0.111 2.43 50.50 Ri RI 115.5 50.50 50.50 775.0 16.67 4.352 10.00 LQU 33.50 43.50 0.111 4.81 4.12 ) 9.50 (59.44 R2 )C=140) R2 106.0 59.44 59.44 775.0 17.24 4.280 10.00 2L 26.60 36.60 0.090 3.30 2.60 ) 6.00 )65.34 Ui (C=150) Ui 100.0 65.34 65.34 775.0 17.56 4.240 60.00 4AU 93.69 153.69 0.083 12.76 78.10 U2 (Ci40) U2 100.0 78.10 78.10 775.0 17.24 4.280 20.00 4L 53.20 73.20 0.090 6.60 84.70 U3 )C=150) U3 100.0 84.70 84.70 775.0 17.56 4.240 25.00 4L 60.44 85.44 0.083 7.10 91.79 SS SS 100.0 91.79 Path No:2 Grid Line Fed by path No.1 Feeds Path:3 at PtJ Path:5 at Pt:I Path:6 at Pt:H Ref Kiev. Pressure (psi) K Flow )gpm) Veioc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (Ci50) 1 140.0 16.75 16.75 1.101 21.00 2CB 10.58 31.58 16.75 C C 140.0 16.75 16.75 1.101 11.50 B 7.56 19.06 16.75 B B 140.0 16.75 16.75 1.101 11.00 B 7.56 18.56 16.75 6 6 140.0 16.75 16.75 1.101 11.50 B 7.56 19.06 16.75 F F 140.0 16.75 16.75 1.101 105.50 AB16C 39.29 144.79 16.75 G G 140.0 16.75 16.75 1.101 8.50 A 7.56 16.06 16.75 H H 140.0 16.75 16.75 1.101 11.50 BC 9.07 20.57 16.75 I I 140.0 16.75 16.75 1.101 11.00 B 7.56 18.56 16.75 J J 140.0 16.75 16.75 1.101 3.00 B 7.56 10.56 16.75 D D 140.0 16.75 Caics By:RICK TROYER Checked By: Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Matchplay at La Costa(GARAGE) Job No:1105-22 6-1-06 System:GARAGE Drawing:2 of 5 Path No:3 Grid Line Fed by path No.2 Feeds Path4 at PtA 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=1S0) B 140.0 16.75 16.75 0.874 15.25 4C8 10.58 25.83 16.75 A A 140.0 16.75 16.75 0.874 8.50 B 4.53 13.03 16.75 2 2 140.0 16.75 16.75 0.874 80.25 15C8 27.20 107.45 16.75 3 J 140.0 16.75 Path No:4 Grid Line 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=150) 3 140.0 16.75 16.75 0.874 5.00 A 6.04 11.04 16.75 A A 140.0 16.75 Path No:5 Far Main Fed by path No.2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Lo s s 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=150) E 140.0 16.75 16.75 0.874 23.75 BA 10.58 34.33 16.75 4 4 140.0 16.75 16.75 0.874 80.25 8CB 16.62 96.87 16.75 I I Z40.0 16.75 Caics By:RICK TROYER Checked By:_______ Sr:*311013* Hypercaic Program by Crowley Design Group, (2 1 5 ) - 3 3 7 - 7 0 6 0 ?ath Simmary Printout for Matchplay at La Costa (GARAGE) Job No:1105-22 6-1-06 System:GARAGE Drawing:2 of 5 Path No:6 Fed by path No.2 Ref Kiev. Pressure (psi) K Flow )gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next R... Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (CiS0) F 140.0 16.75 16.75 0.874 104.26 12C5 22.67 126.92 16.75 H H 140.0 16.75 Path No:7 Fed by path No.1 Feeds Path:8 at Pt:Q Ref Kiev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (Ci20) R 115.5 19.56 19.56 -21.5 1.89 2.154 0.50 M 10.00 10.50 0.004 -0.05 19.51 7 7 115.5 19.51 19.51 14.00 61.8 40.3 3.54 2.154 14.00 H 10.00 24.00 0.014 0.34 19.86 6 6 115.5 19.86 19.86 14.00 62.4 102.7 9.02 2.154 10.50 N 10.00 20.50 0.081 1.66 21.52 5 5 115.5 21.52 21.52 14.00 64.9 48.5 4.26 2.154 91.25 5N2M 35.00 126.25 0.020 2.54 24.06 Q Q 115.5 24.06 24.06 95.8 144.2 12.66 2.154 12.00 H 10.00 22.00 0.151 3.33 27.39 L L 115.5 27.39 Path No:8 Fed by path No.7 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) S 140.0 9.03 9.03 -85.2 7.48 2.154 9.00 N 10.00 19.00 0.057 -1.09 10.63 (24.50 (18.58 10 10 115.5 18.58 18.58 14.00 60.3 -24.9 2.19 2.154 20.00 M 10.00 30.00 0.006 -0.18 18.40 9 9 115.5 18.40 18.40 14.00 60.1 35.2 3.09 2.154 20.00 H 10.00 30.00 0.011 0.33 18.73 8 8 115.5 18.73 18.73 14.00 60.6 95.8 8.41 2.154 56.00 3NN 19.00 75.00 0.071 5.32 24.06 Q 0 115.5 24.06 Caics By:RICK TROYER Checked By: Ser:*311013* Hypercaic Program by Crowley Design Group, (215 ) - 3 3 7 - - 7 0 6 0 Path Summary Printout for Matchplay at La Costa ( G A R A G E ) Job No:1105-22 6-1-06 System:GAR.AGE Drawing:2 of 5 Path No:9 Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. Loss Next Ret Pt: ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (Ci20) T 115.5 22.26 22.26 -64.0 5.62 2.154 9.00 M 10.00 19.00 0.034 -0.64 21.62 13 13 115.5 21.62 21.62 14.00 65.1 1.1 0.09 2.154 20.00 M 10.00 30.00 0.000 0.00 21.62 12 12 115.5 21.62 21.62 14.00 65.1 66.2 5.81 2.154 20.00 N 10.00 30.00 0.036 1.07 22.70 ii 11 ll55 22.70 22.70 14.00 66.7 132.9 11.67 2.154 56.00 C 1.00 57.00 0.130 7.41 30.11 M N 115.5 30.11 Path No: 10 Fed by path No.1 Ref Kiev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Fric t . L o s s Kiev. 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) U 115.5 28.47 28.47 -175.0 15.37 2.154 9.00 C 1.00 10.00 0.217 -2.17 26.30 16 16 115.5 26.30 26.30 14.00 71.8 -103.3 9.07 2.154 20.00 N 10.00 30.00 0.082 -2.45 23.86 15 15 115.5 23.86 23.86 14.00 68.4 -34.9 3.06 2.154 20.00 M3N 19.00 39.00 0.011 -0.43 23.43 14 14 115.5 23.43 23.43 14.00 67.8 152.1 13.36 2.154 56.00 6NN 28.00 84.00 0.167 14.03 37.46 N N 115.5 37.46 Path No: 11 Fed by path No.1 Ref-Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total F r i c t . L o s s Kiev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total P s i (ft.) Press Pt. (C=120) V 115.5 44.11 44.11 345.8 7.44 4.352 103.50 M12N 56.00 159.50 0.025 3.96 48.07 0 0 115.5 48.07 Caics By:RICK TROYER Checked By: Ser:*311013* 1-lypercaic Program by Crowley Design G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for Matchplay at La Costa (GARAG E ) Job No:1105-22 6-1-06 System:GARAGE Drawing:2 of 5 Path No: 12 Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gprn) Veloc Diam. Actual Fitting Fitting Total Frict.Lo s s Elev. Loss Next R- Pt. ft. Pt pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) R 115.5 19.56 19.56 21.5 1.89 2.154 12.50 N 10.00 22.50 0.004 0.10 -10.6 (-24.5 ) 9.03 S S 140.0 9.03 9.03 85.2 106.7 9.37 2.154 20.00 M 10.00 30.00 0.087 2.60 10.63 (24.50 )22.26 T T 115.5 22.26 22.26 64.0 170.8 14.99 2.154 20.00 M 10.00 30.00 0.207 6.20 28.47 U U 11E.5 28.47 28.47 175.0 345.8 30.36 2.154 10.50 M 10.00 20.50 0.763 15.64 44.11 V V 115.5 44.11 44.11 345.8 7.44 4.352 103.50 M12N 56.00 159.50 0.025 3.96 48.07 0 0 115.5 48.07 Caics By:RICK TROYER Checked By:_______ Ser:*311013* Hypercaic Program by Crowley Design Group, (2 1 5 ) - 3 3 7 - 7 0 6 0 -------------------------------------------------------------------------------- SUMMARY OF HYDRAULIC CALCULATIONS FOR Matchplay at La Costa(UNITS) 2523 Navarra Dr. Carlsbad CA 92009 -------------------------------------------------------------------------------- = = = = = = = = = = = = = = = = = = = = = = = = = = u mi e a= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Cornerstone Fire Protection 9260 Issac Street Suite D Santee CA 92071 Design Specifications Water Supply Information System Demand Density : 0.150 118.00 psi @ 0.00 gpm 93.90 psi Design Area: 400.00 116.00 psi @ 1075.00 gpm 105.3 gpm Total Demand: 105.3 9FT.@93901si system sarety ract 24.U6 psi Notes: List of Fitting Abbreviations Example: °E2TC" = one CPVC COUP , two BUTTERFLY , and one CPVC T RUN Code:Description Code:Description Code:Description Code:Description A CPVC 90 H : COPPER TR 0 : STEEL45 V : PVC 90 B : CPVC BHT I : COPPER 45 P : STEEL COUP W : PVC T C : CPVC T RUN J : COP COUP. Q FLOW SWITC X : PVC 45 D CPVC 45 K : COPPER CHK R : COP GATE Y E : CPVC COUP L : STEEL 90 S : STEEL GATE Z F : COPPER 90 M : STEEL BHT T : BUTTERFLY G : COPPER BHT N : STEEL TRUN U : CHECK VLV Calcs By: RICK TROYER Checked: 6-1-06 Ser':*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Summary of Sprinkler and Hose Flows - Job No:1105-22 Matchplay at La Costa(UNITS) Design density: .15 Supplied flow and pressure is based on 93.90 psi available at supply 117.97 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 1 45.74 45.74 4.20 28.4 24.0 18.30-. 1 2 35.88 35.88 4.20 25.2 24.0 5.0% 2 3 32.69 32.69 4.20 24.0 24.0 0.0% 3 4 43.67 43.67 4.20 27.8 24.0 15.8% 4 Calcs By: RICK TROYER Checked: 6-1-06 Ser*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary - Job No:1105-22 Matchplay at La Costa (tJITS) Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S C A L C U L A T I 0 N S Veloc"" ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fp 140.00 1 >> 9.1 >> 45.74 -0.50 0.00 45.23 C 140.00 21.00 2CB 10.58 31.58 0.016 1.101 150 9.1 3.1 140.00 1 << 37.5 << 45.74 25.83 0.00 71.56 D 140.00 91.25 A8CB 27.20 118.45 0.218 1.101 150 37.5 12.6 115.50 10 >> 20.5 >> 85.91 -0.12 0.00 85.78 9 115.50 20.00 M 10.00 30.00 0.004 2.154 120 20.5 1.8 115.50 10 << 20.5 << 85.91 0.08-10.63 75.35 S 140.00 9.00 N 10.00 19.00 0.004 2.154 120 20.5 1.8 115.50 11 < 20.8 e< 85.81 0.13 0.00 85.94 12 115.50 20.00 N 10.00 30.00 0.004 2.154 120 20.8 1.8 115.50 11 >> 20.8 >> 85.81 -0.24 0.00 85.57 M 115.50 56.00 C 1.00 57.00 0.004 2.154 120 20.8 1.8 115.50 12 << 20.8 << 85.94 0.13 0.00 86.06 13 115.50 20.00 M 10.00 30.00 0.004 2.154 120 20.8 1.8 115.50 13 << 20.8 << 86.06 0.08 0.00 86.14 T 115.50 9.00 N 10.00 19.00 0.004 2.154 120 20.8 1.8 115.50-14 << 14.5 << 86.04 0.08 0.00 86.13 15 115.50 20.00 M3N 19.00 39.00 0.002 2.154 120 14.5 1.3 115.50 14 ,, 19.5 >> 86.04 -0.07 0.00 85.97 5 115.50 17.00 C 1.00 18.00 0.004 2.154 120 19.5 1.7 115.50 14 << 5.0 << 86.04 0.03 0.00 86.07 N 115.50 56.00 6NM 28.00 84.00 0.000 2.154 120 5.0 0.4 115.50-15 << 14.5 << 86.13 0.06 0.00 86.19 16 115.50 20.00 M 10.00 30.00 0.002 2.154 120 14.5 1.3 115.50 16 << 14.5 << 86.19 0.02 0.00 86.21 U 115.50 9.00 C 1.00 10.00 0.002 2.154 120 14.5 1.3 140.00 2 << 2.3 << 35.88 0.05 0.00 35.93 A 140.00 8.50 B 4.53 13.03 0.004 0.874 150 2.3 1.2 140.00 2 << 22.9 << 35.88 28.81 0.00 64.69 J 140.00 80.25 15C5 27.20 107.45 0.268 0.874 150 22.9 12.2 140.00 3 << 24.0 < 32.69 3.24 0.00 35.93 A 140.00 5.00 A 6.04 11.04 0.294 0.874 150 24.0 12.8 140.00 4 << 10.5 << 43.67 2.20 0.00 45.87 E 140.00 23.75 BA 10.58 34.33 0.064 0.874 150 10.5 5.6 140.00 4 << 17.2 << 43.67 15.38 0.00 59.05 I 140.00 80.25 8CB 16.62 96.87 0.159 0.874 150 17.2 9.2 115.50 5 << 3.1 << 85.97 0.00 0.00 85.98 6 115.50 10.50 N 10.00 20.50 0.000 2.154 120 3.1 0.3 115.50 5 >> 22.6 >> 85.97 -0.62 0.00 85.35 Q 115.50 91.25 5N2N 35.00 126.25 0.005 2.154 120 22.6 2.0 115.50 6 << 3.1 << 85.98 0.00 0.00 85.98 7 115.50 14.00 M 10.00 24.00 0.000 2.154 120 3.1 0.3 115.50 7 << 3.1 << 85.98 0.00 0.00 85.98 R 115.50 0.50 M 10.00 10.50 0.000 2.154 120 3.1 0.3 115.50 8 << 20.5 << 85.66 0.12 0.00 85.78 9 115.50 20.00 M 10.00 30.00 0.004 2.154 120 20.5 1.8 115.50 8 >> 20.5 >> 85.66 -0.31 0.00 85.35 Q 115.50 56.00 3NM 19.00 75.00 0.004 2.154 120 20.5 1. 