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Home My WebLink About2176 SALK AVE; ; AS070284; PermitCity of Carlsbad Sprinkler Permit Permit No: AS070284 Job Address: 2176 SALK AV Status: ISSUED Permit Type: SPRINK Applied 11/27/2007 Parcel No: 2120210100 Approved: 11/27/2007 Lot #: 0 Reference No.: Issued: 11/27/2007 PC #: Inspector: Project Title: FENTON CARLSBAD RESEARCH CTR 5 FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: LIFEGUARD FIRE PROTECTION STEB 2210 LA MIRADA DR VISTA, CA 760-806-9997 Owner: H G FENTON PROPERTY CO 7577 MISSION VALLEY RD #200 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 325 0 325 0 ASololl+ Flow Test Record Test Hydrant Location— 2-i 7L sALy -A ve. Hydrant ID No. Size Main— Static ............. Residual.........- Pressure Drop.. S (PD! 1).....K factor for PD!! 237 Flow Hydrant(s) Hydrant I location Hydrant 2 location Hydrant 3 location Hydrant I Pitot 3 ' PSI GPM: 137 Size of Orifice________ Hydrant 2 Pitot PSI GPM: Size of Orifice_________ Hydrant 3 Pitot_ PSI GPM: Size of Orifice_________ Total:37 (Qi) Calculated test and flow data - 0 x PD2 k =Q2 PDI*k Static: .................... /Ut7 Desired Residual ....... 20 Pressure Drop (PD 2).. 9W K factor PD 2: /0. 6'0 't37 x 10. (''divided by Z 37 4./CO equals _GPM at 20 psi residual Q PD2k PD 1k Q2 Comments: (DAt'i 5' /L T' PAD & Fi.oj Test conducted for: Conducted by: Date: __\ Time: Ai\ These plans have been reviexcd br apparent compliance with the CulTeul applicable codes and sthndards in force in the jurisdiction. The owner or coltiracior niav utilize Ill', 'CV CIV it, 5UPOFt 01 an application for a build ing mu w Ii he express Linderstandi ug that this review it Iii il\ relies en the owner or contractor or their professional engineer or architect for sole responsibility or full cituriplianee with said codes and standatls. including the building code or for any responsihilty for deficiencies. errors. omissions or negligence in these plans whether or r1oI noted in this review. Inc Reviewer k-,*' RFCOMMENl) APPRoVAl. U R FX INF,Nl I Al'PR( VA L. AS NOTI- I) + LIFEGUARD Fire Protection, Inc. APPROVE SUBMITTED CARLSBF DEPARTMENT Lifeguard Fire Protection Inc. 2210 La Mirada Dr. Vista, CA 92081 760-806-9997 Job Name : Fenton Carlsbad Research Center - 2nd floor NW Building Location System : Contract Data File : FENTON2 NW.WXF Asolovi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Lifeguard Fire Protection Inc. Page Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hydraulic Design Information Sheet Name - Fenton Carlsbad Research Center Date - 8/22/07 Location - Building - System No. - Contractor - Contract No. - Calculated By - Greg Carver Drawing No. -. Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15' Occupancy - Spec. shell building (medical office) S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle Density - .33 ( ) Wet Make RELIABLE D Area Per Sprinkler - 96 ( ) Dry Model G XLO E Elevation at Highest Outlet - 27 ( ) Deluge Size 3/4" S Hose Allowance - Inside - C ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - C ) Other Temp.Rat.212 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 150 Underground Water Flow Test: Date of Test - 8/15/07 Time of Test - 9:47 AM Static Press - 100 Residual Press - 95 Flow - 937 Elevation - 0 Location - 2176 SALK AVE. Source of Information ,- CITY OF CARLSBAD, LIFEGUARD FIRE C Commodity Class Location O Storage Ht. Area Aisle W. N Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet C ) Auto. Storage ( ) Encap. S R ( ) Double Row C ) Slave Pallet ( ) Solid Shelf C ) Non T A C ) Mult. Row C ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: W A T E R S U P P L Y Pump Data: Rated Cap.