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HomeMy WebLinkAbout2914 MANAGUA PL; ; AS080182; Permit6/11/25, 7:06 AM AS080182 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2914 MANAGUA PL Permit Type: SPRINK Parcel No: 2154941300 Lot #: 0 Reference No.: Permit No: AS080182 Status: ISSUED Applied 12/16/2008 Approved: 12/16/2008 Issued: 12/16/2008 PC #: Inspector: Project Title: PULLMAN RESIDENCE THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: CORNERSTONE FIRE PROTECTION 9260 ISAAC ST SANTEE, CA 619-562-2012 Owner: PULLMAN JOHN W&CATHERINE A FAMILY TRUST 05-17-07 2914 MANAGUA PL CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 about:blank 1/1 ft5o'O jg Hydraulic Design Information Sheet ame:PULLMAN ENTRY HALL PROOF CALC Date:3-27-2009 System No. :1 Location:2914 MANAGUA PLACE CARLSBAD CA 92009 ontractor:CORNERSTONE FIRE PROTECTION. IN Telephone: 619-562-2012 9260 ISSAC STREET, SUITE G SANTEE CA 92071 Calculated By:JARED PERRY Contract No. :1203 Construction: Non-Combustible Drawing No. :1 OF 1 Dccupancy: RESIDENTIAL Ceiling Height:Varies System Design ode:NFPA 13D Review Agency:CARLSBAD FIRE ------------------------------------------------------------------------------- area of Sprinkler Operation: Density (gpm/sq.ft.) :.05 rea Per Sprinkler:324 SQ.FT. Hose Allowance gpm Inside:0 Hose Allowance gpm Outside:0 Rack Sprinkler Allowance:NONE System Type:WET Sprinkler or Nozzle Make :VIKING Model :VK460 Size:1/2" K-factor:5.8 Temperature Rating:155 F Calculation Summary Requires 52.8 gpm at 77.19 psi at City Connection Interior C-factor: 150 Underground C-factor: 140 ------------------------------------------------------------------------------- water Supply Test Information rest by:WATER DEPT. Date :11-10-08 rime : 12 : 00 Location:City Main levat ion: Grade Static Pressure: 98 Residual Pressure: 90 Elow:72 Pump Data Type :NONE Elevation: N/A Rated Psi:N/A Rated Gpm:N/A Well Proof Flow:N/A Tank Data Elevation: N/A Size :N/A Storage Details: ommodity:NONE Class :N/A Location:N/A Storage Area:N/A Storage Height:N/A Clearance to Ceiling:N/A Single, Double, or Multi Row:N/A Aisle Width:N/A Pallet Type:N/A Encapsulated?:N/A Storage Method: Solid P±led:N/A Palletized:N/A Rack:N/A Longitudinal Flue Spacing:N/A Transv3rse Flue Spacing:N/A Eioriz .Barriers Provided? :N/A -------------------------------------------------------------------------------- SUMMARY OF H Y D R AUIJIC CAL CU L A T IONS F OR PULLMAN ENTRY HALL PROOF CALC 2914 MANAGUA PLACE CARLSBAD CA 92009 -------------------------------------------------------------------------------- = = r = = = = = = = = = = = = = = = = = = = = = = = tiI5fñ ----- = = By = = = = = = = = = = = = = = = = = = = = = = = = = = = = = CORNERSTONE FIRE PROTECTION.IN 9260 ISSAC STREET, SUITE G SANTEE CA 92071 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand Density : 0.050 98.00 psi @ 0.00 gpm 57.39 psi Design Area: 0.00 90.00 psi @ 72.00 gpm 52.8 gpm Total Demand: 52.8 qm 57 39 isi system sarety racto: i6.±O psi Notes: SYSTEM DEMAND INFORMATION Provided by Cornerstone Fire Protection Inc. ;upply available at source 93.49 PSI @ 52.8 GPM System demand 57.39 PSI @ 52.8 GPM Meter Loss 10 PSI 10% Safety 9.8 PSI Actual System Demand 77.19 PSI @52.8 GPM Additional System Safety 16.3 PSI 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 : ANGLE VALV Q : FLOW SWITC X : PVC 45 D : CPVC 45 K : COP M CHK R : COP GATE Y : COP L 90 E : CPVC COUP L : STEEL 90 S : STEEL GATE Z : COP L CHK F : COPPER 90 M : STEEL BHT T : BUTTERFLY G : COPPER BHT N : STEEL TRUN U : CHECK VLV Calcs By: JARED PERRY Checked: 3-27-2009 Page: 1 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Summary of Sprinkler and Hose Flows Job No:1203 PULLMAN ENTRY HALL PROOF CALC Design density: .05 Supplied flow and pressure is based on 57.39 psi available at supply 93.50 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 25A 15.70 15.70 5.80 23.0 23.0 0.0% 25A 27 18.24 18.24 5.80 24.8 23.0 7.801 27 R2 29.94 29.94 0.00 5.0 5.0 0.0% R2 CALCULATION DESIGN INFORMATION Provided by Cornerstone Fire Protection Inc. Project: Pullman Residence Address: 2914 Managua Place Submittal #: Submittal # 2 Date: 3/27/2009 Authority Having Jurisdiction: Carlsbad Fire Remote Area Location: Entry Hall Proof Cal Occupancy: NFPA 13D Density: 0.05 gpm/ Sq. Ft. Hazard: Residential Type of Sprinklers: 'Viking 460 5.8k Number of sprinklers calculated: i2 Heads Flowing Total Area of Operation: 2 Head Caic Total Area per Head: 324 Sq. Ft. Domestic: 5 GPM Added at BOR Type of System Wet Caics By: JARED PERRY Checked: 3-27-2009 Page: 2 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No:1203 PULLMAN ENTRY HALL PROOF CALC 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 344.00 lOS >> 3.6 >> 23.83 -0.00 0.00 23.83 uS 344.00 12.00 C 1.51 13.51 0.000 2.003 150 3.6 0.4 344.00 los < 3.6 23.83 0.00 0.00 23.83 9S 344.00 11.75 AC 15.11 26.86 0.000 2.003 150 3.6 0.4 344.00 uS >> 3.6 >> 23.83 -0.00 0.00 23.82 12S 344.00 5.00 AC 15.11 20.11 0.000 2.003 150 3.6 0.4 344.00 12S >> 3.6 >> 23.82 -0.00 0.00 23.82 13S 344.00 11.50 A2C 16.62 28.12 0.000 2.003 150 3.6 0.4 344.00 13S >> 3.6 >> 23.82 -0.00 0.00 23.82 14S 344.00 5.00 C 1.51 6.51 0.000 2.003 150 3.6 0.4 344.00 14S >> 3.6 >> 23.82 -0.00 0.00 23.82 15S 344.00 10.00 2C 3.02 13.02 0.000 2.003 150 3.6 0.4 344.00 15S >> 3.6 >> 23.82 -0.00 0.00 23.81 16S 344.00 11.00 BC 16.62 27.62 0.000 2.003 150 3.6 0.4 344.00 16S >> 3.6 >> 23.81 -0.00 0.00 23.81 17S 344.00 7.25 AC 15.11 22.36 