140.00 A < 26.3 << 35.93 8.99 0.00 44.93 B 140.00 15.25 4CB 10.58 25.83 0.348 0.874 150 26.3 14.1 140.00 B << 9.1 < 44.93 0.30 0.00 45.23 C 140.00 11.50 B 7.56 19.06 0.016 1.101 150 9.1 3.1 140.00 B << 17.2 << 44.93 0.95 0.00 45.87 E 140.00 11.00 B 7.56 18.56 0.051 1.101 150 17.2 5.8 140.00 D >> 67.8 >> 71.56 -6.87 0.00 64.69 J 140.00 3.00 B 7.56 10.56 0.651 1.101 150 67.8 22.8 140.00 D << 105.3 << 71.56 2.80 10.63 85.00 L 115.50 21.50 A 13.60 35.10 0.080 2.003 150 105.3 10.7 140.00 E << 27.7 << 45.87 2.37 0.00 48.24 F 140.00 11.50 B 7.56 19.06 0.124 1.101 150 27.7 9.3 140.00 F << 17.1 << 48.24 7.39 0.00 55.63 G 140.00 105.50 AB16C 39.29 144.79 0.051 1.101 150 17.1 5.8 140.00. F << 10.6 << 48.24 8.22 0.00 56.49 H 140.00 104.25 12C8 22.67 126.92 0.065 0.874 150 10.6 5.7 140.00 G << 17.1 << 55.63 0.82 0.00 56.49 H 140.00 8.50 A 7.56 16.06 0.051 1.101 150 17.1 5.8 140.00 H << 27.7 << 56.49 2.56 0.00 59.05 I 140.00 11.50 BC 9.07 20.57 0.124 1.101 150 27.7 9.3 140.00 I << 44.9 << 59.05 5.64 0.00 64.69 J 140.00 11.00 B 7.56 18.56 0.304 1.101 150 44.9 15.1 115.50 L << 62.2 << 85.00 0.57 0.00 85.57 M 115.50 8.00 N 10.00 18.00 0.032 2.154 120 62.2 5.5 115.50 L << 43.1 << 85.00 0.36 0.00 85.35 Q 115.50 12.00 N 10.00 22.00 0.016 2.154 120 43.1 3.8 115.50 N << 41.4 << 85.57 0.50 0.00 86.07 N 115.50 20.00 MN 13.00 33.00 0.015 2.154 120 41.4 3.6 115.50 N << 46.4 << 86.07 0.38 0.00 86.45 0 115.50 10.50 M 10.00 20.50 0.019 2.154 120 46.4 4.1 115.50 0 << 105.3 << 86.45 0.06 0.00 86.51 Ri 115.50 2.00 M 20.00 22.00 0.003 4.352 120 105.3 2.3 115.50 0 >> 58.9 >> 86.45 -0.15 0.00 86.30 V 115.50 103.50 M12N 56.00 159.50 0.001 4.352 120 58.9 1.3 115.50 R << 3.1 << 85.98 0.00-10.63 75.35 S 140.00 12.50 M 10.00 22.50 0.000 2.154 120 3.1 0.3 115.50 Ri << 105.3 << 86.51 0.12 4.12 90.75 R2 106.00 10.00 LQU 33.50 43.50 0.003 4.352 120 105.3 2.3 106.00 R2 e< 105.3 <e 90.75 0.08 2.60 93.44 Ui 100.00 10.00 2L 26.60 36.60 0.002 4.280 140 105.3 2.3 140.00 S << 23.6 << 75.35 0.16 10.63 86.14 T 115.50 20.00 M 10.00 30.00 0.005 2.154 120 23.6 2.1 100.00 SS >> 105.3 >> 93.90 -0.18 0.00 93.72 U3 100.00 25.00 4L 60.44 85.44 0.002 4.240 150 105.3 2.4 115.50 T << 44.4 << 86.14 0.07 0.00 86.21 U 115.50 20.00 N 15.00 35.00 0.002 3.356 120 44.4 1.6 115.50 U << 58.9 << 86.21 0.09 0.00 86.30 V 115.50 10.50 M 15.00 25.50 0.003 3.356 120 58.9 2.1 Calcs By: RICK TROYER Checked: 6-1-06 Ser: *311013* IIyperca1c Program by Crowley Design Group, (215) -337-7060 Flow and Pressure Summary Job No:1105-22 Matchplay at La Costa(UNITS) Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S CAL C ULAT I ONS Veloc ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow f 100.00 Ui << 105.3 << 93.44 0.12 0.00 93.56 U2 100.00 60.00 60.00 0.002 4.240 150 105.3 2.4 100.00 U2 << 105.3 << 93.56 0.16 0.00 93.72 U3 100.00 20.00 4L 53.20 73.20 0.002 4.280 140 105.3 2.3 Calcs By: RICK TROYER Checked: 6-1-06 Se:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Loop Balance Summary Job No:1105-22 Matchplay at La Costa(UNITS) 0 = = = = T = 1--------------- = P 9:0 ion = = I osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = H >>>>>G >>>>>F <<<<<H +0.82 +7.39 -8.22 Totals : +losses: 8.21 -losses: 8.22 imbalance: -0.01 --------------- = P 9:5 ISii = IS 0 = = = = = = = = = = = = = = = = = = = = = = = = = = = D >>>>>J >>>>>I >>>>>H >>>>>F >>>>>E >>>>>B <<<<<C <<<<<1 <<<<<D +6.87 +5.64 +2.56 +8.22 +2.37 +0.95 -0.30 -0.50 -25.83 Totals : +losses: 26.61 -losses: 26.63 imbalance: -0.02 --------------- L D >>>>>l >>>>>C >>>>>B <<<<<E >>>>>4 <<<<<I <<<<<J <<<<<D +25.83 +0.50 +0.30 -0.95 +2.20 -15.38 -5.64 -6.87 Totals : +losses: 28.83 -losses: 28.84 imbalance: -0.01 ES ES 5 = = = = = = P i 9:5 E =F= ES 11 = ]:osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = D >>>>>J >>>>>2 <<<<<A <<<<<B <<<<<C <<<<<1 <<<<<D +6.87 +28.81 -0.05 -8.99 -0.30 -0.50 -25.83 Totals : +losses: 35.68 -losses: 35.67 imbalance: 0.01 -------------------- 9:0 9:011= = ]:osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0 >>>>>N >>>>>14 >>>>>5 >>>>>Q <<<<<8 <<<<<9 <<<<<10 <<<<<S <<<<<T +0.38 +0.03 +0.07 +0.62 -0.31 -0.12 -0.12 -0.08 -0.16 T <<<<<U <<<<<V <<<<<0 -0.07 -0.09 -0.15 Totals : +losses: 1.10 -losses: 1.10 imbalance: 0.00 So = = = = = = P TO E ion = = TO 0 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = T >>>>>S >>>>>R >>>>>7 >>>>>6 >>>>>5 <<<<<14 <<<<<N >>>>>M <<<<<11 +0.16 +0.00 +0.00 +0.00 +0.00 -0.07 -0.03 +0.50 -0.24 11 <<<<<12 <<<<<13 <<<<<T -0.13 -0.13 -0.08 Totals : +losses: 0.66 -losses: 0.68 imbalance: -0.02 1 So = = = 7 = P 5 TO E T011 = IS 0 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0 >>>>>V >>>>>U >>>>>T >>>>>13 >>>>>12 >>>>>11 >>>>>M <<<<<N <<<<<0 +0.15 +0.09 +0.07 +0.08 +0.13 +0.13 +0.24 -0.50 -0.38 Totals : +losses: 0.89 -losses: 0.88 imbalance: 0.01 Calcs By: RICK TROYER Checked: 6-1-06 Se±':*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Loop Balance Summary Job No:1105-2 Matchplay at La Costa(tJNITS) --------------- L = P fT E ion osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = N >>>>>14 >>>>>5 >>>>>Q >>>>>L <<<M <<<<<N +0.03 +0.07 +0.62 +0.36 -0.57 -0.50 Totals : +losses: 1.08 -losses: 1.07 imbalance: 0.01 -------------- = = P fT 0 E TO = = TO = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = o >>>>>V >>>>>U >>>>>16 >>>>>15 >>>>>14 <<<<<N <<<<<0 +0.15 +0.09 +0.02 +0.06 +0.08 -0.03 -0.38 Totals : +losses: 0.40 -losses: 0.41 imbalance: -0.01 Caics By: RICK TROYER Checked: 6-1-06 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Matchplay at La Costa (UNITS) Job No:,1105-22 6-1-06 System:GARAGE Drawing:2 of 5 Path No:1 Remote to Supply Principal path Feeds Path:2 at PtD Path7 at Pt:L Path:9 at Pt:M Path:10 at PtN Path:11 at Pt:O Feeds Path12 at PtO 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=150) 1 140.0 45.74 45.74 4.20 28.4 37.5 12.61 1.101 91.25 A8CB 27.20 118.45 0.218 25.83 71.56 D D 140.0 71.56 71.56 67.8 105.3 10.70 2.003 21.50 A 13.60 35.10 0.080 2.80 10.63 (24.50 )85.00 L (C=120) L 115.5 85.00 85.00 -43.1 62.2 5.46 2.154 8.00 M 10.00 18.00 0.032 0.57 85.57 N N 115.5 85.57 85.57 -20.8 41.4 3.64 2.154 20.00 M} 13.00 33.00 0.015 0.50 86.07 N N 115.5 86.07 86.07 5.0 46.4 4.07 2.154 10.50 M 10.00 20.50 0.019 0.38 86.45 0 0 115.5 86.45 86.45 58.9 105.3 2.27 4.352 2.00 N 20.00 22.00 0.003 0.06 86.51 Ri RI 115.5 86.61 86.51 105.3 2.27 4.352 10.00 LQU 33.50 43.50 0.003 0.12 4.12 C 9.50 (90.75 R2 (C=140) R2 106.0 90.75 90.75 105.3 2.34 4.280 10.00 2L 26.60 36.60 0.002 0.08 2.60 C 6.00 (93.44 Ui (C=150) Ui 100.0 93.44 93.44 105.3 2.39 4.240 60.00 60.00 0.002 0.12 93.56 U2 (C=140) U2 100.0 93.56 93.56 105.3 2.34 4.280 20.00 4L 53.20 73.20 0.002 0.16 93.72 U3 (C=150) U3 100.0 93.72 93.72 105.3 2.39 4.240 25.00 4L 60.44 85.44 0.002 0.18 93.90 55 SS 100.0 93.90 Path No:2 Grid Line Fed by path No.1 Feeds Path:3 at PtJ I Path:5 at Pt:I I Path:6 at Pt:H 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=150) 1 140.0 45.74 45.74 4.20 28.4 -9.1 3.07 1.101 21.00 2C9 10.58 31.58 0.016 -0.50 45.23 C C 140.0 45.23 45.23 -9.1 3.07 1.101 11.50 B 7.56 19.06 0.016 -0.30 44.93 B B 140.0 44.93 44.93 26.3 17.2 5.77 1.101 11.00 B 7.56 18.56 0.051 0.95 45.87 5 5 140.0 45.87 45.87 10.5 27.7 9.32 1.101 11.50 B 7.56 19.06 0.124 2.37 48.24 F F 140.0 48.24 48.24 -10.6 17.1 5.75 1.101 105.50 AB16C 39.29 144.79 0.051 7.39 55.63 G C 140.0 55.63 55.63 17.1 5.75 1.101 8.50 A 7.56 16.06 0.051 0.82 56.49 H H 140.0 56.49 56.49 10.6 27.7 9.32 1.101 11.50 BC 9.07 20.57 0.124 2.56 59.05 I I 140.0 59.05 59.05 17.2 44.9 15.10 1.101 11.00 B 7.56 18.56 0.304 5.64 64.69 3 J 140.0 64.69 64.69 22.9 67.8 22.78 1.101 3.00 B 7.56 10.56 0.651 6.87 71.56 D D 140.0 71.56 Caics By:RICK TROYER Checked By: Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Matchplay at La Costa(UNITS) Job No:1105-22 6-1-06 System:GARAGE Drawing:2 of 5 Path No:3 Grid Line Fed by path No.2 Feeds Path:4 at Pt:A 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=150) B 140.0 44.93 44.93 -26.3 14.03 0.874 15.25 4CB 10.58 25.83 0.348 -8.99 35.93 A A 140.0 35.93 35.93 24.0 -2.3 1.23 0.874 8.50 B 4.53 13.03 0.004 -0.05 35.88 2 2 140.0 35.88 35.88 4.20 25.2 22.9 12.19 0.874 80.25 15C8 27.20 107.45 0.268 28.81 64.69 J J 140.0 64.69 Path No:4 Grid Line 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=150) 3 140.0 32.69 32.69 4.20 24.0 24.0 12.81 0.874 5.00 A 6.04 11.04 0.294 3.24 35.93 A A 140.0 35.93 Path No:5 Far Main Fed by path No.2 Ref Kiev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. 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=150) K 140.0 45.87 45.87 -10.5 5.62 0.874 23.75 BA 10.58 34.33 0.064 -2.20 43.67 4 4 140.0 43.67 43.67 4.20 27.8 17.2 9.18 0.874 80.25 8C5 16.62 96.87 0.159 15.38 59.05 I I 140.0 59.05 Caics By:RICK TROYER Checked By:_______ Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Matchplay at La Costa(UNITS) Job No:1105-22 6-1-06 System:GARAGE ]Jrawing:2 of 5 Path No:6 Fed by path No.2 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=150) F 140.0 48.24 48.24 10.6 5.65 0.874 104.25 12CB 22.67 126.92 0.065 8.22 56.49 H H 140.0 56.49 Path No:7 Fed by path No.1 Feeds Path:8 at Pt:Q 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( R 115.5 85.98 85.98 -3.1 0.27 2.154 0.50 M 10.00 10.50 0.000 -0.00 85.98 7 7 115.5 85.98 85.98 -3.1 0.27 2.154 14.00 M 10.00 24.00 0.000 -0.00 85.98 6 6 115.5 85.98 85.98 -3.1 0.27 2.154 10.50 N 10.00 20.50 0.000 -0.00 85.97 5 5 115.5 85.97 85.97 -19.5 -22.6 1.99 2.154 91.25 5N2M 35.00 126.25 0.005 -0.62 85.35 Q Q 115.5 85.35 85.35 -20.5 -43.1 3.79 2.154 12.00 M 10.00 22.00 0.016 -0.36 85.00 L L 115.5 85.00 Path No:8 Fad by path No.7 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. )C120) S 140.0 75.35 75.35 -20.5 1.80 2.154 9.00 M 10.00 19.00 0.004 -0.08 10.63 (24.50 )85.91 10 10 115.5 85.91 85.91 -20.5 1.80 2.154 20.00 N 10.00 30.00 0.004 -0.12 85.78 9 9 115.5 85.78 85.78 -20.5 1.80 2.154 20.00 N 10.00 30.00 0.004 -0.12 85.66 8 8 115.5 85.66 85.66 -20.5 1.80 2.154 56.00 3NM 19.00 75.00 0.004 -0.31 85.35 Q 0 115.5 85.35 Caics By:RICK TROYER Checked By: Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Matchplay at La Costa (UNITS) Job Nb:1105-22 6-1-06 System:GAR1GE Drawing:2 of 5 Path No:9 Fed by path NO.1 Ref Kiev. Pressure (psi) K Flow )gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. 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) T 115.5 86.14 86.14 -20.8 1.83 2.154 9.00 M 10.00 19.00 0.004 -0.08 86.06 13 13 115.5 86.06 86.06 -20.8 1.83 2.154 20.00 M 10.00 30.00 0.004 -0.13 85.94 12 12 115.5 85.94 85.94 -20.8 1.83 2.154 20.00 M 10.00 30.00 0.004 -0.13 85.81 11 11 115.5 85.81 85.81 -20.8 1.83 2.154 56.00 C 1.00 57.00 0.004 -0.24 85.57 M N 115.5 85.57 Path No: 10 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 Summery Length Length per.ft Total Psi (ft.) Press Pt. (Cl20) U 115.5 86.21 86.21 -14.5 1.27 2.154 9.00 C 1.00 10.00 0.002 -0.02 86.19 16 16 115.5 86.19 86.19 -14.5 1.27 2.154 20.00 M 10.00 30.00 0.002 -0.06 86.13 15 15 115.5 86.13 86.13 -14.5 1.27 2.154 20.00 M3N 19.00 39.00 0.002 -0.08 86.04 14 14 115.5 86.04 86.04 19.5 5.0 0.44 2.154 56.00 6NN 28.00 84.00 0.000 0.03 86.07 N N 115.5 86.07 Path No: 11 Fed by path No.1 Ref Kiev. Pressure (psi) K Flow )gprn) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. 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) V 115.5 86.30 86.30 58.9 1.27 4.352 103.50 M12N 56.00 159.50 0.001 0.15 86.45 0 0 115.5 86.45 Calcs By:RICK TROYER Checked By: Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Matchplay at La Costa (UNITS) Job No:1105-22 6-1-06 System:GARAGE Drawing:2 of 5 Path No: 12 Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm( Veloc Diam. Actual Fitting Fitting Total Frict.Loss Kiev. 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 l2 0) K 115.5 85.98 85.98 3.1 0.27 2.154 12.50 M 10.00 22.50 0.000 0.00 -10.6 (-24.5 )75.35 S S 140.0 75.35 75.35 20.5 23.6 2.07 2.154 20.00 M 10.00 30.00 0.005 0.16 10.63 (24.50 (86.14 T T 115.5 86.14 86.14 20.8 44.4 1.61 3.356 20.00 M 15.00 35.00 0.002 0.07 86.21 U U 115.5 86.21 86.21 14.5 58.9 2.13 3.356 10.50 N 15.00 25.50 0.003 0.09 86.30 V V 115.5 86.30 86.30 58.9 1.27 4.352 103.50 M12N 56.00 159.50 0.001 0.15 86.45 0 0 115.5 86.45 Caics By:RICK TROYER Checked By: Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 ttIC43 /Fire & Building I Products rapid response HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII (TY2596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (1Y2596) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates at reduced IMPORTANT Always refer to Technical Data Sheet TFP700 for the'INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a tire situation or cause it to operate prematurely. Page 1 of 4 pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (1Y2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (1Y2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction, Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. SprinkleriModel Identification Number SIN TY2596 JANUARY, 2006 Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/ps11/2 (60,5 LPM/barl'2) Temperature Rating: 160F/71C Sprinkler with 135°F/57C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body ..............Brass Cap ..............Bronze Saddle .............Brass Sealing Assembly .......... Beryllium Nickel wl Teflont Soldered Link Halves .....Nick Lever . . . . . . . . . . . . . Bronz, Compression Screw ......Bras Deflector ...........Copper TFP44O Page 2 of 4 TFP440 For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. - TABLE - - NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Minimum Flow ( b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maimum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Greater Than 2 Inch (Greater Than 4 Inch Ft. x Ft. (m) for 12 Inch Run) Rise Up To Rise Up To (m x m) Max. 4 Inch Rise Max. 8 Inch Rise for 12 Inch Run) for 12 Inch Run) 160 Fl71°C 160 Fl71 C 160°FI71 C Sprinkler Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68.1 LPM) 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) - 14 x 14 14 14 GPM (53,0 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM.) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1.27 bar) 18.4 psi (1,27 bar) 18 x 18 18 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) N/A (5,5 x 5,5) (5,5) 22.7 psi (1,57 bar) 22.7 psi (1,57 bar) 20 x 20 20 24 GPM (90,8 LPM) 26 GPM (98,4 LPM) N/A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) 38.3 psi (2,64 bar) - Guide Pin Housing ......Bronze Guide Pins ......Stainless Steel Support Cup ..........Steel Cover Plate ..........Copper Retainer ............Brass Cover Plate Ejection Spring ..... ..Stainless Steel tDuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is- nermally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms-drops down to its operated position. The fusible link of the-Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reachd, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria - The Series LFll (TY2596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for instflation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. - System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers"-,as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature-rating and the maxi- mum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by - the four sprinklers. - -Obstruction to Water Distribution. Locations of sprinklers are to be-in - - accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the - ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the - length of the coverage area (Ref. Ta- ble A) b'eing hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 fc coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation - - The Series LEII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly - during installation can be-avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7. to 14 ft.Ibs. (9,5 to 19,0 Nm). A maxi- SPRINKLER- SUPPORT CLIP ASS EMBL OPERATE SPRINKLE COVER PLATE RETAINE 1/2"(12,7 n 1"(25,4 m TFP44O BODY SEALING (1/2 NPT) J',\ ,_- ASSEMBLY IFA gqmy modo 10— "1 1 Ff.3.]s1I SUPPORT COMPRESSION CUP WITH SCREW ROLL FORMED THREADS LEVER UIDE G PIN SOLDER LINK / H H ELEMENT GUIDE PIN 1/ I HOUSING / DEFLECTOR --- -------- (OPERATED - DEFLECTOR —' POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO RETAINER SUPPORT CUP , WITH THREAD UNTIL MOUNTING ,3 - - DIMPLES SURFACE IS I.0 o - FLUSH WITH - EJECTION CEILING - SPRING SOLDER' COVER PLATE/RETAINER COVER TAB ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Page 3 of 4 mum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W-Type 18 Wrench shown in Fig- ure 2, install and tighten the Sprink- ler/Support Cup Assembly into the fit- - ting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W- TYPE 18 SPRINKLER WRENCH 2-1/2 IA. . 3(63,5 mm) 1/2 (12,7 mm) FACE OF 1I2 / THREADED SPRINKLER NPT- ADJUSTMENT FITTING 3-3/16 DIA. / DISPOSABLE DEFLECTOR IN (81,0 mm) - TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INS TALLA TION DIMENSIONS /PROTECTIVE CAP / ACTI VA TED DEFLECTOR COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 1-15/16i1/4 H (49,2 mm 118 GAP ±6.4 mm) (3,2 mm) I MOUNTING .4/1 R" SURFACE tqC0 /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series EC. 11 & EC. 14 - 11.2 and 140 K-factor Extended Coverage (Light and Ordinary Hazard) Upright, Pendent, and Rec. Pendent Sprinklers General Description The Series EC-11 and EC-14 Ex- tended Coverage Upright and Pendent Sprinklers are decorative glass bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accord- ance with standard installation rules (e.g., NFPA 13) for a maximum cover- age area of 400 ft2 (37,2 m2), as com-pared to the maximum coverage area of 130 ft2 (12,1 M2) for standard cover- age sprinklers used in ordinary haz- ard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. The Series EC-11 and EC-14 Sprin- klers feature a UL and C-UL Listing that permits their use with unob- structed or non-combustible ob- structed ceiling construction as de- fined and permitted by NFPA 13, as well as a specific application listing for use under concrete tees. The Series EC-11 and EC-14 Ex- tended Coverage Sprinklers have been fire tested to compare their per- formance to that of standard coverage spray sprinklers. These tests have shown that the protection provided is equal to or more effective than stand- ard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the 'INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and corn- ponents. Improper handling and in- stallation can permanently damage : a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of B Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be con- sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series EC-11 and EC-14 Ex- tended Coverage Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de-vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. SEPTEMBER, 2004 Model/Sprinkler Identification Number TY5137 - Upright, 11.2K TY5237 - Pendent, 11.21K TY6137 - Upright, 14.0K 1Y6237 - Pendent,14.01K TY5137 is a redesignation for C5137, G1894, and S2510. TY5237 is a redesignation for C5237, G1893, and S2511. TY6137 is a redesignation for C6137, G1896, and S2610. TY6237 is a redesignation for C6237, G1895, and S2611. TFP22O 2 3 4 5 6* CROSS SECTION Page 2 of 8 TFP22O 1 - Frame 2 - Button 3- Sealing Assembly 4 - Bulb Compression Screw Deflector' Temperature rating is indicated on deflector Pipe thread connections per ISO 7/1 can be provided on special request. WRENCH 3/4" ** ESCUTCHEON PLATE FLAT NPT SEATING SURFACE 2-7116" M (61,9 mm) UPRIGHT & PENDENT (42,7 mm 1/2(12,7mm) NOMINAL MAKE-IN UPRIGHT PENDENT FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED CO VERA GE SPRINKLERS 11.2 K-FACTOR (TV5137) UPRIGHT AND (TY5237) PENDENT 14.0 K-FACTOR (TY6137) UPRIGHT AND (TY6237) PENDENT SPRINKLER FINISH (See Note 5) HAZARD TYPE TEMP. BULB NATURAL I CHROME WHITES LEAD BRASS PLATED I LIQUID POLYESTER COATED 135°F/57°C Orange LIGHT UPRIGHT K=11.2 (1Y5137) PENDENT 1,2,3*,4 155°F/68°C Red 175°F/79C Yellow - Refer to Table B for - - UL and C-UL K=11.2(TY5237) K=14.0 (TY6237) - 1,2,4 - - - 1,24 200°F/93°C Green 286*F/1410C Blue - 135°F/57°C Orange Sensitivity Rating - and Refer to Table C for FM nEC. PENDENT K=1 1.2 (TY5237) K=14.0 (TY6237) 1, 2, 3, 4 N/A 155°F/68°C Red 1q5°F,79°C Yellow Sensitivity Rating - With Style 30 Escutcheon 1,2,4 200°F/93C Green 286°F/141°C Blue UPRIGHT 135°F/570C Orange ORDINARY - - K=11.2 (TY5137) K=1 4.0 (TY6137) and 1,23,4 1,2,3.4 155F/68°C Red 175°F/79°C Yellow Refer to Table B for UL and C-UL - - Sensitivity Rating PENDENT - K=11.2 (TY5237) K=14.0(TY6237) - - 1, 2, 4 200F/93C Green 286°F/141C Blue REC. PENDENT 135°F/57°C Orange _and Refer to Table C for FM Sensitivity Rating K=1 1.2 (TY5237) K=14.0 (TY6237) With Style 40 - 1, 2, 4 - N/A 155°F/68°C Red 175F,79C Yellow - Escutcheon - Green 200°F/93°C - NoiS: 1.1-isted by Underwriters Laboratories, Inc. (UL). - 2.1-isted by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by Factory Mutual Research Corporation (FM). Approved by the City of New York under MEA 177-03-E. - Where Polyester Coamd or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the s p r i n k l e r s a r e U L a n d C - U L L i s t e d a s Corrosion Resistant Sprinklers. Frame and Deflector only. Listings and approvals apply to color (Special Order). Pendent Only. N/A: Not Available - - TABLE A, LABORATORY LISTINGS AND APPROVALS TFP220 Page 3 of 8 LIGHT HAZARD 135°F 155°F 175°F 200°F 286°F ORDINARY HAZARD 135°F 155°F 175°F 200°F 286°F SR SR SR N/A SR N/A SR SR SR N/A SR N/A SR SR SR N/A SR N/A SR SR SR -N/A SR N/A - LIGHTHAZARD - ORDINARY HAZARD 135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F - AREA STYLE 14x14 Up. orPend. - - - - - SR SR SR SR SR 14 x 14 Style 30 Recessed - - -• - - - N/A N/ N/A N/A N/A 14 x 14 Style 40 Recessed - - - - - N/A N/A N/A N/A N/A 16x16 Up. orPend. OR' QR N/A N/A N/A SR SR SR SR SR 16 x 16 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A 16 x 16 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 18x18 Up. orPend. OR OR* N/A WA N/A SR SR SR SR SR 18x18 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A 18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A NA N/A N/A N/A N/A 20x20 Up. orPend. OR' QR N/A - N/A N/A SR SR SR SR SR 20 x 20 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A 20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A - OR: Quick Response SR: Standard Response N/A: Not Applicable - Pendent Only TABLE C - SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-li OR EC-14 SPRINKLERS (SEE FM LOSS PREVENTION DATA SHEET 28N FOR PERMITTED K-FA CTOR/AREA COMBINATIONS) Page 4 of 8 TFP22O Technical Data Approvals UL and C-UL Listed. FM Approved. (Refer to Table A for complete approval information including corrosion resis- tant status. The approvals apply to the service conditions indicated in the De- sign Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 GPM/ps1112 (161,3 LPM/bar112) K = 14.0 GPM/ps1112 (201,6 LPM/bar112) Temperature Ratings 135°F/57"C to 286°F/141°C Finish Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame .............Bronze Button .............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflonf Bulb ........Glass (3 mm dia.) Compression Screw ......... ......Bronze Deflector ............Brass Patents U.S.A. Patent Numbers 5,366,022; 5,579,846; 5,584,344; 5,609,211; 5,862,994; and 5,865,256. Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprin- kler to activate and flow water. Design Criteria The Series EC-11 and EC-14 Ex- tended Coverage Sprinklers must only be installed in accordance with the ap- plicable UL and C-UL Listing or FM Approval requirements as indicated below. Only the Style 30 or 40 Re- cessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C). UL and C-UL Listing Requirements The Series EC-1 1 and EC-1 4 Sprin- klers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and hazard group for all of the sprinklers in the design area. The Series EC-1 1 and EC-14 Sprin- klers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13. For example: Unobstructed, combustible or non-- combustible, ceiling construction with a deflector to ceiling/roof deck distance of 1 t 12 inches (25 to 300 mm). Obstructed, non-combustible, ceil- ing construction with a deflector lo- cation below structural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). The Series EC-1 1 and EC-14 Sprin- klers having been specifically tested and listed for non-combustible ob- structed construction are permitted to be used within trusses or bar joists having non-combustible web mem- bers greater than 1 inch (25.4 mm) when applying the 4 times obstruc- tion criteria rule defined under "Ob- structions to Sprinkler Discharge Pattern Development". The minimum allowable spacing be- tween the Series EC-li and EC-14 Sprinklers, to prevent cold solder- ing, is 8 feet (2,4 m) for upright sprin- klers and 9 feet (2,7 m) for pendent sprinklers. The Series EC-1 1 and EC-14 Sprin- klers are to be installed in accord- ance with all other requirements of NFPA 13 for extended coverage up- right and pendent sprinklers. Forex- ample: obstructions to sprinkler dis- charge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard, clearance to stor- age, etc. UL and C-UL Specific Application Listing Requirements For Installation Under Concrete Tees The Series EC-11 and EC-14 Ex- tended Coverage Upright and Pendent Sprinklers (TY5137,TY5237, TY6137 & TY6237) have a UL and C-UL Spe- cific Application Listing for use under concrete tees when installed as fol- lows: The stems of the concrete tee con- struction must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m); however, where the concrete tee length ex- ceeds 32 feet (9,8 m), non-combus- tible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. 2. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (251,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler dis- charge criteria requirements of NFPA 13 for extended coverage up- right sprinklers applies. FM Approval Requirements The Series EC-ii and EC-14 Ex- tended Coverage Sprinklers are to be installed in accordance with the appli- cable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non-storage and/or non-flam- mable or combustible liquid) occupan- cies. Information provided in the FM Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spac- ing, and deflector-to ceiling distance. These criteria may differ from UL and/or NFPA criteria, therefore the de- signer should review and become fa- miliar with Factory Mutual require- ments before proceeding with design. Page 4 of 8 TFP220 Technical Data Approvals UL and C-UL Listed. FM Approved. (Refer to Table A for complete approval information including corrosion resis- tant status. The approvals apply to the service conditions indicated in the De- sign Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 GPM/ps1112 (161,3 LPM/bar1l2) K = 14.0 GPM/psi112 (201,6 LPM/bar112) Temperature Ratings 135°F/57°C to 286°F/141°C Finish Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame .............Bronze Button .............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ........Glass (3 mm dia.) Compression Screw ......... ....Bronze Deflector ............Brass Patents U.S.A. Patent Numbers 5,366,022; 5,579,846; 5,584344; 5,609,211; 5,862,994; and 5,865,256. Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprin- kler to activate and flow water. Design Criteria The Series EC-11 and EC-14 Ex- tended Coverage Sprinklers must only be installed in accordance with the ap- plicable UL and C-UL Listing or FM Approval requirements as indicated below. Only the Style 30 or 40 Re- cessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C). UL and C-UL Listing Requirements The Series EC-1 1 and EC-1 4 Sprin- klers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and hazard group for all of the sprinklers in the design area. The Series EC-1 1 and EC-14 Sprin- klers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13. For example: Unobstructed, combustible or non-- combustible, ceiling construction with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, non-combustible, ceil- ing construction with a deflector lo- cation below structural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). The Series EC-1 1 and EC-1 4 Sprin- klers having been specifically tested and listed for non-combustible ob- structed construction are permitted to be used within trusses or bar joists having non-combustible web mem- bers greater than 1 inch (25.4 mm) when applying the 4 times obstruc- tion criteria rule defined under "Ob- structions to Sprinkler Discharge Pattern Development. 4. The minimum allowable spacing be- tween the Series EC-1 1 and EC-1 4 Sprinklers, to prevent cold solder- ing, is 8 feet (2,4 m) for upright sprin- klers and 9 feet (27 m) for pendent sprinklers. The Series EC-1 1 and EC-14 Sprin- klers are to be installed in accord- ance with all other requirements of NFPA 13 for extended coverage up- right and pendent sprinklers. For ex- ample: obstructions to sprinkler di charge, obstructions to sprinklE pattern development, obstruction- to prevent sprinkler discharge from reaching hazard, clearance to stor- age, etc. UL and C-UL Specific Application Listing Requirements For Installation Under Concrete Tees The Series EC-11 and EC-14 Ex- tended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 & TY6237) have a UL and C-UL Spe- cific Application Listing for use under concrete tees when installed as fol- lows: The stems of the concrete tee con- struction must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m); however, where the concrete tee length ex- ceeds 32 feet (9,8 rn) non-combus- tible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. The sprinkler deflectors are to b located in a horizontal plane at above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (251,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler dis- charge criteria requirements of NFPA 13 for extended coverage up- right sprinklers applies. FM Approval Requirements The Series EC-11 and EC-14 Ex- tended Coverage Sprinklers are to be installed in accordance with the appli- cable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non-storage and/or non-flam- mable or combustible liquid) occupan- cies. Information provided in the FM Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spac- ing, and deflector-to ceiling distance. These criteria may differ from UL and/or NFPA criteria, therefore the dr signer should review and become f miliar with Factory Mutual requirE ments before proceeding with design. TFP22O 2-7/8 DIA. - 1/2±1/8 (73,0 mm) 1/2' (12,7 mm) (12,7±3,2 mm) _ 2-1/4" DIA. 1/4(6,4mm) FACE OF (57,2 mm) SPRINKLER .7) 1/8" FITTING i_ (3,2 mm) MOUNTING 1 I\ MOUMOUNTINGSURFACE PLATE CLOSURE / ii _J. .. -- 1-3/8' (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 SERIES EC-li AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. p 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4' (6,4 mm) FACE OF (57,2 mm) SPRINKLER 1/8" FITTING (3,2 mm) _ g MOUNTING MOUNTING SURFACE//I _ PLATE CLOSURE 1-3/8" (34,9 mm) 7/8" (22,2 mm) FIGURE 3 SERIES EC-il AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH 7W0-PIECE 3/4 INCH TOTAL ADJUSTMENT H STYLE 40 RECESSED ESCUTCHEON Page 5 of 8 "FITTING SIDE" TOWARDS SPRINKLER FITTING / WRENCH RECESS FIGURE 4 W-TYPE 3 SPRINKLER WRENCH WRENCH - RECESS - WRENCH HEX FIGURE 5 W-TYPE 22 RECESSED SPRINKLER WRENCH Page 6 of 8 TFP22O GROUP I ORDINARY HAZARD 0.15 GPM/FT2 GPM PSI 30 7.2 39 12.1 49 19.1 60 28.7 30 7.2 39 12.1 49 19.1 60 28.7 39 7.8 49 12.3 60 184 39 78 49 12.3 60 18.4 GROUP II ORDINARY HAZARD 0.20 GPM/FT2 GPM PSI 39 12.1 51 20.7 65 33.7 80 51.0 39 12.1 51 20.7 65 33.7 80 - 51.0 51 13.3 65 21.6 80 32.7 51 13.3 65 21.6 80 32.7 LIGHT HAZARD 0.10 GPM/FT2 DESCRIPTION AREA GPM PSI TY5137 (K=11.2) UPRIGHT 14 x 14 16 x 16 30 7.2 18 x 18 33 8.7 20 x 20 40 12.8 TY5237 (K=11.2) PENDENT 14 x 14 16x 16 30 7.2 18 x 18 33 8.7 20 x 20 40 12.8 TY6137 (K=14.0) UPRIGHT 14 x 14 N/A N/A 16 x 16 N/A N/A 18 x 18 N/A N/A 20 x 20 N/A N/A TY6237 (K=14.0) PENDENT 14 x 14 16 x 16 37 7.0 18 x 18 37 7.0 20 x 20 40 8.2 l ft. =0.3048m - 1ft2 = 0.093 m2 1 gprn = 3.785 lm 1 psi = 0.06895 bar 1 gpm/ft2 = 40.74 mm/mm - TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-1 1-AND EC-14 SPRINKLERS Step 1. The sprinkler must be installed Installation with the deflector parallel to the mount- ing surface. Pendent sprinklers must The Series EC-11 and EC-14 Sprin- be installed in the pendent position, klers must be installed in accordance and upright sprinklers must be in- with the following instructions: stalled in the upright position. NOTES Step 2. After installing the Style 30 or Do not install any bulb type sprinkler if 40 mounting plate (or other escutch- the bulb.-is cracked or there is loss of eon, as applicable) over the sprinkler liquid from the bulb. With the sprinkler pipe threads and with pipe thread held horizontally, a small air bubble sealant applied to the pipe threads, should be present. The diameter of the hand tighten the sprinkler into the air bubble is approximately 1/16 inch sprinkler fitting. (1,6 mm) for the 135°F/57C to 3/32 Step 3. Wrench tighten upright or,pen- inch (2,4 mm) for the 286°F/141 0C dent sprinklers using only the W-Type temperature ratings. 3 (End A) Sprinkler Wrench. Wrench A leak tight 3/4 inch NPTsprinkler joint tighten the recessed pendent sprin- shoWd be obtained with a torque of 10 klers using only the W-Type 22 Sprin- to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- kier Wrench. The wrench recess of the mum of 30 ft.lbs. (40.7 Nm) of torque applicable sprinkler wrench (Ref. Fig- is to be Used to install sprinklers. - ure 4 and 5) is to be applied to the Higher levels of torque may distort the sprinkler wrench flats (Ref. Figure 1). sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- - - sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. TFP22O Page 7 of 8 Care and Maintenance The Series EC-11 and EC-14 Sprin- klers must be maintained and serviced in accordance with the following in- structions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush- Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been instaUed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for It, any other obligation in connection with the sale of products or parts of products. Tyco Fire Prodti--shalLnot be responsible for sprini system design errors or inaccuratE incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OP WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. 74:zfl TFP22O Page 8 of 8 Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (specify SIN), (specify K-Fac- tor), (specify temperature rating), (specify Pendent or Upright) Extended Coverage Sprinkler with (specify fin- ish), P/N (specify - from Table E, where applicable). Recessed Escutcheon: Specify: Style (specify 30 or 40) Re- cessed Escutcheon with (specify fin- ish), P/N (specify). Style 30 Recessed Escutcheon Chrome Plated .......... ..PSN 56-705.9-011 White Color Coated ........PSN 56-705-4-011 White (RAL9010)' .........PSN 56-705-3-011 Brass Plated ......... ..... PSN 56-705-2-011 Style 40 Recessed Escutcheon Chrome Plated ............PSN 56.700-9-010 White Color Coated ........PSN 56-700-4-010 White (RAL9010)' .........PSN 56-700-3-010 Brass Plated ........... ...PSN 56-700-2-010 Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1 -001 Specify: W-Type 22 Recessed Sprin- kler Wrench, P/N 56-665-7-001 P/N 51 - AAA - B -CCC AAA = 893 (for TY5237 K1 1.2 Pendent) AAA = 894 (for TY5137 K11.2 Upright) AAA = 895 (for TY6237 K14.0 Pendent) AM = 896 (for TY6137 K14.0 Upright) B = 1 (for Natural Brass) B = 3 (for White [RAL90101)* B = 4 (for White Polyester) B = 7 (for Lead Coated B = 9 (for Chrome Plated) CCC = 135 (for 1350F/57°C) CCC = 155 (for 155°F/68°C) CCC = 175 (for 175°F/790C) CCC = 200 (for 200°F/930C) Eastern Hemisphere sales only. TABLE PART NUMBERS FOR EC-1 1 AND EC-14 SPRINKLERS TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqC0 /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRL - 28, 56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRL, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers described in this data sheet are quick response - standard coverage, solder type spray sprinklers designed for use in light and ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, schools, hospitals, etc. The recessed version of the 2.8 and 5.6 K-factor, Series TY-FRL Pendent Sprinkler, where applicable, is in- tended for use in areas with a finished ceiling. It uses a two-piece Style 20 (1/2 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut An intermediate level version of the 5.6 and 8.0 K-factor, Series TY-FRL Pen- dent Sprinkler can be obtained by util- izing the Series TY-FRL Pendent Sprinkler in combination with the Model S4 Shield. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. WARNINGS The Series TY-FRL Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1121 - Upright 2.81K, 1/2NPT TY1221 - Pendent 2.8K, 112"NPT TY3121 Upright 5.61K, 1/2'NPT TY3221 - Pendent 5.6K, 1/2"NPT TY4121 - Upright 8.0K, 3/4"NPT TY4221 - Pendent 8.0K, 3/4'NPT TY1121 is a redesignation for S1879 and G8973. TY1221 is a redesignation for S1880 and G8971. TY3121 is a redesignation for S1864 and G8974. TY3221 is a redesignation for S1865 and 38972. TY4121 is a redesignation for S1866 and G8174. TY4221 is a redesignation for S1867 and G8172. Page 1 of 6 JULY, 2004 TFPI3O Page 2 of 6 TFPI3O ESCUTCHEON PLATE SEATING SURFACE STYLE 20 RECESSED 9 ESCUTCHEON ENCH NGES 6 5 WRENCH 1/2".. AREA NPT 2-11/16" mm) (68, 2-11/16 j\ \ 7/16" (68,3 mm) I (11,1 mm) ) 3 I NOMINAL 2" MAKE-IN (50,8 mm) DEFLECTOR* PENDENT 1 - Frame 3 - Deflector 5 - Link Assembly 7 - Button 2 - Strut 4- Hook 6 - Ejection 8- Seal Spring 9 - Bushing DEFLECTOR* UPRIGH1 I I H— 2-7/8" (73,0 mm) DIA. —H RECESSED PENDENT CROSS SECTION * Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TY1121) AND PENDENT(TY1221) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE STYLE 20 RECESSED ESCUTCHEON WRENCH 1/2 ** AREA NPT 2-11/16" (68,3 mm) 2-11/16' 7/16" ); I (11,1 mm) (68,3 mm) NOMINAL 2' MAKE-IN (50,8 mm) I PENDENT DEFLECTOR* UPRIGH1 8 7 2 4 3 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION 1 - Frame 3 - Deflector 5 - Link Assembly 7 - Button 2 - Strut 4- Hook 6 - Ejection 8 - Seal Spring * Temperature rating is indicated on deflector. **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FAL UPRIGHT (TV3121) AND PENDENT (TY3221) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT DEFLECTOR WRENCH 3/4' ** CEILING PLATE AREA NPT SEATING SURFACE 2-13/16' (71A MM) 1/2 I (12,7 mm) NOMINAL / MAKE-IN "I ijcrt.cCTOR UPRIGHT PENDENT CROSS SECTION TFPI3O Page 3 of 6 1 - Frame 3 - Deflector 5 - Link Assembly 7 - Button * Temperature rating is indicated on deflector. 2 - Strut 4 - Hook 6- Ejection 8- Seal ** Pipe thread connections per ISO 7/1 can be provided on - Spring special request. - FIGURE 3 QUICK RESPONSE SERIES TY-FRL UPRIGHr(TY4 121) AND PENDENT (TY4221) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Technical Data Approvals - UL and C-UL Listed. - FM; NYC, and LPCB Approved, (Refer to Table A for complet6i approval information including corrosion rests- tant status.) Maximum Working Pressure - 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/ps1112 (40,3 LPM/bar112) K = 5.6 GPM/psi1/2 (80,6 LPM/bar112) K = 8.0 GPM/psil/2 (115,2 LPM/bar112) - Temperature Ratings Refer to Table A Finishes - Sprinkler: Refer to Table A - Recessed-Escutctieon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ..............Bronze Strut - . . . . . . . . . . . . . Monel Deflector ...........Bronze - Hook ... ... .........Monel Link Assembly .........Nickel Ejection Spring . . . . . . . . Inconel Button— ............Bronze Seal . . . . . . . . . . . . . . Teflont Bushing (2.8K only .....- . Brass - t DuPont Registered Trademark Operation The fusible link (heat collector) assem- bly is comprised of two halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to operate. Design Criteria The Series TY-FRL Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre vention Data Sheets). Only the Style 20 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation - - The Series TY-FRL Sprinklers must be installed in accordance with the follow- ng instructions: - . - - NOTES A leak tight 1/2 inch NPTsprinklerjoifit should be obtained-with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum 0121 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler Readjust the position of the sprinkler fitting to suit. - The Series TY-FRL Pendent and Up- right Sprinkleis must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be - installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. - Page 4of6 SPRINKLER FINISH K TYPE TEMP. RATING FRAME COLOR CODE NATURAL BRASS I CHROME I PLATED I 2.8 1/2' NPT PENDENT (TY1221) 165°F/74°C Unpainted 1,2,5 2121F/1 001C White UPRIGHT (1Y1121) 165°F174°C Unpainted 212°F/100°C White RECESSED PENDENT (1Y1221 wi Style 20) 1650F/741C Unpainted 212°F/1 00°C White SPRINKLER FINISH K TYPE TEMP. RATING FRAME COLOR CODE NATURAL BRASS CHROME I PLATED I PENDENT (TY3221) 165°F174°C Unpainted 1, 2, 3, 4, 5 212°F/1000C White 1,2,3,5 5.6 112 NPT UPRIGHT (TY3121) 165°F/74°C Unpainted 1,2,3,4,5 212°F/100°C White 1,2, 3,5 RECESSED PENDENT (TY3221 W/ Style 20) 165°F/74°C Unpainted - 1, 2, 5 212°F/1 00°C I White TFPI3O Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 9 Sprinkler Wrench (Ref. Figure 6). With reference to Figures 1 2, and 3, the W-Type 9 Sprinkler Wrench is to be applied to the wrench area. The Series TV-FRL Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 20 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 12 Recessed Sprinkler Wrench (Ref. Figure 7). With reference tQ Figure 1, or 2, the W-Type 12 Recessed Sprin- kler Wrench is to be applied to the sprinkler wrenching flanges. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series TY-FRL Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. SPRINKLER FINISH K TYPE TEMP. RATING FRAME COLOR CODE NATURAL BRASS i CHROME I PLATED 8.0 3/4" NPT PENDENT (TY4221) 165°F174°C Unpainted 1,2,3,5 212°F/100°C White UPRIGHT (TY4121) 1650F/740C Unpainted 217F/100°C White NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. - Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/03) as Quick Response Sprinklers. Approved by the City of New York under MEAl 12-04-E. N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS WRENCH RECESS Page 5 of 6 TFPI 30 1/2±1/8 L 2-7/8" DIA. ... 1/2 (12,7mm) (12,7±3,2 mm) (73,0 mm) 1/4" (6,4 mm) FACE OF 2-1/4 DIA. MOUNTING SPRINKLER (57,2 mm) PLATE FITTING (312 mm) MOUNTING / SURFACE / 1-3/4" (44,5 mm) / 1-1/2 (38,1 mm) CLOSURE TY-FRL FIGURE 4 SERIES TY-FRL (TY1221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 1/2±1/8 • 2-7/8' DIA. 1/2" (12,7 mm) r (12,7±3,2 mm) (73,0 mm) 1/4" (6,4 mm) FACE OF SPRINKLER 2-1/4" DIA. MOUNTING ' (57,2 mm) PLATE __- FITTING 1/8' t \ MOUNTING SURFACE CLOSURE TY-FRL 11111) rl-1/2" 3/4'(44,5 mm) (38,1 mm) PUSH WRENCH UP TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 12 RECESSED SPRINKLER WRENCH FIGURE 5 SERIES TY-FRL (TY3221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT Care and Maintenance The Series TY-FRL Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national - codes. IPERATUR RATING I 165 I 165°F/74°C 212 I 212°F/100°C MODEL/SIN 973 2.8K UPRIGHT (1/2NPT) TY1121 981 2.8K PENDENT (1/2"NPT) TY1221 974 5.61K UPRIGHT (1/2"NPT) 1Y3121 982 5.6K PENDENT (1/2'NPT) TY3221 174 8.0K UPRIGHT (314"NPT) TY4121 172 8.0K PENDENT (3/4"NPT) TY4221 Page 6 of 6 TFPI3O P/N 58-XXX-X-XXX TABLE B PART NUMBER SELECTION SERIES TV-FRL PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRL (specify Pendent or Upright) Sprinkler with (specify type of finish), P/N (spec- ify from Table B). Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify finish), PIN (specify). 1/2' (15 mm) Style 20 Chrome Plated .........P/N 56-705-9-010 1/2 (15 mm) Style 20 White Color Coated ................P/N 56-705-4-010 1/2 (15 mm) Style 20 Brass Plated ...........P/N 56-705-2-010 Sprinkler Wrench: Specify: W-Type 9 Sprinkler Wrench, P/N 56-000-1-849. Specify: W-Type 12 Sprinkler Wrench, P/N 56-798-1 -001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue. Lansdale, Pennsylvania 19446 -------------------------------------------------------------------------------- OF HYDRAULIC CALCULATIONS FOR MATCHPLAY 2ND FLOOR CALC 2523 NAVARRA DR CARLSBAD CA 92009 -------------------------------------------------------------------------------- UE5f ñ5 t E e = = = = = = = = = = = = = = = = = = = = = = = CORNERSTONE FIRE PROTECTION.IN 9260 ISSAC STREET SUITE C SANTEE CA 92071 -------------------------------------------------------------- - - - - - - - - - - - - - - - - - - De.ign Specifications Water Supply Information System Demand Denity : 0.050 118.00 psi @ 0.00 gpm 53.26 psi Design Area: 684.00 116.00 psi © 1075.00 gpm @ 42.5 gpm TQta1 Demaiid: 42.5 om @ 53 26 osi system satety ract: b4.I3 ps1 Notes: APPROVE , UBM!TTED CARL SBA FL DEPARTM' NT List of Fitting Abbreviations Example: "E2TC" = one CPVC COUP , two BUTTERFLY , and one CPVC T RUN Code:Description Code:Description Code:Description Code:Description A : CPVC 90 H : COPPER TR 0 : STEEL45 V : PVC 90 B : CPVC BUT I : COPPER 45 P : STEEL COUP W : PVC T C : CPVC T RUN J : COP COUP. Q : FLOW SWITC X : PVC 45 D : CPVC 45 K : COPPER CHK R : COP GATE Y E : CPVC COUP L : STEEL 90 S : STEEL GATE Z F : COPPER 90 M : STEEL BHT T : BUTTERFLY G : COPPER BUT N : STEEL TRUN U : CHECK VLV Caics By: JP Checked: 4-13-2007 Page: 1 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 CALCULATION DESIGN INFORMATION AREA 2ND FLOOR CALC OCCUPANCY COMMERCIAL HAZARD COMMERCIAL DENSITY 0.05 AREA of OPERATION 2 HEAD CALC AREA per HEAD 648 SQ. FT. DOMESTIC ALLOWANCE 5 GPM ADDED INSIDE 0 OUTSIDE 0 SYSTEM DEMAND INFORMATION PSI AT SOURCE 118 REQUIRED 10% SAFETY -11.8 RPDA/ BACKFLOW DEVICE -5 ADJUSTED AVAILABLE PSI 101.2 PSI REQUIRED -53.26 ADDITIONAL SAFETY 47.94 GPM AVAILABLE 1075 GPM REQUIRED 42.5 Summary of Sprinkler and Hose Flows Jo No:1105-2 MATCHPLAY 2ND FLOOR CALC Design density: .05 Supplied flow and pressure is based on 53.26 psi available at supply 117.99 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 1 18.39 18.39 4.20 18.0 18.0 0.0% 1 2 21.60 21.60 4.20 19.5 18.0 8.301 2 Ui 52.75 52.75 0.00 5.0 5.0 0.0% Ui Caics By: JP Checked: 4-13-2007 Page: 2 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 • Flow and Pressure Summary Job No:1105-22 MATCHPLY 2ND FLOOR CLC 1ev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S C A L C U L A T I 0 N S Velocity :t. poIN'r gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 127.00 1 << 18.0 <c 18.39 0.90 0.00 19.29 A 127.00 8.50 A 7.56 16.06 0.056 1.101 150 18.0 6.1 109.00 10 >> 4.1 >> 49.16 -0.01 0.00 49.16 9 109.00 14.00 M 10.00 24.00 0.000 2.067 120 4.1 0.4 109.00 10 << 4.1 << 49.16 0.00 0.00 49.16 Si 109.00 1.00 M 10.00 11.00 0.000 2.067 120 4.1 0.4 109.00 11 << 2.7 << 49.17 0.00 0.00 49.17 12 109.00 20.00 M 10.00 30.00 0.000 2.067 120 2.7 0.3 109.00 11 >> 2.7 >> 49.17 -0.01 0.00 49.16 M 109.00 69.50 M3N 19.00 88.50 0.000 2.067 120 2.7 0.3 109.00 12 << 2.7 << 49.17 0.00 0.00 49.17 13 109.00 14.00 M 10.00 24.00 0.000 2.067 120 2.7 0.3 109.00 13 << 2.7 << 49.17 0.00 0.00 49.17 Ti 109.00 0.50 N 10.00 10.50 0.000 2.067 120 2.7 0.3 127.00 1A << 16.1 << 22.15 1.04 0.00 23.20 2A 127.00 7.75 2B 15.11 22.86 0.046 1.101 150 16.1 5.4 127.00 1A >> 18.0 >> 22.15 -2.86 0.00 19.29 A 127.00 13.25 3A2B 37.78 51.03 0.056 1.101 150 18.0 6.1 127.00 1A << 1.9 << 22.15 0.02 0.00 22.17 B 127.00 5.50 2BC 16.62 22.12 0.001 1.101 150 1.9 0.6 127.00 2 << 19.5 << 21.60 0.59 0.00 22.19 B 127.00 1.50 A 7.56 9.06 0.065 1.101 150 19.5 6.6 127.00 2A <c 16.1 << 23.20 0.72 0.00 23.92 3A 127.00 21.00 A2BC 28.71 49.71 0.014 1.394 150 16.1 3.4 127.00 3A << 16.1 << 23.92 1.12 0.00 25.04 4A 127.00 8.00 2BC 16.62 24.62 0.046 1.101 150 16.1 5.4 127.00 4A << 16.1 << 25.04 3.54 0.00 28.58 5A 127.00 29.25 2A432C 48.35 77.60 0.046 1.101 150 16.1 5.4 