- 8 Press - Elev. - Tank or Reservoir: Cap,. - Elev. - Well Proof Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Lifeguard Fire Protection Inc. Page 2 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22107 City Water Supply: Demand: CI - Static Pressure : 90 Dl - Elevation : 13.859 C2 - Residual Pressure: 85 D2 - System Flow : 1463.9 C2 - Residual Flow : 937 D2 - System Pressure : 64.040 Hose(Adj City) Hose ( Demand) : 500 D3 - System Demand : 1963.9 Safety Margin : 6.303 150 140 130 — p120 R110 E100 Cl S 90 -.--.-. ( —e---- - S80 u 70 -- ___ ____ _____ ______ _______ Uz ________ R60 D3 E 50 - - 30 20 .- -DI- 10. ... ........ _____ 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N - 1.85) &i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 now ulagram Lifeguard Fire Protection Inc. Fenton Carlsbad Research Center - 2nd floor NW 73.2 73.2 73.2 73.2 38.4 31 101 -i 101 T-*S01 -+S02-i S03-i $04_i SOS-i S06-+ S07-i- S08 -.i $09 - 110 73.2 73.2 73.2 73.2 3.7 31.4 97.2 U104- 110 +- U114- U124- 113 62.3 132.6 32.4 201.9 201.9 U13+- 113- U14.(- U154- U164- 201t- 201 164.9 201.9 201.9 92.3 92.3 92.3 92.3 59 7.3 73.8 102-+ 1024 SW-i SII-i 812--), S13-i S14-i S15-i S16-* S17-i S184- S19-. S204- S21i-. 121 92.3 92.3 92.3 92.3 25.9 40.4 108.1 32 1 175 210.8 210.8 U214- 1214- S22- U23+- U244- U25+- 202Tj- 202 140.1 210.8 210.8 80.5 80.5 80.5 80.5 10.3 59.8 130.8 204.7 204.7 103-i 103T+ S23-i $24-i S25-i S26-i S27-i S28-, S29-i S30+- S31+- S32(- S33+- S344- S35+- S36+- U37+- 203T(- 203 t 80.5 80.5 805 45.3 24.7 95 167.4 204.7 204.7 I 246 I 111.7 111.7 111.7 111.7 45.1 21.1 87.4 104-i 104Ti $37-i $38-i 539-i S40-i $41-i 542-i 543-i $44-i $454- 5464- S47+- 5484- 148 111.7 111.7 111.7 78.2 12 54.2 121 31.4 186.6 222 222 U484- 148+- $49- S50+- S51+- U52i- 204- 204 152.4 222 222 Page 3 Date 8/22/07 a 72.4 72.4 72.4 72.4 72.4 34.7 40.7 116.4 194.4 194.4 lOS-i 105T-* 552-i S53-i S54-i S55-i S56-i $57-i S58-i S59-i S60-i S61*- S82+- S63+- S64+- S65E- $664- S674- S684- 205k.- 205 1' 72.4 72.4 72.4 72.4 72.4 3 78.4 155 194.4 194.4 I 430.1 I 106.7 106.7 1O6-1O6-206-2O6 1' 106.7 I 323.5 I 110.7 110.7 107+- 107- 20fl- 207 f 110.7 I 212.8 I 212.8 I 96.4 96.4 1084- 1004- 2084- 208 t 96.4 I 116,4 I 116.4 I 116.4 11614 1094- 1091-. 2094- 209 116.4 73.2 246 430.1 1212.8 101+- 102+- 103+- 104+- 105 +- 1064- 1014- 108 +- 109 165.6 357.7 323.5 116.4 201.9 617.4 1033.8 323.5 116.4 201 i- 202 4- 2034- 2044- 2054- 206 4- 298-i 207-i 208-, 209 412.7 839.4 1140.4 212.8 1463.9 1463.9 1983.9 298+- 2994- TORE- 80F4- UGh- 11024- TEST 1463.9 1463.9 1963.9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Lifeguard Fire Protection Inc. Page 4 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Fitting Legend Abbrev. Name % % 1 1% .1 2 2Y2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T 90 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary DiameterUnits Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-'ressure / hOW summary - i Al'4UAlU Lifeguard Fire Protection Inc. Page 5 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 101 26.0 11.72 na IOIT 27.0 11.01 na SOI 27.0 10.66 na S02 27.0 10.51 na S03 27.0 10.35 na SO4 27.0 10.19 na S05 27.0 . 9.96 na S06 27.0 9.8 na S07 27.0 11.2 9.64 na 34.78 0.33 100 7.0 S08 27.0 11.2 9.6 na 34.7 0.33 100 7.0 S09 27.0 11.2 9.6 na 34.7 0.33 100 7.0 UIO 27.0 11.2 7.84 na 31.35 0.33 95 7.0 110 27.0 9.63 na Ull 27.0 11.2 9.7 na 34.88 0.33 100 7.0 U12 27.0 11.2 9.98 na 35.38 0.33 100 7.0 U13 27.0 11.2 8.35 na 32.36 0.33 95 7.0 113 27.0 10.25 na U14 27.0 11.2 10.87 na 36.92 0.33 100 7.0 U15 27.0 11.79 na U16 27.0 12.69 na 2011 27.0 19.57 na 102 26.0 11.77 na 102T 27.0 10.9 na SIO 27.0 10.37 na SII 27.0 10.14 na S12 27.0 9.9 na S13 27.0 9.67 na 814 27.0 9.33 na S15 27.0 9.09 na S16 27.0 11.2 . 