0.000 2.003 150 3.6 0.4 344.00 17S >> 3.6 >> 23.81 -0.00 0.00 23.81 18S 344.00 12.00 C 1.51 13.51 0.000 2.003 150 3.6 0.4 344.00 18S >> 3.6 >> 23.81 -0.00 0.00 23.80 19S 344.00 5.75 A2C 16.62 22.37 0.000 2.003 150 3.6 0.4 344.00 19S >> 3.6 >> 23.80 -0.00 0.00 23.80 20S 344.00 12.00 2C 3.02 15.02 0.000 2.003 150 3.6 0.4 344.00 205 >> 3.6 >> 23.80 -0.00 0.00 23.80 21S 344.00 12.00 2C 3.02 15.02 0.000 2.003 150 3.6 0.4 344.00 21S >> 3.6 >> 23.80 -0.01 0.00 23.79 22S 344.00 11.50 2AC 28.71 40.21 0.000 2.003 150 3.6 0.4 344.00 22S >> 3.6 >> 23.79 -0.00 0.00 23.79 23S 344.00 12.00 B 15.11 27.11 0.000 2.003 150 3.6 0.4 344.6023S>> 3.6>> 23.79 -0.00 0.00 23.79C3 344.00 1.00B 15.11 16.11 0.000 2.003 150 3.6 0.4 351.00 25 >> 23.0 >> 19.32 -3.63 0.00 15.70 25A 351.00 11.00 4A 30.22 41.22 0.088 1.101 150 23.0 7.7 351.0025 << 23.0<< 19.32 1.28 3.04 23.64 26 344.00 7.00A 7.56 14.56 0.088 1.101 150 23.0 7.7 344.00 26 << 23.0 << 23.64 0.58 0.00 24.22 Ri 344.00 45.00 F9H 78.58 123.58 0.005 2.009 150 23.0 2.3 351.00 27 << 24.8 << 18.24 2.49 3.04 23.77 28 344.00 9.50 AB 15.11 24.61 0.101 1.101 150 24.8 8.3 344.00 28 << 3.6 << 23.77 0.01 0.00 23.78 C4 344.00 33.75 AB7C 39.29 73.04 0.000 2.003 150 3.6 0.4 344.00 28 << 21.2 << 23.77 0.07 0.00 23.84 D 344.00 11.25 4C 6.04 17.29 0.004 2.003 150 21.2 2.2 344.00 3S >> 3.6 >> 23.85 -0.00 0.00 23.85 4S 344.00 12.00 3C 4.53 16.53 0.000 2.003 150 3.6 0.4 344.00 3S << 3.6 << 23.85 0.00 0.00 23.86 Cl 344.00 2.75 B 15.11 17.86 0.000 2.003 150 3.6 0.4 344.00 4S >> 3.6 >> 23.85 -0.00 0.00 23.85 SS 344.00 2.50 AC 15.11 17.61 0.000 2.003 150 3.6 0.4 344.00 5S >> 3.6 >> 23.85 -0.00 0.00 23.84 GS 344.00 7.50 A2C 16.62 24.12 0.000 2.003 150 3.6 0.4 344.00 6S >> 3.6 >> 23.84 -0.00 0.00 23.84 7S 344.00 12.00 2C 3.02 15.02 0.000 2.003 150 3.6 0.4 344.007S >> 3.6>> 23.84 -0.01 0.00 23.848S 344.00 6.75 AB 28.71 35.46 0.000 2.003 150 3.6 0.4 344.00 8S >> 3.6 >> 23.84 -0.00 0.00 23.83 9S 344.00 12.00 C 1.51 13.51 0.000 2.003 150 3.6 0.4 354.50 A >> 4.1 >> 19.36 -0.01 0.00 19.35 Al 354.50 22.00 2AB3C 46.84 68.84 0.000 2.003 150 4.1 0.4 354.50 A << 4.1 << 19.36 0.00 0.00 19.36 B 354.50 6.50 BC 16.62 23.12 0.000 2.003 150 4.1 0.4 354.50 Al >> 4.1 >> 19.35 -0.01 0.00 19.34 A2 354.50 23.00 BSC41) 34.75 57.75 0.000 2.003 150 4.1 0.4 354.50 A2 << 3.9 << 19.34 0.01 0.00 19.35 A3 354.50 40.00 7C2A 37.78 77.78 0.000 2.003 150 3.9 0.4 354.50 A2 >> 8.0 >> 19.34 -0.01 4.56 23.88 C 344.00 1.00 B 15.11 16.11 0.001 2.003 150 8.0 0.8 354.50A3 >> 2.2>> 19.35 -0.00 0.00 19.35A4 354.50 2.25B 15.11 17.36 0.000 2.003 150 2.2 0.2 354.50 A3 << 6.1 << 19.35 0.03 0.00 19.38 Bl 354.50 32.00 B5CA 36.27 68.27 0.000 2.003 150 6.1 0.6 354.50 A4 >> 2.2 >> 19.35 -0.00 4.56 23.90 D2 344.00 10.50 2A 27.20 37.70 0.000 2.003 150 2.2 0.2 354.50 B << 4.1 << 19.36 0.01 0.00 19.38 31 354.50 34.00 AB4C 34.75 68.75 0.000 2.003 150 4.1 0.4 354.50 Bi << 10.2 << 19.38 0.02 0.00 19.40 B2 354.50 1.00 B 15.11 16.11 0.001 2.003 150 10.2 1.0 354.50 B2 << 10.2 << 19.40 0.04 4.56 23.99 El 344.00 10.50 2A 27.20 37.70 0.001 2.003 150 10.2 1.0 344.00 C >> 8.0 >> 23.88 -0.03 0.00 23.86 Cl 344.00 10.50 2A 27.20 37.70 0.001 2.003 150 8.0 0.8 344.00 Cl >> 4.4 >> 23.86 -0.00 0.00 23.85 C2 344.00 2.00 B 15.11 17.11 0.000 2.003 150 4.4 0.4 344.00 C2 >> 4.4 >> 23.85 -0.01 0.00 23.84 D 344.00 33.00 B4C 21.15 54.15 0.000 2.003 150 4.4 0.4 344.00 C3 >> 3.6 >> 23.79 -0.01 0.00 23.78 C4 344.00 20.00 B4C 21.15 41.15 0.000 2.003 150 3.6 0.4 344.00 D << 16.8 << 23.84 0.06 0.00 23.90 Dl 344.00 7.00 BC 16.62 23.62 0.003 2.003 150 16.8 1.7 344.00 Di << 2.2 << 23.90 0.00 0.00 23.90 D2 344.00 1.00 2C 3.02 4.02 0.000 2.003 150 2.2 0.2 344.00 Dl << 14.6 << 23.90 0.12 0.00 24.02 E 344.00 34.00 B6C 24.18 58.18 0.002 2.003 150 14.6 1.5 344.00 E >> 10.2 >> 24.02 -0.03 0.00 23.99 El 344.00 8.50 B3C 19.64 28.14 0.001 2.003 150 10.2 1.0 344.00 E << 24.8 << 24.02 0.20 0.00 24.22 Ri 344.00 17.50 G 19.64 37.14 0.005 2.009 150 24.8 2.5 Caics By: JARED PERRY Checked: 3-27-2009 Page: 3 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No:1203 PULLMAN ENTRY HALL PROOF CALC Elev. REF. Flow Pt Pt 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 Pt/ft Diam C Flow fps 344.00 Rl << 47.8 << 24.22 1.38 4.34 29.94 R2 334.00 10.00 4FKQ 65.73 75.73 0.018 2.009 150 47.8 4.8 334.00 R2 < 52.8 29.94 1.03 2.60 33.57 Ui 328.00 8.00 4Y 36.27 44.27 0.023 1.985 150 52.8 5.5 325.00 S >> 52.8 >> 57.39 -16.44 0.00 40.95 U2 325.00 20.00 Y 4.53 24.53 0.670 0.995 150 52.8 21.7 328.00 Ui << 52.8 << 33.57 6.08 1.30 40.95 U2 325.00 375.00 2L 15.11 390.11 0.016 2.154 150 52.8 4.6 Caics By: JARED PERRY Checked: 3-27-2009 Page: 4 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Loop Balance Summary Job No:1203 PULLMAN ENTRY HALL PROOF CALC oop= = = = T = =TicE Z9 = = ë § = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = D <<z<<C2 >>>>>Cl >>>>>3S >>>>>4S >>>>>5S >>>>>6S >>>>>7S >>>>>8S >>>>>9S -0.01 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.01 +0.00 9S >>>>>10S>>>>>11S>>>>>12S>>>>>13S>>>>>14S>>>>>1SS>>>>>16S>>>>>179>>>>>lBS +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 18S>>>>>19S>>>>>20S>>>>>21S>>>>>22S>>>>>23S>>>>>C3 >>>>>C4 >>>>>28 <<<<<D +0.00 +0.00 +0.00 +0.01 +0.00 +0.00 +0.01 +0.01 -0.07 Totals : +losses: 0.04 -losses: 0.08 imbalance: -0.04 E ö ö = = = = = = P o = = T ö § § .