109.005 << 3.5<< 49.15 0.00 0.00 49.166 109.00 11.00 LM 15.00 26.00 0.000 2.067 120 3.5 0.3 109.00 5 >> 3.5 >> 49.15 -0.02 0.00 49.13 R3 109.00 82.00 2M3N 29.00 111.00 0.000 2.067 120 3.5 0.3 127.00 SA << 8.5 << 28.58 0.35 0.00 28.93 815 127.00 8.00 2BC 16.62 24.62 0.014 1.101 150 8.5 2.9 127.00 SA << 7.6 << 28.58 0.18 0.00 28.77 818 127.00 8.75 B 7.56 16.31 0.011 1.101 150 7.6 2.5 109.00 6 << 3.5 <c 49.16 0.01 0.00 49.16 7 109.00 14.00 LM 15.00 29.00 0.000 2.067 120 3.5 0.3 127.00 6A << 19.6 << 29.84 4.18 0.00 34.02 7A 127.00 29.00 2A2B3C 34.75 63.75 0.066 1.101 150 19.6 6.6 12700 6A >> 10.6 >> 29.84 -0.49 0.00 29.35 814 127.00 8.25 5CB 15.11 23.36 0.021 1.101 150 10.6 3.6 127.00 6A >> 9.0 >> 29.84 -0.23 0.00 29.61 B19 127.00 8.75 4C 6.04 14.79 0.015 1.101 150 9.0 3.0 109.00 7 << 3.5 << 49.16 0.00 0.00 49.16 R 109.00 0.50 LM 15.00 15.50 0.000 2.067 120 3.5 0.3 127.00 7A c< 19.6 << 34.02 1.61 0.00 35.63 8A 127.00 8.00 2BC 16.62 24.62 0.066 1.101 150 19.6 6.6 109.00 8 << 4.1 << 49.15 0.01 0.00 49.16 9 109.00 20.00 N 3.00 23.00 0.000 2.067 120 4.1 0.4 109.00 8 >> 4.1 >> 49.15 -0.02 0.00 49.13 R4 109.00 69.50 4N 12.00 81.50 0.000 2.067 120 4.1 0.4 127.00 8A << 19.6 << 35.63 2.15 0.00 37.78 Cl 127.00 16.25 2BC 16.62 32.87 0.066 1.101 150 19.6 6.6 127.00 B << 1.9 << 22.17 0.02 0.00 22.19 B 127.00 7.25 AB 15.11 22.36 0.001 1.101 150 1.9 0.6 127.00 Bi << 21.4 << 25.19 1.71 0.00 26.90 B2 127.00 5.50 ABC 16.62 22.12 0.077 1.101 150 21.4 7.2 127.00 B1 >> 21.4 >> 25.19 -3.00 0.00 22.19 E 127.00 19.25 2B3C 19.64 38.89 0.077 1.101 150 21.4 7.2 127.00 B12 << 15.1 << 28.69 0.72 0.00 29.40 313 127.00 10.25 8 7.56 17.81 0.040 1.101 150 15.1 5.1 127.00 B12 << 6.4 << 28.69 0.24 0.00 28.93 B15 127.00 19.00 7C 10.58 29.58 0.008 1.101 150 6.4 2.1 127.00 B12 >> 21.4 >> 28.69 -1.78 0.00 26.90 82 127.00 8.00 2B 15.11 23.11 0.077 1.101 150 21.4 7.2 127.00 B13 >> 2.9 ,> 29.40 -0.06 0.00 29.35 814 127.00 19.00 7C 10.58 29.58 0.002 1.101 150 2.9 1.0 127.00 813 << 17.9 << 29.40 1.29 0.00 30.69 B3 127.00 8.00 2B 15.11 23.11 0.056 1.101 150 17.9 6.0 127.00 B14 >> 11.8 >> 29.35 -0.42 0.00 28.93 B15 127.00 10.25 4C 6.04 16.29 0.026 1.101 150 11.8 4.0 127.00B14 >> 1.7>> 29.35 -0.01 0.00 29.34816 127.00 8.754C 6.04 14.79 0.001 1.101 150 1.7 0.6 127.00 B15 << 3.1 << 28.93 0.03 0.00 28.96 B17 127.00 8.75 4C 6.04 14.79 0.002 1.101 150 3.1 1.0 127.00 816 >> 10.6 ,> 29.34 -0.38 0.00 28.96 B17 127.00 10.25 B 7.56 17.81 0.021 1.101 150 10.6 3.6 127.00 B16 << 9.0 <c 29.34 0.27 0.00 29.61 819 127.00 8.25 BC 9.07 17.32 0.015 1.101 150 9.0 3.0 127.00 817 >> 7.6 >> 28,96 -0.19 0.00 28.77 B18 127.00 8.00 BC 9.07 17.07 0.011 1.101 150 7.6 2.5 127.00 B3 << 17.9 << 30.69 1.24 0.00 31.94 84 127.00 5.75 28C 16.62 22.37 0.056 1.101 150 17.9 6.0 127.00 84 << 17.9 << 31.94 2.65 0.00 34.60 85 127.00 25.00 AB5C 22.67 47.67 0.056 1.101 150 17.9 6.0 127.00 B5 << 17.9 << 34.60 1.23 0.00 35.83 B6 127.00 5.50 ABC 16.62 22.12 0.056 1.101 150 17.9 6.0 127.00 86 << 17.9 << 35.83 1.29 0.00 37.11 C 127.00 8.00 2B 15.11 23.11 0.056 1.101 150 17.9 6.0 127.00C << 17.9<< 37.11 0.67 0.00 37.78C1 127.00 4.50A 7.56 12.06 0.056 1.101 150 17.9 6.0 127.00 Cl c< 37.5 << 37.78 2.96 0.00 40.74 C2 127.00 6.00 B 7.56 13.56 0.218 1.101 150 37.5 12.6 127.00 C2 << 37.5 << 40.74 0.27 3.91 44.91 C3 118.00 9.00 A 13.60 22.60 0.012 2.003 150 37.5 3.8 Caics By: JP Checked: 4-13-2007 Page: 3 Ser:*311013* Hypercaic Program by Crowley Des i g n G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 • Flow and Pressure Summary Job No:1105-22 MATCHPLAY 2ND FLOOR CC lev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S C A L C U L A T I 0 N S Velocity Et. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 118.00 C3 << 37.5 << 44.91 0.29 3.91 49.10 L 109.00 9.00 B 15.11 24.11 0.012 2.003 150 37.5 3.8 109.00 L << 37.5 << 49.10 0.02 0.00 49.12 L2 109.00 1.50 L 7.00 8.50 0.002 3.068 120 37.5 1.6 109.00 L2 << 30.0 <c 49.12 0.03 0.00 49.16 M 109.00 8.00 M 15.00 23.00 0.001 3.068 120 30.0 1.3 109.00 L2 << 7.6 << 49.12 0.01 0.00 49.13 R4 109.00 16.00 4LM 43.00 59.00 0.000 3.068 120 7.6 0.3 109.00 N << 27.2 << 49.16 0.05 0.00 49.21 N2 109.00 10.50 2MN 33.00 43.50 0.001 3.068 120 27.2 1.2 109.00 N << 7.2 << 49.20 0.01 0.00 49.21 N2 109.00 12.50 4LM 43.00 55.50 0.000 3.068 120 7.2 0.3 109.00 N >> 3.1 >> 49.20 -0.00 0.00 49.20 0 109.00 10.50 M 15.00 25.50 0.000 3.068 120 3.1 0.1 109.00 N >> 4.1 ,> 49.20 -0.01 0.00 49.19 U 109.00 10.30 2M5N 35.00 45.30 0.000 2.067 120 4.1 0.4 109.00 N2 << 37.5 c< 49.21 0.01 0.00 49.22 Ri 109.00 3.00 M 20.00 23.00 0.001 4.026 120 37.5 0.9 109.00 N2 >> 3.1 >> 49.21 -0.02 0.00 49.19 T 109.00 104.00 2L2M6N 48.00 152.00 0.000 2.067 120 3.1 0.3 109.00 0 >> 3.1 >> 49.20 -0.01 0.00 49.19 V 109.00 10.30 L2M11N 58.00 68.30 0.000 2.067 120 3.1 0.3 109.00 R << 3.5 << 49.16 0.00 0.00 49.16 Si 109.00 12.00 M 15.00 27.00 0.000 3.068 120 3.5 0.2 109.00 Ri << 37.5 c< 49.22 0.02 3.47 52.72 R2 101.00 8.00 QUL 33.50 41.50 0.001 4.026 120 37.5 0.9 101.00 R2 << 37.5 c< 52.72 0.03 0.00 52.75 Ui 101.00 10.00 4L 40.00 50.00 0.001 4.026 120 37.5 0.9 109.00 R3 >> 3.5 >> 49.13 -0.00 0.00 49.13 R4 109.00 12.00 M 15.00 27.00 0.000 3.068 120 3.5 0.2 100.00 S >> 42.5 >> 53.26 -0.02 0.00 53.24 U3 100.00 25.00 L 15.11 40.11 0.000 4.240 150 42.5 1.0 109.00 Si << 7.6 << 49.16 0.01 0.00 49.17 Ti 109.00 18.00 4L2M3N 67.00 85.00 0.000 3.068 120 7.6 0.3 109.0 T >> 10.3 >> 49.19 -0.01 0.00 49.17 Ti 109.00 15.50 4LM 43.00 58.50 0.000 3.068 120 10.3 0.4 109.00 T << 7.2 << 49.19 0.01 0.00 49.19 U 109.00 12.00 4124 43.00 55.00 0.000 3.068 120 7.2 0.3 109.00 U c< 3.1 << 49.19 0.00 0.00 49.19 V 109.00 10.50 M 15.00 25.50 0.000 3.068 120 3.1 0.1 101.00 Ui << 42.5 << 52.75 0.05 0.43 53.23 U2 100.00 89.00 2L 30.22 119.22 0.000 4.240 150 42.5 1.0 100.00 U2 << 42.5 << 53.23 0.01 0.00 53.24 133 100.00 6.00 2L 30.22 36.22 0.000 4.240 150 42.5 1.0 Caics By: JP Checked: 4-13-2007 Page: 4 Ser:*311013* Hypercaic Program by Crowley Design Group, ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Loop Balance Summary Job No:1105-22 MATCHPLAY 2ND FOOR CALC t S = = = = T = = P 5 511= = I 5 = = = = = = = = = = = = = = = = = = = = = = = = = = = = 314>>>>>B15>>>>>5A >>>>>4A >>>>>3A >>>>>2 A > > > > > 1 A < < < < < B < c < < < E < < < < < B i +0.42 +0.35 +3.54 +1.12 +0.72 +1.04 -0.02 -0.02 -3.00 Bi <<<<<B2 <<<<<B12<<<<<B13>>>>>B14 -1.71 -1.78 -0.72 +0.06 Totals : +losses: 7.25 -losses: 7.25 imbalance: 0.00 S 5 = = = = 5 = P T SE 9:511= = I osses= = = = = = = = = = = = = = = = = = = = = = = = B15>>>>>5A <<<<<B18<<<B17>>>>>B15 +0.35 -0.18 -0.19 +0.03 Totals : +losses: 0.38 -losses: 0.37 imbalance: 0.01 S 5 = = = = 5 = = P r9:5 El S ii = = I osses = = = = = = = = = = = = = = = = = = = = = = B14>>>>>B15<<<<<B17<<cz<<B16<<<<<B14 +0.42 -0.03 -0.38 -0.01 Totals +losses: 0.42 -losses: 0.42 imbalance: -0.00 S = = = = = = P 5 9: SE 9:511= = I S ë = = = = = = = = = = = = ------ == = = = = = = = B14<<<<<B13>>>>>B12<<<<<B15<<<<<B14 -0.06 +0.72 -0.24 -0.42 Totals : +losses: 0.72 -losses: 0.72 imbalance: 0.00 1 55 5 = = = = -s = = P 9:5 E ion osses= = = = = = = = = = = = = = = = = = = = = = = = = = Cl >>>>>C >>>>>136 >>>>>B5 >>>>>B4 >>>>>133 > > > > > B 1 3 > > > > > B 1 4 < < < < < 6 A < < < < < 7 A +0.67 +1.29 +1.23 +2.65 +1.24 +1.29 +0.06 -0.49 -4.18 7A <<<<<BA <<<<<Cl -1.61 -2.15 Totals : +losses: 8.43 -losses: 8.43 imbalance: 0.00 --------------. = = P r9:5 E 9:511= = IS ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 6A >>>>>B14>>>>>B16<<<<<B19<<<<<6A +0.49 +0.01 -0.27 -0.23 Totals : +losses: 0.50 -losses: 0.50 imbalance: 0.00 - 55 5 = = = = 7 = P IS E ion = IS = = = = = = = = = = = = = = = = = = = = = = = = = = = R4 >>>>>R3 <<<<<5 >>>>>6 <<<<<7 >>>>>R >> > > > S 1 > > > > > 1 0 > > > > > 9 > > > > > 8 +0.00 -0.02 +0.00 -0.01 +0.00 +0.00 +0.00 +0.01 +0.01 8 >>>>>R4 +0.02 Totals : +losses: 0.04 -losses: 0.03 imbalance: 0.01 Calcs By: JP Checked: 4-13-2007 Page: 5 Ser:*311013* Hypercaic Program by Crowle y D e s i g n G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Loop Balance Summary Job No:1105-22 MATCHPLAY 2ND FOOR CALC 6 o = = = = = = S E 6 H = = I 6 ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 2 >>>>M >>>>>L2 <<<R4 <<<<<8 <<<<<9 <<<<<10 > > > > > S 1 < < < < < T l < < < < < T +0.05 +0.03 -0.01 -0.02 -0.01 -0.01 +0.00 -0.01 -0.01 T <<<<<N2 -0.02 Totals : +losses: 0.08 -losses: 0.09 imbalance: -0.01 S 65 = = = = = = Pric T 6 i osses= = = = = = = = = = = = = = = = = = = = = = = = = = = N2 >>>>>T >>>>>T1 >>>>>13 >>>>>12 >>>>>11 > > > > > M < < < < < N 2 +0.02 +0.01 +0.00 +0.00 +0.00 +0.01 -0.05 Totals : +losses: 0.04 -losses: 0.05 imbalance: -0.01 56 = = = = T U = = P ! S T 6 H = = IS ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = N >>>>>O >>>>>V >>>>>U <<<<<N +0.00 +0.01 +0.00 -0.01 Totals : +losses: 0.01 -losses: 0.01 imbalance: 0.00 r=O=O=P====-_II__rricEion = = Tosses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = N2 >>>>>N >>>>>U >>>>>T <<<<<N2 ,.0.01 +0.01 +0.01 -0.02 Totals : +losses: 0.03 -losses: 0.02 imbalance: 0.01 Calcs By: JP Checked: 4-13-2007 Page: 6 Ser:*311013* Hypercaic Program by Crowley Des i g n G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 ?ath Summary Printout for MATCHPLAY 2ND FLOOR CALC Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:1 Remote to Supply ?rincipal path Feeds Path:2 at Pt:C1 Path:5 at Pt:M Path:7 at Pt:N2 Path:10 at Pt:E Path:14 at Pt:L2 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. (Cl50) 1 127.0 18.39 18.39 4.20 18.0 18.0 6.05 1.101 8.50 A 7.56 16.06 0.056 0.90 19.29 A A 127.0 19.29 19.29 18.0 6.05 1.101 13.25 3A29 37.78 51.03 0.056 2.86 22.15 lA 1A 127.0 22.15 22.15 -16.1 1.9 0.64 1.101 5.50 2BC 16.62 22.12 0.001 0.02 22.17 B B 127.0 22.17 22.17 1.9 0.64 1.101 7.25 AB 15.11 22.36 0.001 0.02 22.19 E E 127.0 22.19 22.19 19.5 21.4 7.20 1.101 19.25 2B3C 19.64 38.89 0.077 3.00 25.19 Bi BI 127.0 25.19 25.19 21.4 7.20 1.101 5.50 ABC 16.62 22.12 0.077 1.71 26.90 92 B2 127.0 26.90 26.90 21.4 7.20 1.101 8.00 2B 15.11 23.11 0.077 1.78 28.69 B12 B12 127.0 28.69 28.69 -6.4 15.1 5.06 1.101 10.25 B 7.56 17.81 0.040 0.72 29.40 B13 B13 127.0 29.40 29.40 2.9 17.9 6.03 1.101 8.00 2B 15.11 23.11 0.056 1.29 30.69 93 33 127.0 30.69 30.69 17.9 6.03 1.101 5.75 2BC 16.62 22.37 0.056 1.24 31.94 94 94 127.0 31.94 31.94 17.9 6.03 1.101 25.00 ABOC 22.67 47.67 0.056 2.65 34.60 BS 35 127.0 34.60 34.60 17.9 6.03 1.101 5.50 ABC 16.62 22.12 0.056 1.23 35.83 06 36 127.0 35.83 35.83 17.9 6.03 1.101 8.00 2B 15.11 23.11 0.056 1.29 37.11 C C 127.0 37.11 37.11 17.9 6.03 1.101 4.50 A 7.56 12.06 0.056 0.67 37.78 Cl Cl 127.0 37.78 37.78 19.6 37.5 12.61 1.101 6.00 B 7.56 13.56 0.218 2.96 40.74 C2 C2 3,27.0 40.74 40.74 37.5 3.81 2.003 9.00 A 13.60 22.60 0.012 0.27 3.91 ( 9.00 )44.91 C3 C3 118.0 44.91 44.91 37.5 3.81 2.003 9.00 B 15.11 24.11 0.012 0.29 3.91 ( 9.00 )49.10 L (C=120) L 109.0 49.10 49.10 37.5 1.62 3.068 1.50 L 7.00 8.50 0.002 0.02 49.12 L2 L2 109.0 49.12 49.12 -7.6 30.0 1.30 3.068 8.00 P4 15.00 23.00 0.001 0.03 49.16 N N 109.0 49.16 49.16 -2.7 27.2 1.18 3.068 10.50 2MN 33.00 43.50 0.001 0.05 49.21 N2 N2 109.0 49.21 49.21 10.3 37.5 0.94 4.026 3.00 N 20.00 23.00 0.001 0.01 49.22 Ri Rl 109.0 49.22 49.22 37.5 0.94 4.026 8.00 QUL 33.50 41.50 0.001 0.02 3.47 ( 8.00 )52.72 R2 R2 101.05272 52.72 37.5 0.944.026 10.00 4L 40.00 50.000.001 0.03 52.75 Ui (C=lso) Ul 101.0 52.75 52.75 5.0 42.5 0.96 4.240 89.00 2L 30.22 119.22 0.000 0.05 0.43 ( 1.00 )53.23 U2 U2 100.0 53.23 53.23 42.5 0.96 4.240 6.00 2L 30.22 36.22 0.000 0.01 53.24 U3 tJ3 100.0 53.24 53.24 42.5 0.96 4.240 25.00 L 15.11 40.11 0.000 0.02 53.26 S S 100.0 53.26 Caics By:JP Checked By: Page: P-01 Ser:*311013* Hypercaic Program by Crowley Design Group, ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summry Printout for MATCHPLAY 2ND FLOOR