ë §==== = = = = = = = = = = = = = = = = = = = = = = = = = = = A3 >>>>>A2 <<<<<A1 <<<<<A >>>>>B <<<<<El >>>>>A3 -+0.01 -0.01 -0.01 +0.00 -0.01 +0.03 Totals : +losses: 0.04 -losses: 0.03 imbalance: 0.01 I ö ö = = = = = = P i = = I ö § § ë § = = = = = = = = = = = = = = = = = = = = = = = = = Dl >>>>>D2 >>>>>A4 >>>>>A3 >>>>>A2 >>>>>C >>>>>Cl >>>>>C2 >>>>>D <<<<<Dl +0.00 +0.00 +0.00 +0.01 +0.01 +0.03 +0.00 +0.01 -0.06 Totals : +losses: 0.06 -losses: 0.06 imbalance: 0.00 1 5 = = = = = = P S T S = IS § § ë § = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = E >>>>>D1 >>>>>D2 >>>>>A4 >>>>>A3 <<<<<31 <<<<<32 <<<<<El <<<<.czE +0.12 +0.00 +0.00 +0.00 -0.03 -0.02 -0.04 -0.03 Totals : +losses: 0.12 -losses: 0.12 imbalance: 0.00 Calcs By: JARED PERRY Checked: 3-27-2009 Page: 5 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Draw±ng:1 OF 1 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt:E Path:28 at Pt:Rl 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) 1 354.0 19.58 19.58 1.101 7.50 A 7.56 15.06 -0.22 (-0.50 )19.36 A A 354.5 19.36 19.36 4.1 4.1 0.41 2.003 6.50 BC 16.62 23.12 0.000 0.00 19.36 B B 354.5 19.36 19.36 4.1 0.41 2.003 34.00 AB4C 34.75 68.75 0.000 0.01 19.30 Bi Bl 354.5 19.38 19.38 6.1 10.2 1.04 2.003 1.00 B 15.11 16.11 0.001 0.02 19.40 B2 02 354.5 19.40 19.40 10.2 1.04 2.003 10.50 2A 27.20 37.70 0.001 0.04 4.56 (10.50 )23.99 El El 344.0 23.99 23.99 10.2 1.04 2.003 8.50 B3C 19.64 28.14 0.001 0.03 24.02 E 8 .344.0 24.02 24.02 14.6 24.8 2.50 2.009 17.50 G 19.64 37.14 0.005 0.20 24.22 Ri Ri 344.0 24.22 24.22 23.0 47.8 4.82 2.009 10.00 4FKQ 65.73 75.73 0.018 1.38 4.34 (10.00 )29.94 R2 R2 334.0 29.94 29.94 5.0 52.8 5.45 1.985 8.00 4Y 36.27 44.27 0.023 1.03 2.60 ( 6.00 )33.57 Ui Ui -328.0 33.57 33.57 52.8 4.63 2.154 375.00 2L 15.11 390.11 0.016 6.08 1.30 ( 3.00 >40.95 U2 U2 325.0 40.95 40.95 52.8 21.71 0.995 20.00 Y 4.53 24.53 0.670 16.44 57.39 S S 325.0 57.39 Path No:2 Grid Line Fed by path No.1 Feeds Path:3 at Pt:D1 Path:4 at Pt:Ai 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) A 354.5 19.36 19.36 -4.1 0.41 2.003 22.00 2AB3C 46.84 68.84 0.000 -0.01 19.35 Al Al 354.5 19.35 19.35 -4.1 0.41 2.003 23.00 B5C4D 34.75 57.75 0.000 -0.01 19.34 A2 A2 354.5 19.34 19.34 8.0 3.9 0.40 2.003 40.00 7C2A 37.78 77.78 0.000 0.01 19.35 A3 A3 354.5 19.35 19.35 -6.1 -2.2 0.23 2.003 2.25 B 15.11 17.36 0.000 -0.00 19.35 A4 A4 354.5 19.35 19.35 -2.2 0.23 2.003 10.50 2A 27.20 37.70 0.000 -0.00 4.56 (10.50 )23.90 D2 D2 344.0 23.90 23.90 -2.2 0.23 2.003 1.00 2C 3.02 4.02 0.000 -0.00 23.90 Dl Dl 344.02390 23.90 16.8 14.6 1.48 2.003 34.00B6C 24.18 58.18 0.002 0.12 24.02 E E 344.0 24.02 Caics By:JARED PERRY Checked By: Page: P-01 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path .Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No:3 Grid Line Fed by path No.2 Feeds Path:5 at Pt:D 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) A2 354.5 19.34 19.34 -8.0 0.81 2.003 1.00 B 15.11 16.11 0.001 -0.01 4.56 (10.50 )23.88 C C 344.0 23.88 23.88 -8.0 0.81 2.003 10.50 2A 27.20 37.70 0.001 -0.03 23.86 Cl Cl 344.0 23.86 23.86 3.6 -4.4 0.45 2.003 2.00 B 15.11 17.11 0.000 -0.00 23.85 C2 C2 344.0 23.85 23.85 -4.4 0.45 2.003 33.00 B4C 21.15 54.15 0.000 -0.01 23.84 D 0 344023.84 23.84 21.2 16.8 1.70 2.003 7.00 BC 16.62 23.62 0.003 0.06 23.90 Dl Dl 344.0 23.90 Path No:4 Grid Line 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) 2 354.0 19.56 19.56 1.101 3.50 A 7.56 11.06 -0.22 (-0.50 )19.35 Al Al 354.5 19.35 Path No:5 Far Main Fed by path No.3 Feeds Path:6 at Pt:3S Path:7 at Pt:4S , Path:8 at Pt:5S Path:9 at Pt:6S Path:10 at Pt:7S Feeds Path:11 at Pt:8S Path:12 at Pt:9S , Path:13 at Pt:10S, Path:14 at Pt:lls, Path:15 at Pt:12S Feeds Path:16 at Pt:13S, Path:17 at Pt:145, Path:18 at Pt:15S, Path:19 at Pt:16S, Path:20 at Pt:17S Feeds Path:21 at Pt:185, Path:22 at Pt:195, Path:23 at Pt:20S, Path:24 at Pt:215, Path:25 at Pt:22S Feeds Path:26 at Pt:23S, Path:27 at Pt:C4 Path:29 at Pt:28 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) Cl 344.0 23.86 23.86 -3.6 0.37 2.003 2.75 B 15.11 17.86 0.000 -0.00 23.85 3S 3S 344.0 23.85 23.85 -3.6 0.37 2.003 12.00 3C 4.53 16.53 0.000 -0.00 23.85 4S 4S 344.0 23.85 23.85 -3.6 0.37 2.003 2.50 AC 15.11 17.61 0.000 -0.00 23.85 5S 5S 344.0 23.85 23.85 -3.6 0.37 2.003 7.50 A2C 16.62 24.12 0.000 -0.00 23.84 6S 6S 344.0 23.84 23.84 -3.6 0.37 2.003 12.00 2C 3.02 15.02 0.000 -0.00 23.84 7S 7S 344.0 23.84 23.84 -3.6 0.37 2.003 6.75 AB 28.71 35.46 0.000 -0.01 23.84 8S 8S 344.0 23.84 23.84 -3.6 0.37 2.003 12.00 C 1.51 13.51 0.000 -0.00 23.83 9S Calcs By:JARED PERRY Checked By: Page: P-02 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No: 5 (Continued) Far Main Fed by path No.3 Feeds Path:6 at Pt:3S Path:7 at Pt:4S , Path:8 at Pt:5S Path:9 at Pt6S Path:10 at Pt:7S Feeds Path:11 at Pt:8S Path:12 at Pt:9S Path:13 at Ptd0S, Path:14 at Pt:11S, Path:15 at Pt12S Feeds Path:16 at Pt13S, Path:17 at Pt:145, Path:18 at Pt:15S, Path19 at Pt:165, Path20 at Pt:17S Feeds Path;21 at Pt:18S, Path;22 at Pt:19S, Path:23 at Pt:20S, Path:24 at Pt:21S, Path:25 at Pt:22S Feeds Path:26 at Pt:235, Path:27 at Pt:C4 Path:29 at Pt:28 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) 9S 344.0 23.83 23.83 -3.6 0.37 2.003 11.75 AC 15.11 26.86 0.000 -0.00 23.83 lOS lOS 344.0 23.83 23.83 -3.6 0.37 2.003 12.00 C 1.51 13.51 0.000 -0.00 23.83 uS uS 344.0 23.83 23.83 -3.6 0.37 2.003 5.00 AC 15.11 20.11 0.000 -0.00 23.82 12S 125 344.0 23.82 23.82 -3.6 0.37 2.003 11.50 A2C 16.62 28.12 0.000 -0.00 23.82 13S 13S 344.0 23.82 23.82 -3.6 0.37 2.003 5.00 C 1.51 6.51 0.000 -0.00 23.82 14S 14S 344.0 23.82 23.82 -3.6 0.37 2.003 10.00 2C 3.02 13.02 0.000 -0.00 23.82 15S 15S 344.0 23.82 23.82 -3.6 0.37 2.003 11.00 BC 16.62 27.62 0.000 -0.00 23.81 165 16S 344.0 23.81 23.81 -3.6 0.37 2.003 7.25 AC 15.11 22.36 0.000 -0.00 23.81 17S 17S 344.0 23.81 23.81 -3.6 0.37 2.003 12.00 C 1.51 13.51 0.000 -0.00 23.81 185 18S 344.0 23.81 23.81 -3.6 0.37 2.003 5.75 A2C 16.62 22.37 0.000 -0.00 23.80 19S 19S 344.0 23.80 23.80 -3.6 0.37 2.003 12.00 2C 3.02 15.02 0.000 -0.00 23.80 20S 20S 344.0 23.80 23.80 -3.6 0.37 2.003 12.00 2C 3.02 15.02 0.000 -0.00 23.80 21S 21S 344.0 23.80 23.80 -3.6 0.37 2.003 11.50 2AC 28.71 40.21 0.000 -0.01 23.79 22S 22S 344.0 23.79 23.79 -3.6 0.37 2.003 12.00 B 15.11 27.11 0.000 -0.00 23.79 23S 23S 344.0 23.79 23.79 -3.6 0.37 2.003 1.00 B 15.11 16.11 0.000 -0.00 23.79 C3 23 344.0 23.79 23.79 -3.6 0.37 2.003 20.00 B4C 21.15 41.15 0.000 -0.01 23.78 C4 24 344.0 23.78 23.78 -3.6 0.37 2.003 33.75 AB7C 39.29 73.04 0.000 -0.01 23.77 28 28 344.0 23.77 23.77 24.8 21.2 2.15 2.003 11.25 4C 6.04 17.29 0.004 0.07 23.84 D 3 344.0 23.84 Path No:6 ?ed by path N0.5 ef Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref ?t. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) 3 345.0 23.42 23.42 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.85 3S 3S 344.0 23.85 Caics By:JARED PERRY Checked By: Page: P-03 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path.Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No:7 Fed by path No.5 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) 4 345.0 23.42 23.42 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.85 4S 4S 344.0 23.85 Path No:8 Fed by path No.5 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) 5 345.0 23.41 23.41 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.85 5S 5S 344.0 23.85 Path No:9 Fed by path No.5 Ref Kiev. 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) 6 345.023.41 23.41 1.101 2.002A 15.11 17.11 0.43 (1.00 (23.84 6S 6S 344.0 23.84 Path No: 10 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pc Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) 7 345.0 23.41 23.41 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.84 7S 7S 344.0 23.84 Calcs By:JARED PERRY Checked By: Page: P-04 Ser:*311013* llypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No: 11 Fed by path No.5 Ref Kiev. 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) 8 345.0 23.40 23.40 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.84 8S 8S 344.0 23.84 Path No: 12 Fed by path No.5 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) 9 345.0 23.40 23.40 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.83 9S 9S 344.0 23.83 Path No: 13 Fed by path No.5 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) 10 345.0 23.40 23.40 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.83 lOS lOS 344.0 23.83 Path No: 14 Fed by path No.5 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) 11 345.0 23.39 23.39 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (23.83 uS 11S 344.0 23.83 Calcs By:JARED PERRY Checked By: Page: P-05 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No: 15 Fed by path No.5 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) 12 345.0 23.39 23.39 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.82 125 12S 344.0 23.82 Path No: 16 Fed by path No.5 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) 13 345.0 23.39 23.39 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.82 13S 13S 344.0 23.82 Path No: 17 Fed by path No.5 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. -------------------------------- (Cl50) 14 345.0 23.39 23.39 1.101 2.50 3A 22.67 25.17 0.43 ( 1.00 )23.82 14S 14S 344.0 23.82 ------ Path No: 18 Fed by path No.5 Ref Kiev. 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) 15 345.0 23.38 23.38 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.82 15S 15S 344.0 23.82 Caics By:JARED PERRY Checked By: Page: P-06 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job N :1203 3-27-2009 System:1 Drawing:1 OF 1 Path No: 19 Fed by path No.5 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) 16 345.0 23.38 23.38 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.81 16S itS 344.0 23.81 Path No:20 Fed by path No.5 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=150) 17 345023.38 23.38 1.101 2.002A 15.11 17.11 0.43 (1.00)23.81 17S 17S 344.0 23.81 Path No: 21 Fed by path No.5 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=lso) 18 345.0 23.37 23.37 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.81 18S 18S 344.0 23.81 Path No:22 Fed by path No.5 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) 19 345.0 23.37 23.37 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (23.80 198 19S 344.0 23.80 Caics By:JARED PERRY Checked By: Page: P-07 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 PathSummary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No:23 Fed by path No.5 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=150) 20 345.0 23.37 23.37 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.80 208 20S 344.0 23.80 Path No:24 Fed by path No.5 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) 21 345.0 23.37 23.37 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.80 21S 21S 344.0 23.80 Path No:25 Fed by path No.5 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. (Cl50) 22 345.0 23.36 23.36 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.79 22S 22S 344.0 23.79 Path No:26 Fed by path No.5 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=150) 23 345.0 23.35 23.35 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )23.79 23S 23S 344.0 23.79 Calcs By:JARED PERRY Checked By: Page: P-08 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 'Path -Summary Printout for PULLMAN ENTRY HALL PROOF CALC Job No:1203 3-27-2009 System:1 Drawing:1 OF 1 Path No:27 Fed by path No.5 Ref Kiev. 