CALC Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:2 Grid Line Fed by path No.1 Feeds Path:11 at Pt:6A 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. (Ci50) lA 127.0 22.15 22.15 16.1 5.42 1.101 7.75 2B 15.11 22.86 0.046 1.04 23.20 2A 2A 127.0 23.20 23.20 16.1 3.38 1.394 21.00 A2BC 28.71 49.71 0.014 0.72 23.92 3A 3A 127.023.92 23.92 16.1 5.421.101 8.00 2BC 16.62 24.620.046 1.12 25.04 4A 4A 127.0 25.04 25.04 16.1 5.42 1.101 29.25 2A482C 48.35 77.60 0.046 3.54 28.58 SA 5A 127.0 28.58 28.58 -7.6 8.5 2.87 1.101 8.00 2BC 16.62 24.62 0.014 0.35 28.93 515 Bl5 127.0 28.93 28.93 3.3 11.8 3.97 1.101 10.25 4C 6.04 16.29 0.026 0.42 29.35 314 314 127.0 29.35 29.35 -1.2 10.6 3.57 1.101 8.25 SCB 15.11 23.36 0.021 0.49 29.84 6A 6A 127.0 29.84 29.84 9.0 19.6 6.58 1.101 29.00 2A233C 34.75 63.75 0.066 4.18 34.02 7A 7A 127.0 34.02 34.02 19.6 6.58 1.101 8.00 2BC 16.62 24.62 0.066 1.61 35.63 BA 8A 127.0 35.63 35.63 19.6 6.58 1.101 16.25 23C 16.62 32.87 0.066 2.15 37.78 Cl Cl 127.0 37.78 Path No:3 Grid Line Principal path 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) R 109.0 49.16 49.16 3.5 0.15 3.068 12.00 M 15.00 27.00 0.000 0.00 49.16 Si Si 109.0 49.16 49.16 4.1 7.6 0.33 3.068 18.00 4L2M3N 67.00 85.00 0.000 0.01 49.17 Ti Tl 109.0 49.17 49.17 2.7 10.3 0.45 3.068 15.50 4124 43.00 58.50 0.000 0.01 49.19 T T 109.0 49.19 49.19 -3.1 7.2 0.31 3.068 12.00 4LM 43.00 55.00 0.000 0.01 49.19 U U 109.0 49.19 49.19 -4.1 3.1 0.13 3.068 10.50 M 15.00 25.50 0.000 0.00 49.19 V V 109.0 49.19 49.19 3.1 0.30 2.067 10.30 L2M11N 58.00 68.30 0.000 0.01 49.20 0 0 109.0 49.20 Caics By:JP Checked By: Page: P-02 Ser:*311013* Hypercaic Program by Crowley Design Grou p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for MATCHPLAY 2ND FLOOR CALC Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:4 Grid Line Fed by path No.14 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) Si 109.0 49.16 49.16 -4.1 0.39 2.067 1.00 M 10.00 11.00 0.000 -0.00 49.16 10 10 109.0 49.16 49.16 -4.1 0.39 2.067 14.00 M 10.00 24.00 0.000 -0.01 49.16 9 9 109.0 49.16 49.16 -4.1 0.39 2.067 20.00 N 3.00 23.00 0.000 -0.01 49.15 8 8 109.0 49.15 49.15 -4.1 0.39 2.067 69.50 4N 12.00 81.50 0.000 -0.02 49.13 R4 R4 109.0 49.13 Path No:5 Far Main Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict. L o s s 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) Tl 109.0 49.17 49.17 -2.7 0.26 2.067 0.50 M 10.00 10.50 0.000 -0.00 49.17 13 13 109.0 49.17 49.17 -2.7 0.26 2.067 14.00 M 10.00 24.00 0.000 -0.00 49.17 12 12 109.0 49.17 49.17 -2.7 0.26 2.067 20.00 M 10.00 30.00 0.000 -0.00 49.17 11 11 109.0 49.17 49.17 -2.7 0.26 2.067 69.50 M3N 19.00 88.50 0.000 -0.01 49.16 M M 109.0 49.16 Path No:6 Fed by path No.14 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict . L o s s 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) R 109.0 49.16 49.16 -3.5 0.33 2.067 0.50 LM 15.00 15.50 0.000 -0.00 49.16 7 7 109.0 49.16 49.16 -3.5 0.33 2.067 14.00 LM 15.00 29.00 0.000 -0.01 49.16 6 6 109.0 49.16 49.16 -3.5 0.33 2.067 11.00 124 15.00 26.00 0.000 -0.00 49.15 5 5 109.0 49.15 49.15 -3.5 0.33 2.067 82.00 2M3N 29.00 111.00 0.000 -0.02 49.13 R3 R3 109.0 49.13 Caics By:JP Checked By: Page: P-03 Ser:*311013* Hypercaic Program by Crowley Design Group, ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for MATCHPLAY 2ND FLOOR CALC Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:7 Pad by path No.1 Feeds Path:9 at Pt:N 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) N 109.0 49.20 49.20 7.2 0.31 3.068 12.50 4LM 43.00 55.50 0.000 0.01 49.21 N2 N2 109.0 49.21 Path No:8 Principal path Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Los s 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) N 19.0 49.20 49.20 -3.1 0.13 3.068 10.50 M 15.00 25.50 0.000 -0.00 49.20 0 0 109.0 49.20 Path No:9 Fed by path N0.7 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. 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) U 109.0 49.19 49.19 4.1 0.39 2.067 10.30 2M5N 35.00 45.30 0.000 0.01 49.20 N N 109.0 49.20 Path No: 10 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=150) 2 127.0 21.60 21.60 4.20 19.5 19.5 6.56 1.101 1.50 A 7.56 9.06 0.065 0.59 22.19 E E 127.0 22.19 Caics By:JP Checked By: Page: P-04 Ser:*311013* Hypercaic Program by Crowley Design Group, ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summa±y Printout for MATCHPLAY 2ND FLOOR CALC Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No: 11 Fed by path N0.2 Feeds Path:12 at Pt:8171 Path:13 at Pt:B16 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. (ClS0) 5A 127.0 28.58 28.58 7.6 2.55 1.101 8.75 B 7.56 16.31 0.011 0.18 28.77 B18 B18 127.0 28.77 28.77 7.6 2.55 1.101 8.00 BC 9.07 17.07 0.011 0.19 28.96 017 B17 127.0 28.96 28.96 3.1 10.6 3.58 1.101 10.25 B 7.56 17.81 0.021 0.38 29.34 B16 B16 127.0 29.34 29.34 -1.7 9.0 3.02 1.101 8.25 BC • 9.07 17.32 0.015 0.27 29.61 919 B19 127.0 29.61 29.61 9.0 3.02 1.101 8.75 4C 6.04 14.79 0.015 0.23 29.84 6A 6A 127.0 29.84 Path No: 12 Fed by path No.11 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=150) 012 127.0 28.69 28.69 6.4 2.13 1.101 19.00 7C 10.58 29.58 0.008 0.24 28.93 915 B15 127.0 28.93 28.93 -3.3 3.1 1.03 1.101 8.754C 6.04 14.79 0.002 0.03 28.96 B17 017 127.0 28.96 Path No: 13 Fed by path No.11 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=150) 913 127.0 29.40 29.40 -2.9 0.97 1.101 19.00 7C 10.58 29.58 0.002 -0.06 29.35 B14 014 127.0 29.35 29.35 1.2 -1.7 0.56 1.101 8.75 4C 6.04 14.79 0.001 -0.01 29.34 B16 016 127.0 29.34 Caics By:JP Checked By: Page: P-05 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)- 3 3 7 - 7 0 6 0 ?ath Summary Printout for MATCHPLAY 2ND FLOOR CALC Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No: 14 ed by path No.1 eeds Path:4 at PtR4 . Path:6 at Pt:R3 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'12O) R3 109.0 49.13 49.13 -3.5 0.15 3.068 12.00 M 15.00 27.00 0.000 -0.00 49.13 R4 PA 109.0 49.13 49.13 -4.1 -7.6 0.33 3.068 16.00 4LM 43.00 59.00 0.000 -0.01 49.12 L2 L2 109.0 49.12 Caics By:JP Checked By: Page: P-06 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337- 7 0 6 0 -------------------------------------------------------------------------------- OF HYDRAULIC CALCULATIONS FOR MATCHPLAY GARAGE CALC 1C 2523 NAVARRA DR CARLSBAD CA 92009 -------------------------------------------------------------------------------- = = = = = = = = = = = = = = = = = = = = = = = = = = e a= = = = = = = = = = = = = = = = CORNERSTONE FIRE pRoTECTION.IN 9260 ISSAC STREET SUITE C SANTEE CA 92071 -------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - Design Specifications Water Supply Information System Demand Density : 0.150 118.00 psi @ 0.00 gpm 60.30 psi Design Area: 1500.00 116.00 psi © 1075.00 gpm © 570.1 gpm Total Demand: 570.1 com @ 60 30 ts± system satety tact: 57.07 ps Notes: List of Fitting Abbreviations Example: "E2TC" = one CPVC COUP , two BUTTERFLY , and one CPVC T RUN Code:Description Code:Description Code:Description Code:Description A : CPVC 90 H : COPPER TR 0 : STEEL45 V : PVC 90 B : CPVC BHT I : COPPER 45 p : STEEL COUP W : PVC T C : CPVC T RUN J : COP COUP. Q : FLOW SWITC X : PVC 45 D : CPVC 45 K : COPPER CHK R : COP GATE Y E : CPVC COUP L : STEEL 90 S : STEEL GATE Z F : COPPER 90 M : STEEL BHT T : BUTTERFLY G : COPPER BHT N : STEEL TRUN U : CHECK VLV Caics By: JP Checked: 4-13-2007 Page: 1 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 CALCULATION DESIGN INFORMATION AREA GARAGE CALC OCCUPANCY COMMERCIAL HAZARD COMMERCIAL DENSITY 0.15 AREA of OPERATION 9 HEAD CALC AREA per HEAD 3600 SQ. F1 DOMESTIC ALLOWANCE 5 GPM ADDED INSIDE 0 OUTSIDE 0 SYSTEM DEMAND INFORMATION PSI AT SOURCE 118 REQUIRED 10% SAFETY -11.8 RFDAI BACKFLOW DEVICE -S ADJUSTED AVAILABLE PSI 101.2 PSI REQUIRED -60.3 ADDITIONAL SAFETY 40.9 GPM AVAILABLE 1075 PM REQUIRED 570.1 Summary of Sprinkler and Hose Flows Jb No:1105-2 MATCHPLAY GARAGE CALC 1C Design density: .15 Supplied flow and pressure is based on 60.30 psi available at supply 117.38 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 10 19.40 19.40 14.00 61.7 60.1 2.7% 10 11 22.67 22.67 14.00 66.7 60.1 11.0% 11 12 22.13 22.13 14.00 65.9 60.1 9.7% 12 13 22.31 22.31 14.00 66.1 60.1 10.0% 13 5 18.70 18.70 14.00 60.5 60.1 0.7% 5 6 18.40 18.40 14.00 60.1 60.1 0.0% 6 7 18.65 18.65 14.00 60.5 60.1 0.7% 7 8 19.75 19.75 14.00 62.2 60.1 3.5% 8 9 19.30 19.30 14.00 61.5 60.1 2.3% 9 Ui 50.67 50.67 0.00 5.0 5.0 0.0% Ui Caics By: JP Checked: 4-13-2007 Page: 2 Ser:*311013* Hypercaic Program by Crowley Design G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Flow and Pressure Summary Job No:1105-22 MATCHPLAY GARAGE CALC 1C Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S C A L C U L A T I 0 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 109.00 10 >> 18.5 >> 19.40 -0.10 0.00 19.30 9 109.00 14.00 M 10.00 24.00 0.004 2.067 120 18.5 1.8 109.00 10 << 80.2 << 19.40 0.69 0.00 20.09 Si 109.00 1.00 M 10.00 11.00 0.062 2.067 120 80.2 7.6 109.00 11 >> 40.8 >> 22.67 -0.54 0.00 22.13 12 109.00 20.00 M 10.00 30.00 0.018 2.067 120 40.8 3.9 109.00 11 << 107.4 << 22.67 9.49 0.00 32.16 M 109.00 69.50 M3N 19.00 88.50 0.107 2.067 120 107.4 10.2 109.00 12 << 25.1 << 22.13 0.18 0.00 22.31 13 109.00 14.00 M 10.00 24.00 0.007 2.067 120 25.1 2.4 109.00 13 << 91.2 << 22.31 0.83 0.00 23.14 Ti 109.00 0.50 M 10.00 10.50 0.079 2.067 120 91.2 8.7 109.00 5 >> 32.6 ,> 18.70 -0.31 0.00 18.40 6 109.00 11.00 LM 15.00 26.00 0.012 2.067 120 32.6 3.1 109.00 5 << 93.1 << 18.70 9.14 0.00 27.84 R3 109.00 82.00 2M3N 29.00 111.00 0.082 2.067 120 93.1 8.9 109.00 6 << 27.5 << 18.40 0.25 0.00 18.65 7 109.00 14.00 LM 15.00 29.00 0.009 2.067 120 27.5 2.6 109.00 7 << 87.9 << 18.65 1.15 0.00 19.80 R 109.00 0.50 LM 15.00 15.50 0.074 2.067 120 87.9 8.4 109.00 8 >> 43.0 >> 19.75 -0.45 0.00 19.30 9 109.00 20.00 N 3.00 23.00 0.020 2.067 120 43.0 4.1 109.00 8 << 105.2 ac 19.75 8.41 0.00 28.17 R4 109.00 69.50 4N 12.00 81.50 0.103 2.067 120 105.2 10.0 109.00 L2 << 198.3 << 31.04 1.12 0.00 32.16 M 109.00 8.00 M 15.00 23.00 0.049 3.068 120 198.3 8.6 109.00 L2 >> 198.3 >> 31.04 -2.88 0.00 28.17 R4 109.00 16.00 4LM 43.00 59.00 0.049 3.068 120 198.3 8.6 109.00 M << 305.7 << 32.16 4.72 0.00 36.89 N2 109.00 10.50 2MN 33.00 43.50 0.109 3.068 120 305.7 13.2 109.00 N << 181.2 << 34.60 2.29 0.00 36.89 N2 109.00 12.50 4LM 43.00 55.50 0.041 3.068 120 181.2 7.8 109.00 N >> 78.1 >> 34.60 -0.22 0.00 34.38 0 109.00 10.50 M 15.00 25.50 0.009 3.068 120 78.1 3.4 l09.00 N >> 103.1 >> 34.60 -4.50 0.00 30.09 U 109.00 10.30 2M5N 35.00 45.30 0.099 2.067 120 103.1 9.8 109.00 N2 << 565.1 << 36.89 2.07 0.00 38.96 Ri 109.00 3.00 M 20.00 23.00 0.090 4.026 120 565.1 14.2 109.00 N2 >> 78.2 >> 36.89 -9.06 0.00 27.82 T 109.00 104.00 2L2M6N 48.00 152.00 0.060 2.067 120 78.2 7.5 10900 0 >> 78.1 >> 34.38 -4.06 0.00 30.31 V 109.00 10.30 L2M11N 58.00 68.30 0.059 2.067 120 78.1 7.4 109.00 R << 87.9 << 19.80 0.29 0.00 20.09 Si 109.00 12.00 H 15.00 27.00 0.011 3.068 120 87.9 3.8 109.00 Rl << 565.1 << 38.96 3.74 3.47 46.16 R2 101.00 8.00 QUL 33.50 41.50 0.090 4.026 120 565.1 14.2 101.00 R2 << 565.1 << 46.16 4.50 0.00 50.67 Ul 101.00 10.00 4L 40.00 50.00 0.090 4.026 120 565.1 14.2 109.00 R3 << 93.1 << 27.84 0.32 0.00 28.17 R4 109.00 12.00 M 15.00 27.00 0.012 3.068 120 93.1 4.0 100.00 5 >> 570.1 >> 60.30 -1.89 0.00 58.41 U3 100.00 25.00 L 15.11 40.11 0.047 4.240 150 570.1 12.9 109.00 51 << 168.1 << 20.09 3.05 0.00 23.14 Ti 109.00 18.00 4L2M3N 67.00 85.00 0.036 3.068 120 168.1 7.3 109.00 T >> 259.4 >> 27.82 -4.68 0.00 23.14 Ti 109.00 15.50 4LM 43.00 58.50 0.080 3.068 120 259.4 11.2 109.00 T << 181.2 << 27.82 2.27 0.00 30.09 U 109.00 12.00 4LM 43.00 55.00 0.041 3.068 120 181.2 7.8 109.00 U << 78.1 <c 30.09 0.22 0.00 30.31 V 109.00 10.50 M 15.00 25.50 0.009 3.068 120 78.1 3.4 101.00 Ui << 570.1 << 50.67 5.61 0.43 56.71 U2 100.00 89.00 2L 30.22 119.22 0.047 4.240 150 570.1 12.9 100.00 U2 << 570.1 << 56.71 1.70 0.00 58.41 U3 100.00 6.00 2L 30.22 36.22 0.047 4.240 150 570.1 12.9 Caics By: JP Checked: 4-13-2007 Page: 3 Ser:*311013* Hypercaic Program by Crowley Design Group , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Loop Balance Summary Job No:1105-22 MATCHPLAY GARAG CALC 1C --------------- = P SETS = = IS ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = B14>>>>>B15>>>>>5A >>>>>4A >>>>>3A >>>>>2A >>>>>1A >> > > > B > > > > > E > > > > > B l +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 Bi >>>>>B2 >>>>>B12>>>>>B13>>>>>B14 +0.00 +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 L S S5 = = = = = = P r9:6 ion osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = B15>>>>>5A >>>>>B18>>>>>B17>>>>>B15 +0.00 +0.00 +0.00 +0.00 Totals : +iosses: 0.00 -losses: 0.00 imbalance: 0.00 I So 5 = = = = = P 9:6 9:5 = = I S = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = B14>>>>>Bi5>>>>>Bl7>>>>>Bl6>>>>>B14 +0.00 +0.00 +0.00 +0.00 Totals : +iosses: 0.00 -losses: 0.00 imbalance: 0.00 L S S = = = = = = P i' 16 9:6 osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = B14>>>>>Bl3>>>>>B12>>>>>Bl5>>>>>B14 +0.00 +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 --------------- L Ci >>>>>C >>>>>B6 >>>>>B5 >>>>>B4 >>>>>B3 >>>>>B13>>> > > B 1 4 > > > > > 6 A > > > > > 7 A +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 7A >>>>>8A >>>>>Ci +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 56 5 = = = = = = r9:6 9:6 = = Iosses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 6A >>>>>B14>>>>>B16>>>>>B19>>>>>6A +0.00 +0.00 +0.00 +0.00 Totals : +losses: 0.00 -losses: 0.00 imbalance: 0.00 -------------- L = P 9:6 E 9:5 = = Iosses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = R4 >>>>>R3 >>>>>5 >>>>>6 <<<<<7 <<<<<R <<<<<Si >>> > > 1 0 > > > > > 9 < < < < < 8 +0.32 +9.14 +0.31 -0.25 -1.15 -0.29 +0.69 +0.10 -0.45 8 <cz<<<R4 -8.41 Totals : +losses: 10.56 -losses: 10.55 imbalance: 0.01 Caics By: JP Checked: 4-13-2007 Page: 4 Ser:*311013* Hypercalc Program by Crowley Design Group , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Loop Balance Summary Job No:1105-22 MATCHPLAY GARAGE CALC 1C I 66 = = = = = = Pric ion = = I osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = N2 >>>>>M >>>>>L2 >>>>>R4 >>>>>8 >>>>>9 <<<<<10 << < < < S i < < < < < T i < < < < < T +4.72 +1.12 +2.88 +8.41 +0.45 -0.10 -0.69 -3.05 -4.68 T <z<<<N2 -9.06 Totals : +losses: 17.58 -losses: 17.58 imbalance: 0.00 -------------- = = P i I SE I 6 H = = IS ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = N2 >>>>>T >>>>>T1 >>>>>13 >>>>>12 <<<<<11 <<<<< M < < < < < N 2 +9.06 +4.68 +0.83 +0.18 -0.54 -9.49 -4.72 Totals : +losses: 14.75 -losses: 14.75 imbalance: 0.00 ---------------------- L 16 E ion = = IS ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = N >>>>>O >>>>>V >>>>>U <<<<<N +0.22 +4.06 +0.22 -4.50 Totals : +losses: 4.50 -losses: 4.50 imbalance: -0.00 ---------------------- L 16 El OH = = TO e = = = = = = = = = = = = = = = = = = = = = = = = = = = N2 >>>>>N >>>>>U >>>>>T <<<<<N2 4-2.29 +4.50 +2.27 -9.06 Totals : +losses: 9.06 -losses: 9.06 imbalance: 0.00 Caics By: JP Checked: 4-13-2007 Page: 5 Ser:*311013* Hypercaic Program by Crowley Design Gr o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for MATCHPLAY GARAGE CALC 1C Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt:Ci Path:5 at Pt:M Path:? at PtN2 Path:10 at Pt:E , Path:14 at Pt:L2 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. (C150) 1 127.0 23.23 23.23 1.101 8.50 A 7.56 16.06 23.23 A A 127.0 23.23 23.23 1.101 13.25 3A2B 37.78 51.03 23.23 1A 1A 127.0 23.23 23.23 1.101 5.50 2BC 16.62 22.12 23.23 3 B 127.0 23.23 23.23 1.101 7.25 AB 15.11 22.36 23.23 E E 127.0 23.23 23.23 1.101 19.25 2B3C 19.64 38.89 23.23 31 Bl 127.0 23.23 23.23 1.101 5.50 ABC 16.62 22.12 23.23 32 32 127.0 23.23 23.23 1.101 8.00 2B 15.11 23.11 23.23 B12 912 127.0 23.23 23.23 1.101 10.25 B 7.56 17.81 23.23 313 B13 127.0 23.23 23.23 1.101 8.00 2B 15.11 23.11 23.23 B3 B3 127.0 23.23 23.23 1.101 5.75 28C 16.62 22.37 23.23 34 B4 127.0 23.23 23.23 1.101 25.00 ABSC 22.67 47.67 23.23 35 B5 127.0 23.23 23.23 1.101 5.50 ABC 16.62 22.12 23.23 36 B6 .27.0 23.23 23.23 1.101 8.00 2B 15.11 23.11 23.23 C C 127.0 23.23 23.23 1.101 4.50 A 7.56 12.06 23.23 Ci Cl 127.0 23.23 23.23 1.101 6.00 B 7.56 13.56 23.23 C2 C2 "127.0 23.23 23.23 2.003 9.00 A 13.60 22.60 3.91 ( 9.00 )27.14 C3 C3 118.0 27.14 27.14 2.003 9.00 B 15.11 24.11 3.91 ( 9.00 )31.04 L (C=120) L 109.0 31.04 31.04 3.068 1.50 L 7.00 8.50 31.04 L2 L2 109.0 31.04 31.04 198.3 198.3 8.58 3.068 8.00 M 15.00 23.00 0.049 1.12 32.16 N M 109.0 32.16 32.16 107.4 305.7 13.23 3.068 10.50 2MN 33.00 43.50 0.109 4.72 36.89 N2 N2 109.0 36.89 36.89 259.4 565.1 14.20 4.026 3.00 M 20.00 23.00 0.090 2.07 38.96 Ri Ri 109.0 38.96 38.96 569.1 14.20 4.026 8.00 QUL 33.50 41.50 0.090 3.74 3.47 ( 8.00 )46.16 R2 R2 101.0 46.16 46.16 565.1 14.20 4.026 10.00 4L 40.00 50.00 0.090 4.50 50.67 Ui (C=150) Ui 101.0 50.67 50.67 5.0 570.1 12.92 4.240 89.00 2L 30.22 119.22 0.047 5.61 0.43 ( 1.00 )56.71 U2 132 100.0 56.71 56.71 570.1 12.92 4.240 6.00 2L 30.22 36.22 0.047 1.70 58.41 133 133 100.0 58.41 58.41 570.1 12.92 4.240 25.00 L 15.11 40.11 0.047 1.89 60.30 S S 100.0 60.30 Caics By:JP Checked By: Page: P-01 Ser:*311013* Hypercaic Program by Crowley Design G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for MATCHPLAY GARAGE CALC 1C Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:2 Grid Line Fed by path No.1 Feeds Pathrll at Pt:6A 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=150) 1A 127.0 23.23 23.23 1.101 7.75 2B 15.11 22.86 23.23 2A 2A 127.0 23.23 23.23 1.394 21.00 A2BC 28.71 49.71 23.23 3A 3A 127.0 23.23 23.23 1.101 8.00 2BC 16.62 24.62 23.23 4A 4A 127.0 23.23 23.23 1.101 29.25 2A4B2C 48.35 77.60 23.23 GA 5A 127.0 23.23 23.23 1.101 8.00 2BC 16.62 24.62 23.23 BiG B15 127.0 23.23 23.23 1.101 10.25 4C 6.04 16.29 23.23 B14 B14 127.0 23.23 23.23 1.101 8.25 5CB 15.11 23.36 23.23 GA 6A 127.0 23.23 23.23 1.101 29.00 2A2B3C 34.75 63.75 23.23 7A 7A 127.0 23.23 23.23 1.101 8.00 2BC 16.62 24.62 23.23 8A 8A 127.0 23.23 23.23 1.101 16.25 2BC 16.62 32.87 23.23 Cl Cl 127.0 23.23 V Path No:3 Grid Line Principal path 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) R 109.0 19.80 19.80 87.9 3.81 3.068 12.00 M 15.00 27.00 0.011 0.29 20.09 Si Sl 109.0 20.09 20.09 80.2 168.1 7.28 3.068 18.00 4L2M3N 67.00 85.00 0.036 3.05 23.14 Ti Ti 109.0 23.14 23.14 91.2 259.4 11.23 3.068 15.50 4LM 43.00 58.50 0.080 4.68 27.82 T T 109.0 27.82 27.82 -78.2 181.2 7.84 3.068 12.00 4LM 43.00 55.00 0.041 2.27 30.09 U U 109.0 30.09 30.09 -103.1 78.1 3.38 3.068 10.50 M 15.00 25.50 0.009 0.22 30.31 V V 109.0 30.31 30.31 78.1 7.45 2.067 10.30 L2M11N 58.00 68.30 0.059 4.06 34.38 0 0 109.0 34.38 Caics By:JP Checked By: Page: P-02 Ser:*311013* Hypercaic Program by Crowley Design Group, (215) - 3 3 7 - 7 0 6 0 Path Summary Printout for MATCHPLAY GARAGE CALC 1 C Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:4 Grid Line Fed by path No.14 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) Sl 109.0 20.09 20.09 -80.2 7.65 2.067 1.00 M 10.00 11.00 0.062 -0.69 19.40 10 10 109.0 1940 19.40 14.00 61.7 -18.5 1.77 2.067 14.00 M 10.00 24.00 0.004 -0.10 19.30 9 9 109.0 19.30 19.30 14.00 61.5 43.0 4.10 2.067 20.00 N 3.00 23.00 0.020 0.45 19.75 8 8 109.0 19.75 19.75 14.00 62.2 105.2 10.03 2.067 69.50 4N 12.00 81.50 0.103 8.41 28.17 R4 R4 109.0 28.17 Path No:5 Far Main Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total F r i c t . L o s s Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Ps i (ft.) Press Pt. (C=120) Ti 09.023.14 23.14 -91.2 8.702.067 0.50M 10.00 10.500.079-0.83 22.31 13 13 109.0 22.31 22.31 14.00 66.1 -25.1 2.40 2.067 14.00 N 10.00 24.00 0.007 -0.18 22.13 12 12 109.0 22.13 22.13 14.00 65.9 40.8 3.89 2.067 20.00 M 10.00 30.00 0.018 0.54 22.67 11 11 109.0 22.67 22.67 14.00 66.7 107.4 10.24 2.067 69.50 M3N 19.00 88.50 0.107 9.49 32.16 N N 109.0 32.16 Path No:6 Fed by path No.14 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total F r i c t . L o s s 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. (Ci20) R 109.0 19.80 19.80 -87.9 8.39 2.067 0.50 LM 15.00 15.50 0.074 -1.15 18.65 7 7 109.0 18.65 18.65 14.00 60.5 -27.5 2.62 2.067 14.00 LM 15.00 29.00 0.009 -0.25 18.40 6 6 109.0 18.40 18.40 14.00 60.1 32.6 3.10 2.067 11.00 LM 15.00 26.00 0.012 0.31 18.70 5 5 109.0 18.70 18.10 14.00 60.5 93.1 8.88 2.067 82.00 2M3N 29.00 111.00 0.082 9.14 27.84 R3 R3 109.0 27.84 Caics By:JP Checked By: Page: P-03 Ser:*311013* Hypercaic Program by Crowley Design Gro u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summary Printout for MATCHPLY GARAGE CALC 1C Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No:7 Fed by path No.1 Feeds Path:9 at PtN Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Fric t . L o s s 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) N 109.0 34.60 34.60 181.2 7.84 3.068 12.50 4LM 43.00 55.50 0.041 2.29 36.89 N2 N2 109.0 36.89 Path No:8 Principal path Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Lo s s Elev. Loss Next Ref Pt. ft. Pt Pv P0 Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) N 109.0 34.60 34.60 -78.1 3.38 3.068 10.50 M 15.00 25.50 0.009 -0.22 34.38 0 0 C09.0 34.38 Path No:9 Fed by path No.7 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.L o s s 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) U 109.0 30.09 30.09 103.1 9.83 2.067 10.30 2M5N 35.00 45.30 0.099 4.50 34.60 N N 109.0 34.60 Path No: 10 Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Los s Elev. Loss Next Ref Pt. ft. Pt Pv Po Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C150) 2 127.0 23.23 23.23 1.101 1.50 A 7.56 9.06 23.23 E E 127.0 23.23 Caics By:JP Checked By: Page: P-04 Ser:*311013* Hypercaic Program by Crowley Design G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0 Path Summry Printout for MATCHPIAY GARAGE CALC 1C Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No: 11 Fed by path No.2 Feeds Path:12 at Pt:B17, Path:13 at Pt:916 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. (C150) SA 127.0 23.23 23.23 1.101 8.75 B 7.56 16.31 23.23 B18 B18 127.0 23.23 23.23 1.101 8.00 BC 9.07 17.07 23.23 B17 B17 127.0 23.23 23.23 1.101 10.25 B 7.56 17.81 23.23 B16 816 127.0 23.23 23.23 1.101 8.25 BC 9.07 17.32 23.23 919 B19 127.0 23.23 23.23 1.101 8.75 4C 6.04 14.79 23.23 GA 6A 127.0 23.23 Path No: 12 Fed by path No.11 'V Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. t. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) B12 127.0 23.23 23.23 1.101 19.00 7C 10.58 29.58 23.23 B15 B15 127.0 23.23 23.23 1.101 8.75 4C 6.04 14.79 23.23 917 B17 127.0 23.23 Path No: 13 Fed by path No.11 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=lso) B13 127.0 23.23 23.23 1.101 19.00 7C 10.58 29.58 23.23 914 B14 127.0 23.23 23.23 1.101 8.75 4C 6.04 14.79 23.23 916 B16 127.0 23.23 Caics By:JP Checked By: Page: P-05 Ser:*311013* Hypercaic Program by Crowley Design Group, (215 ) - 3 3 7 - 7 0 6 0 Path 'Summ'a'ry Printout for MATCHPLAY GARAGE CALC 1C Job No:1105-22 4-13-2007 System:1 OF 1 Drawing:2 OF 2 Path No: 14 Fed by path No.1 Feeds Path:4 at Pt:R4 . Path:6 at Pt:R3 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict . L o s s Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total P s i (ft.) Press Pt. (C=120) R3 109.0 27.84 27.84 93.1 4.03 3.068 12.00 M 15.00 27.00 0.012 0.32 28.17 R4 R4 109.0 28.17 28.17 105.2 198.3 8.58 3.068 16.00 4LM 43.00 59.00 0.049 2.88 31.04 L2 L2 109.0 31.04 fo L Caics By:JP Checked By: Page: P-06 Ser:*311013* Hypercaic Program by Crowley Desig n G r o u p , ( 2 1 5 ) - 3 3 7 - 7 0 6 0