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) 24 344.0 23.78 23.78 1.101 4.00 AS 16.11 19.11 23.78 24S 24S 344.0 23.78 23.78 1.101 20.50 7C 10.58 31.08 23.78 C4 C4 344.0 23.78 Path No:28 Fedby 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) 25A 351.0 15.70 15.70 5.80 23.0 23.0 7.72 1.101 11.00 4A 30.22 41.22 0.088 3.63 19.32 25 25 351.0 19.32 19.32 23.0 7.72 1.101 7.00 A 7.56 14.56 0.088 1.28 3.04 ) 7.00 (23.64 26 26 344.0 23.64 23.64 23.0 2.32 2.009 45.00 F9H 78.58 123.58 0.005 0.58 24.22 Ri Ri 344.0 24.22 Path No:29 Fed by path No.5 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) 27 351.0 18.24 18.24 5.80 24.8 24.8 8.33 1.101 9.50 AS 15.11 24.61 0.101 2.49 3.04 ( 7.00 )23.77 28 28 344.0 23.77 Caics By:JARED PERRY Checked By: Page: P-09 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 ç ------------------------------------------------------------------------ SUMMARY ----- 0F H Y D R A U L IC CALCULA.T IONS FOR PULLMAN RESIDENCE 2ND FLOOR 2914 MANAGUA PLACE CARLSBAD CA 92009 = = = = = = = = = = = = = = = = = = = = = = = = = = u i5nr E if e a = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = CORNERSTONE FIRE PROTECTION.IN 9260 ISSAC STREET, SUITE G SANTEE CA 92071 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand Density : Design Area: 0.050 98.00 512.00 90.00 psi psi @ 0.00 gpm 45.86 @ 52.00 gpm psi 49.3 gpm TQta1 system Notes: Demand: sarety 49.3 ractor: tm @ 45 86 1si i4.39 psi 11.0 CALC AREA 1 4/-.'- / AP ED AS SUB1TTED 4 mwt CARL BAD PRE DEPARTMENT 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 BI-IT I : COPPER 45 P : STEEL COUP W PVC T C : CPVC T RUN J : ANGLE VALV Q : FLOW SWITC X : PVC 45 D : CPVC 45 K : COP MCHK R : COP GATE Y : COP L 90 E : CPVC COUP L : STEEL 90 5 : STEEL GATE Z : COP L CHK F : COPPER 90 M : STEEL BHT T : BUTTERFLY G : COPPER BHT N : STEEL TRUN U : CHECK VLV Caics By: JP Checked: 11-10-2008 Page: 1 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Summary of Sprinkler and Hose Flows Job No:1203 PULLMAN RESIDENCE 2ND FLOOR Design density: .05 Supplied flow and pressure is based on 45.86 psi available at supply 90.76 psi is actually available Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 1 8.80 8.80 7.40 22.0 22.0 0.0 1 2 9.10 9.10 7.40 22.3 22.0 1.4 2 R2 21.21 21.21 0.00 5.0 5.0 0.0 R2 CALCULATION DESIGN INFORMATION Provided by Cornerstone Fire Protection Inc. Project: Pullman Residence Address: 2914 Managua Place Drawing # Submittal 4 1 11/10/2008 Authority Having Juristiction: Carlsbad Fire Remote Area Location: Call; Area 4 1 2nd floor pendent Occupancy: !NFPA 13D Density: 0.05 gpm! Sq. Ft. Haza d: Residential Type of Sprinklers: lViking 458 7.4 K Number of sprinklers calcuIated:2 Heads Flowing Total Area of Operation: 1512 Sq. Ft. Total Area per Head: '256 Sq. Ft. Domestic: 5 GPM Added at BOR Type of System Wet SYSTEM DEMAND INFORMATION Provided by Cornerstone Fire Protection Inc. Available at Source with 10% Safety: 81.75 at 49.3 GPM Demand at Source W/ Meter loss: 55.86 at 49.3 GPM \ These plans have been reviewed tot tppareifl coinp1i1 Additional Safety: 25.89 PSI ss ith the curiCut applicable codes and siatidards to toice I in the uiisdiciiiifl Titeos' tier or contractor mat titiliec hi es tew ii support cf an appt cat en tot a hut ding pen itt! w titi the e spiCSs undenstandlilg that this I evtcw in no way relieves the owner or contractOr 01 their pi tessiotial engineer or aichilect for sole responsibility fir lull cottipilailce with said COdCS and standards. ircitiditig the building-Code or for any rcsponsihullY for deticieticles. errors otlii5stotiS or negligence ill these plaits ss heiher or not toted in this review Date:/7/j7'O15 Reviewel 0 RECOMMEND APPROVAl.. 91 RECOMMEN I, APPROVAL. AS NOTED 4A i'AZ48C) COn1ft1Z3 Caics By: JP Checked: 11-10-2008 Page: 2 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No:1203 PULLMAN RESIDENCE 2ND FLOOR 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 15 L A T I 0 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diarn C Flow fps 354.00 1 << 22.0 << 8.80 1.22 -0.22 9.80 A 354.50 7.50 A 7.56 15.06 0.081 1.101 150 22.0 7.4 344.00 105 < 2.9 14.73 0.00 0.00 14.73 uS 344.00 12.00 C 1.51 13.51 0.000 2.003 150 2.9 0.3 344.00 106 >> 2.9 >> 14.73 -0.00 0.00 14.73 9S 344.00 11.75 AC 15.11 26.86 0.000 2.003 150 2.9 0.3 344.00 115 << 2.9 << 14.73 0.00 0.00 14.73 12S 344.00 5.00 AC 15.11 20.11 0.000 2.003 150 2.9 0.3 344.00 12S << 2.9 << 14.73 0.00 0.00 14.74 13S 344.00 11.50 A2C 16.62 28.12 0.000 2.003 150 2.9 0.3 344.00 13S << 2.9 << 14.74 0.00 0.00 14.74 14S 344.00 5.00 C 1.51 6.51 0.000 2.003 150 2.9 0.3 344.00 14S << 2.9 << 14.74 0.00 0.00 14.74 15S 344.00 10.00 2C 3.02 13.02 0.000 2.003 150 2.9 0.3 344.00 15S << 2.9 << 14.74 0.00 0.00 14.74 16S 344.00 11.00 BC 16.62 27.62 0.000 2.003 150 2.9 0.3 344.00 16S << 2.9 << 14.74 0.00 0.00 14.74 17S 344.00 7.25 AC 15.11 22.36 0.000 2.003 150 2.9 0.3 344.00 175 << 2.9 << 14.74 0.00 0.00 14.74 18S 344.00 12.00 C 1.51 13.51 0.000 2.003 150 2.9 0.3 344.00 18S << 2.9 << 14.74 0.00 0.00 14.75 19S 344.00 5.75 A2C 16.62 22.37 0.000 2.003 150 2.9 0.3 344.00 195 << 2.9 << 14.75 0.00 0.00 14.75 20S 344.00 12.00 2C 3.02 15.02 0.000 2.003 150 2.9 0.3 354.00 2 << 22.3 << 9.10 0.92 -0.22 9.80 Al 354.50 3.50 A 7.56 11.06 0.083 1.101 150 22.3 7.5 344.00 20S << 2.9 << 14.75 0.00 0.00 14.75 21S 344.00 12.00 2C 3.02 15.02 0.000 2.003 150 2.9 0.3 344.00 21S << 2.9 << 14.75 0.00 0.00 14.75 22S 344.00 11.50 2AC 28.71 40.21 0.000 2.003 150 2.9 0.3 344.00 22S << 2.9 << 14.75 0.00 0.00 14.76 23S 344.00 12.00 8 15.11 27.11 0.000 2.003 150 2.9 0.3 344.00 23S << 2.9 << 14.76 0.00 0.00 14.76 C3 344.00 1.00 B 15.11 16.11 0.000 2.003 150 2.9 0.3 344.00 3S << 2.9 << 14.71 0.00 0.00 14.72 4S 344.00 12.00 3C 4.53 16.53 0.000 2.003 150 2.9 0.3 344.00 3S >> 2.9 >> 14.71 -0.00 0.00 14.71 Cl 344.00 2.75 B 15.11 17.86 0.000 2.003 150 2.9 0.3 344.00 4S << 2.9 << 14.72 0.00 0.00 14.72 5S 344.00 2.50 AC 15.11 17.61 0.000 2.003 150 2.9 0.3 344.00 55 << 2.9 << 14.72 0.00 0.00 14.72 6S 344.00 7.50 A2C 16.62 24.12 0.000 2.003 150 2.9 0.3 344.006S << 2.9<< 14.72 0.00 0.00 14.727S 344.00 12.002C 3.02 15.02 0.000 2.003 150 2.9 0.3 344.00 7S << 2.9 << 14.72 0.00 0.00 14.73 8S 344.00 6.75 AS 28.71 35.46 0.000 2.003 150 2.9 0.3 344.00 8S << 2.9 << 14.73 0.00 0.00 14.73 9S 344.00 12.00 C 1.51 13.51 0.000 2.003 150 2.9 0.3 354.50 A << 0.8 << 9.80 0.00 0.00 9.80 Al 354.50 22.00 2AB3C 46.84 68.84 0.000 2.003 150 0.8 0.1 354.50 A << 21.2 << 9.80 0.09 0.00 9.90 B 354.50 6.50 BC 16.62 23.12 0.004 2.003 150 21.2 2.1 354.50 Al << 23.1 << 9.80 0.28 0.00 10.08 A2 354.50 23.00 BSC41) 34.75 57.75 0.005 2.003 150 23.1 2.3 354.50 A2 << 11.2 << 10.08 0.10 0.00 10.18 A3 354.50 40.00 7C2A 37.78 77.78 0.001 2.003 150 11.2 1.1 354.50 A2 << 11.9 << 10.08 0.02 4.56 14.66 C 344.00 1.00 B 15.11 16.11 0.001 2.003 150 11.9 1.2 354.50 A3 << 10.9 << 10.18 0.02 0.00 10.20 A4 354.50 2.25 B 15.11 17.36 0.001 2.003 150 10.9 1.1 354.50 A3 << 0.3 << 10.18 0.00 0.00 10.18 Bl 354.50 32.00 BSCA 36.27 68.27 0.000 2.003 150 0.3 0.0 354.50 A4 << 10.9 << 10.20 0.05 4.56 14.80 D2 344.00 10.50 2A 27.20 37.70 0.001 2.003 150 10.9 1.1 354.50 B << 21.2 << 9.90 0.28 0.00 10.18 81 354.50 34.00 AB4C 34.75 68.75 0.004 2.003 150 21.2 2.1 354.50 81 << 21.5 << 10.18 0.07 0.00 10.25 B2 354.50 1.00 B 15.11 16.11 0.004 2.003 150 21.5 2.2 354.50 82 << 21.5 << 10.25 0.16 4.56 14.96 El 344.00 10.50 2A 27.20 37.70 0.004 2.003 150 21.5 2.2 344.00 C << 11.9 << 14.66 0.05 0.00 14.71 Cl 344.00 10.50 2A 27.20 37.70 0.001 2.003 150 11.9 1.2 344.00 Cl << 9.0 << 14.71 0.01 0.00 14.73 C2 344.00 2.00 B 15.11 17.11 0.001 2.003 150 9.0 0.9 344.00 C2 << 9.0 << 14.73 0.05 0.00 14.77 D 344.00 33.00 B4C 21.15 54.15 0.001 2.003 150 9.0 0.9 344.00 C3 << 2.9 << 14.76 0.00 0.00 14.76 C4 344.00 20.00 B4C 21.15 41.15 0.000 2.003 150 2.9 0.3 344.00 C4 << 2.9 << 14.76 0.01 0.00 14.77 D 344.00 45.00 AB11C 45.33 90.33 0.000 2.003 150 2.9 0.3 344.00 D << 11.9 << 14.77 0.03 0.00 14.81 Dl 344.00 7.00 BC 16.62 23.62 0.001 2.003 150 11.9 1.2 344.00 Dl >> 10.9 >> 14.81 -0.00 0.00 14.80 D2 344.00 1.00 2C 3.02 4.02 0.001 2.003 150 10.9 1.1 344.00 Dl << 22.8 << 14.81 0.27 0.00 15.08 E 344.00 34.00 BGC 24.18 58.18 0.005 2.003 150 22.8 2.3 344.00 5 >> 21.5 >> 15.08 -0.12 0.00 14.96 El 344.00 8.50 B3C 19.64 28.14 0.004 2.003 150 21.5 2.2 344.00 E << 44.3 << 15.08 0.59 0.00 15.67 RI 344.00 17.50 G 19.64 37.14 0.016 2.009 150 44.3 4.5 344.00 Ri << 44.3 << 15.67 1.20 4.34 21.21 R2 334.00 10.00 4FKQ 65.73 75.73 0.016 2.009 150 44.3 4.5 334.00 R2 << 49.3 << 21.21 0.91 2.60 24.71 151 328.00 8.00 4Y 36.27 44.27 0.020 1.985 150 49.3 5.1 325.00 S >> 49.3 >> 45.86 -14.49 0.00 31.37 152 325.00 20.00 Y 4.53 24.53 0.591 0.995 150 49.3 20.3 Caics By: JP Checked: 11-10-2008 Page: 3 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Flow and Pressure Summary Job No:1203 PULLMAN RESIDENCE 2ND FLOOR Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 S S CALCULAT I ONS Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 328.00 Ui << 49.3 << 24.71 5.36 1.30 31.37 U2 325.00 375.00 2L 15.11 390.11 0.014 2.154 150 49.3 4.3 Calcs By: JP Checked: 11-10-2008 Page: 4 Ser:*311013* }Iyperca1c Program by Crowley Design Group, (215)-337-7060 Loop Balance Summary Job No:1203 PULLMAN RESIDENCE 2ND FLOOR o o s = = = = = = ion = = i osses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ric D >>>>>C2 >>>>>C1 >>>>>3S >>>>>4S >>>>>5S >>>>>6S >>>>>7S >>>>>8S >>>>>9S +0.05 +0.01 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 9S >>>>>10S>>>>>11S>>>>>12S>>>>>139>>>>>145>>>>>155>>>>>16S>>>>>175>>>>>18S +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 18S>>>>>19S>>>>>2 OS>>>>>21S>>>>>225>>>>>23S>>>>>C3 >>>>>C4 <<<<<D +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 -0.01 Totals : +losses: 0.06 -losses: 0.01 imbalance: 0.05 -------------- L = = P i TO E T S = = Iosses= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = A3 >>>>>A2 >>>>>Al >>>>>A <<<<<B <<<<<Bl >>>>>A3 +0.10 +0.28 +0.00 -0.09 -0.28 +0.00 Totals : +losses: 0.38 -losses: 0.37 imbalance: 0.01 I. 05 = = = = = = P TOE TO i == I S ë = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Dl >>>>>D2 >>>>>A4 >>>>>A3 >>>>>A2 <<<<<C <<<<<Cl <<<<<C2 <<<<<D <<<<<Dl +0.00 +0.05 +0.02 +0.10 -0.02 -0.05 -0.01 -0.05 -0.03 Totals : +losses: 0.17 -losses: 0.16 imbalance: 0.01 L oop = = = = = = P TO E T 5 i = = IS = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = E >>>>>Dl >>>>>D2 >>>>>A4 >>>>>A3 >>>>>B1 <<<<<B2 <<<<<El <<<<<E +0.27 +0.00 +0.05 +0.02 +0.00 -0.07 -0.16 -0.12 Totals : +losses: 0.34 -losses: 0.35 imbalance: -0.01 Caics By: JP Checked: 11-10-2008 Page: 5 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Pith ummary Printout for PULLMAN RESIDENCE 2ND FLOOR Jb Np:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt:E Ref Elev. Pressure (psi) K Flow (ppm) 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) 1 354.0 8.80 8.80 7.40 22.0 22.0 7.38 1.101 7.50 A 7.56 15.06 0.081 1.22 -0.22 (-0.50 ) 9.80 A A 354.5 9.80 9.80 -0.8 21.2 2.15 2.003 6.50 DC 16.62 23.12 0.004 0.09 9.90 3 0 354.5 9.90 9.90 21.2 2.15 2.003 34.00 A134C 34.75 68.75 0.004 0.28 10.18 31 31 354.5 10.18 10.18 0.3 21.5 2.18 2.003 1.00 3 15.11 16.11 0.004 0.07 10.25 32 B2 354.5 10.25 10.25 21.5 2.18 2.003 10.50 2A 27.20 37.70 0.004 0.16 4.56 (10.50 (14.96 El El 344.0 14.96 14.96 21.5 2.18 2.003 8.50 B3C 19.64 28.14 0.004 0.12 15.08 E 5 344.0 15.08 15.08 22.8 44.3 4.47 2.009 17.50 G 19.64 37.14 0.016 0.59 15.67 RI Ri 344.0 15.67 15.67 44.3 4.47 2.009 10.00 4FKQ 65.73 75.73 0.016 1.20 4.34 (10.00 )21.21 R2 R2 334.0 21.21 21.21 5.0 49.3 5.09 1.985 8.00 4Y 36.27 44.27 0.020 0.91 2.60 ( 6.00 )24.71 Ui Ui 328.0 24.71 24.71 49.3 4.33 2.154 375.00 2L 15.11 390.11 0.014 5.36 1.30 ( 3.00 )31.37 U2 U2 325.0 31.37 31.37 49.3 20.28 0.995 20.00 Y 4.53 24.53 0.591 14.49 45.86 S 5 325.0 45.86 Path No:2 Grid Line Fed by path No.1 Feeds Path:3 at Pt:Dl Path:4 at Pt:Ai Ref Elev. Pressure (psi) K Flow (gpm) Veioc 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) A 354.5 9.80 9.80 0.8 0.08 2.003 22.00 2AB3C 46.84 68.84 0.00 9.80 Al Al 354.5 9.80 9.80 22.3 23.1 2.35 2.003 23.00 85C4D 34.75 57.75 0.005 0.28 10.08 A2 A2 354.5 10.08 10.08 -11.9 11.2 1.14 2.003 40.00 7C2A 37.78 77.78 0.001 0.10 10.18 A3 A3 354.5 10.18 10.18 -0.3 10.9 1.11 2.003 2.25 3 15.11 17.36 0.001 0.02 10.20 A4 A4 354.5 10.20 10.20 10.9 1.11 2.003 10.50 2A 27.20 37.70 0.001 0.05 4.56 (10.50 )14.80 D2 D2 344.0 14.80 14.80 10.9 1.11 2.003 1.00 2C 3.02 4.02 0.001 0.00 14.81 Di Dl 344.0 14.81 14.81 11.9 22.8 2.32 2.003 34.00 B6C 24.18 58.18 0.005 0.27 15.08 5 E 344.0 15.08 Caics By:JP Checked By: Page: P-01 Ser:*311013* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path-Suthmary Printout for PULLMAN RESIDENCE 2ND FLOOR Jo! No: 1203 11-10-2008 System:1 Drawing:1 OF 1 Path No:3 Grid Line Fed by path No.2 Feeds Path:5 at Pt:D 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( A2 354.51008 10.08 11.9 1.212.003 1.005 15.11 16.110.001 0.02 4.56 (10.50 )14.66 C C 344.0 14.66 14.66 11.9 1.21 2.003 10.50 2A 27.20 37.70 0.001 0.05 14.71 Cl Cl 344.0 14.71 14.71 -2.9 9.0 0.91 2.003 2.00 B 15.11 17.11 0.001 0.01 14.73 C2 C2 344.0 14.73 14.73 9.0 0.91 2.003 33.00 B4C 21.15 54.15 0.001 0.05 14.77 D D 344.0 14.77 14.77 2.9 11.9 1.21 2.003 7.00 BC 16.62 23.62 0.001 0.03 14.81 Dl Dl 344.0 14.81 Path No:4 Grid Line Fed by path No.2 Ref Elev. Pressure (psi) K Flow (gprn) 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) 2 354.0 9.10 9.10 7.40 22.3 22.3 7.50 1.101 3.50 A 7.56 11.06 0.083 0.92 -0.22 (-0.50 ) 9.80 Al Al 354.5 9.80 Path No:5 Far Main Fed by path No.3 Feeds Path:6 at Pt3S Path:7 at Pt:4S Path:8 at Pt:5S , Path:9 at Pt:GS Path:10 at Pt:7S Feeds Path:ll at Pt:8S Path:12 at Pt:9S Path:13 at Pt:lOS, Path:14 at Pt:11S, Path:15 at Pt:12S Feeds Path:16 at Pt:13S, Path:17 at Pt:14S, Path:18 at Pt:15S, Path:19 at Pt:160, Path:20 at Pt:17S Feeds Path:21 at Pt:18S, Path:22 at Pt:19S, Path:23 at Pt:206, Path:24 at Pt:21S, Path:25 at Pt:22S Feeds Path:26 at Pt:23S 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) Cl 344.0 14.71 14.71 2.9 0.29 2.003 2.75 B 15.11 17.86 0.000 0.00 14.71 36 36 344.0 14.71 14.71 2.9 0.29 2.003 12.003C 4.53 16.53 0.000 0.00 14.72 46 4S 344.0 14.72 14.72 2.9 0.29 2.003 2.50 AC 15.11 17.61 0.000 0.00 14.72 56 5S 344.0 14.72 14.72 2.9 0.29 2.003 7.50 A2C 16.62 24.12 0.000 0.00 14.72 66 6S 344.0 14.72 14.72 2.9 0.29 2.003 12.00 2C 3.02 15.02 0.000 0.00 14.72 7S 7S 344.0 14.72 14.72 2.9 0.29 2.003 6.75 AB 28.71 35.46 0.000 0.00 14.73 8S 8S 344.0 14.73 14.73 2.9 0.29 2.003 12.00 C 1.51 13.51 0.000 0.00 14.73 98 Caics By:JP Checked By: Page: P-02 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 PatA Summary Printout for PULLMAN RESIDENCE 2ND FLOOR Jb No:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No: 5 Far Main (Continued) Fed by path No.3 Feeds Path:6 at Pt:3S Path:7 at Pt:4S Path:8 at Pt:58 Path:9 at Pt:6S Path:lO at Pt7S Feeds Path:11 at Pt:8S , Path:12 at Pt:98 Path:13 at Pt:lOS, Path:14 at Pt:11S, Path:15 at Pt:12S Feeds Path16 at Pt:13S, Path17 at Pt14S, Path:18 at Pt:158, Path19 at Pt16S, Path:20 at Pt178 Feeds Path:21 at Pt:18S, Path:22 at Pt:195, Path:23 at Pt:20S, Path:24 at Pt:218, Path25 at Pt:22S Feeds Path:26 at Pt:235 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=150) 9S 344.0 14.73 14.73 2.9 0.29 2.003 11.75 AC 15.11 26.86 0.000 0.00 14.73 lOS lOS 344.0 14.73 14.73 2.9 0.29 2.003 12.00 C 1.51 13.51 0.000 0.00 14.73 uS uS 344.0 14.73 14.73 2.9 0.29 2.003 5.00 AC 15.11 20.11 0.000 0.00 14.73 12S 12S 344.0 14.73 14.73 2.9 0.29 2.003 11.50 A2C 16.62 28.12 0.000 0.00 14.74 13S 13S 344.0 14.74 14.74 2.9 0.29 2.003 5.00 C 1.51 6.51 0.000 0.00 14.74 14S 14S 344.0 14.74 14.74 2.9 0.29 2.003 10.00 2C 3.02 13.02 0.000 0.00 14.74 155 lBS 344.0 14.74 14.74 2.9 0.29 2.003 11.00 BC 16.62 27.62 0.000 0.00 14.74 16S 16S 344.0 14.74 14.74 2.9 0.29 2.003 7.25 AC 15.11 22.36 0.000 0.00 14.74 17S 175 344.0 14.74 14.74 2.9 0.29 2.003 12.00 C 1.51 13.51 0.000 0.00 14.74 188 185 344.0 14.74 14.74 2.9 0.29 2.003 5.75 A2C 16.62 22.37 0.000 0.00 14.75 19S 19S 344.0 14.75 14.75 2.9 0.29 2.003 12.00 2C 3.02 15.02 0.000 0.00 14.75 20S 20S 344.0 14.75 14.75 2.9 0.29 2.003 12.00 2C 3.02 15.02 0.000 0.00 14.75 21S 21S 344.0 14.75 14.75 2.9 0.29 2.003 11.50 2AC 28.71 40.21 0.000 0.00 14.75 225 22S 344.0 14.75 14.75 2.9 0.29 2.003 12.00 B 15.11 27.11 0.000 0.00 14.76 23S 23S 344.0 14.76 14.76 2.9 0.29 2.003 1.00 B 15.11 16.11 0.000 0.00 14.76 C3 C3 344.0 14.76 14.76 2.9 0.29 2.003 20.00 B4C 21.15 41.15 0.000 0.00 14.76 C4 C4 344.0 14.76 14.76 2.9 0.29 2.003 45.00 AB11C 45.33 90.33 0.000 0.01 14.77 D D 344.0 14.77 Path No:6 Fed by path No.5 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=lso) 3 345.0 14.28 14.28 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.71 3S 35 344.0 14.71 Caics By:JP Checked By: Page: P-03 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Pat Summary Printout for PULLMAN RESIDENCE 2ND FLOOR Jo No:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No:7 Fed by path No.5 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) 4 345.0 14.28 14.28 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.72 4S 4S 344.0 14.72 Path No:8 Fed by path No.5 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=150) 5 345.0 14.28 14.28 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.72 5S 5S 344.0 14.72 Path No:9 Fed by path No.5 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) 6 345.0 14.29 14.29 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.72 65 6S 344.0 14.72 Path No: 10 Fed by path No.5 Ref Kiev. 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) 7 345.0 14.29 14.29 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.72 7S 75 344.0 14.72 Caics By:JP Checked By: Page: P-04 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 I Path Summary Printout for PULLMAN RESIDENCE 2ND FLOOR Jèb No:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No: 11 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (ppm) 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) 8 345.0 14.29 14.29 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.73 8S 8S 344.0 14.73 Path No: 12 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (ppm) 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) 9 345.0 14.29 14.29 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.73 9S 9S 344.0 14.73 Path No: 13 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (ppm) 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) 10 345.0 14.30 14.30 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.73 lOS lOS 344.0 14.73 Path No: 14 Fed by path No.5 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) 11 345.0 14.30 14.30 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.73 llS uS 344.0 14.73 Calcs By:JP Checked By: Page: P-05 Ser:*311013* }Iyperca1c Program by Crowley Design Group, (215)-337-7060 Pát ummary Printout for PULLMAN RESIDENCE 2ND FLOOR Jb NQ:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No: 15 Fed by path No.5 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) 12 345.0 14.30 14.30 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.73 12S 12S 344.0 14.73 Path No: 16 Fed by path No.5 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) 13 345.0 14.30 14.30 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.74 13S 13S 344.0 14.74 Path No: 17 Fed by path No.5 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) 14 345.0 14.30 14.30 1.101 2.50 3A 22.67 25.17 0.43 ( 1.00 )14.74 14S 14S 344.0 14.74 Path No: 18 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Slay. 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) 15 345.0 14.30 14.30 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.74 15S 15S 344.0 14.74 Calcs By:JP Checked By: Page: P-06 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Pt ummary Printout, for PULLMAN RESIDENCE 2ND FLOOR J.b No:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No: 19 Fed by path No.5 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) 16 345.0 14.31 14.31 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.74 16S 16S 344.0 14.74 Path No:20 Fed by path No.5 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) 17 345.0 14.31 14.31 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.74 17S 17S 344.0 14.74 Path No: 21 Fed by path No.5 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) lB 345.0 14.31 14.31 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.74 18S lBS 344.0 14.74 Path No:22 Fed by path No.5 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( 19 345.0 14.31 14.31 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.75 19S lOS 344.0 14.75 Caics By:JP Checked By: Page: P-07 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 Pth nummary Printout for PULLMAN RESIDENCE 2ND FLOOR J4vb No:1203 11-10-2008 System:1 Drawing:1 OF 1 Path No:23 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diarn. 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) 20 345.0 14.31 14.31 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.75 20S 208 344.0 14.75 Path No:24 Fed by path No.5 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) 21 345.0 14.32 14.32 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.75 21S 21S 344.0 14.75 Path No:25 Fed by path No.5 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=150) 22 345.0 14.32 14.32 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 (14.75 22S 22S 344.0 14.75 Path No:26 Fed by path No.5 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 Summery Length Length per.ft Total Psi (ft.) Press Pt. (C150) 23 345.0 14.32 14.32 1.101 2.00 2A 15.11 17.11 0.43 ( 1.00 )14.76 23S 23S 344.0 14.76 Caics By:JP Checked By: Page: P-08 Ser:*311013* Hypercaic Program by Crowley Design Group, (215)-337-7060 PV