8.86 na 33.33 0.33 100 7.0 S17 27.0 11.2 8.76 na 33.16 0.33 100 7.0 S18 27.0 11.2 8.74 na 33.12 0.33 100 7.0 S19 27.0 11.2 8.75 na 33.12 0.33 100 7.0 S20 27.0 11.2 8.91 na 33.43 0.33 100 7.0 S21 27.0 11.2 9.38 na 34.3 0.33 100 7.0 U21 27.0 11.2 8.16 na 31.99 0.33 66 7.0 121 27.0 9.41 na S22 27.0 11.2 9.68 na 34.85 0.33 100 7.0 U23 27.0 11.2. 10.25 na 35.85 0.33 100 7.0 U24 27.0 11.21 na U25 27.0 12.17 na 2021 27.0 19.43 na 103 26.0 11.97 na 1031 27.0 11.21 na S23 27.0 10.8 na S24 27.0 10.62 na S25 27.0 10.45 na S26 27.0 10.28 na S27 27.0 10.03 na S28 27.0 11.2 9.84 na 35.14 0.33 100 7.0 S29 27.0 11.2 9.78 na 35.03 0.33 100 7.0 S30 27.0 11.2 9.78 na 35.03 0.33 100 7.0 S31 27.0 11.2 9.8 na 35.06 0.33 100 7.0 S32 27.0 11.2 9.88 na 35.2 0.33 100 7.0 S33 27.0 11.2 10.24 na 35.84 0.33 100 7.0 S34 27.0 11.2 10.65 na 36.54 0.33 100 7.0 S35 27.0 11.2 11.12 na 37.35 0.33 100 7.0 S36 27.0 12.0 na U37 27.0 12.9 na 2031 27.0 19.58 na 104 26.0 12.4 na 1041 27.0 11.36 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-low ummary - ianuaru Lifeguard Fire Protection Inc. Page 6 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. S37 27.0 10.63 na S38 27.0 10.3 na S39 27.0 10.01 na S40 27.0 9.69 na S41 27.0 9.26 na S42 27.0 11.2 8.92 na 33.46 0.33 100 7.0 S43 27.0 11.2 8.78 na 33.18 0.33 100 7.0 S44 27.0 11.2 8.73 na 33.08 .0.33 100 7.0 S45 27.0 11.2 8.72 na 33.08 0.33 100 7.0 S46 27.0 11.2 8.73 na 33.1 0.33 100 7.0 S47 27.0 11.2 8.78 na 33.19 0.33 100 7.0 S48 27.0 11.2 9.01 na 33.62 0.33 100 7.0 U48 27.0 11.2 7.86 na 31.4 0.33 88 7.0 148 27.0 9.03 na S49 27.0 11.2 9.34 na 34.23 0.33 100 7.0 S50 27.0 11.2 9.95 na 35.32 0.33 100 7.0 S51 27.0 10.92 na U52 27.0 11.94 na 2041 27.0 19.38 na 105 26.0 13.34 na 1051 27.0 12.63 na S52 27.0 12.36 na S53 27.0 12.25 na SM 27.0 12.08 na S55 27.0 11.96 na S56 27.0 11.85 na S57 27.0 11.68 na S58 27.0 11.57 na S59 27.0 11.46 na S60 27.0 11.2 11.36 na 37.75 0.33 100 7.0 S61 27.0 11.2 11.32 na 37.68 0.33 100 7.0 862 27.0 11.2 11.32 na 37.68 0.33 100 7.0 S63 27.0 11.2 11.36 na 37.74 0.33 100 7.0 SM 27.0 11.2 11.48 na 37.95 0.33 100 7.0 S65 27.0 11.2 11.91 na 38.65 0.33 100 7.0 S66 27.0 11.2 12.36 na 39.38 0.33 100 7.0 S67 27.0 . 13.05 na S68 27.0 . 14.14 na 205T 27.0 20.05 na 108 26.0 15.01 na 106T 27.0 15.14 na 2061 27.0 21.55 na 107 26.0 15.91 na 107T 27.0 16.08 na 207T . 27.0 23.05 na 108 26.0 16.37 na 108T 27.0 16.4 na 208T 27.0 23.17 na 109 26.0 16.51 na 109T 27.0 16.74 na 209T 27.0 22.96 na 201 26.0 21.84 na 202 26.0 21.85 na 203 26.0 21.9 na 204 26.0 22.0 na 205 26.0 22.19 na 206 26.0 22.55 na 298 26.0 24.22 na 207 26.0 24.08 na 208 26.0 24.07 na 299 26.0 27.51 na TOR 12.0 34.37 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-low summary - tanoara Lifeguard Fire Protection Inc. Page 7 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BOR 0.0 42.9 na UGI 0.0 49.85 na 500.0 UG2 0.0 59.57 na TEST -5.0 64.04 na The maximum velocity is 15.94 and it occurs in the pipe between nodes 105 and 106 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rina, LaIcuIauons - riazen-vviiiiams Lifeguard Fire Protection Inc. Page 8 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22107 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. NC', or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 101 -73.22 2.709 IT 18.853 1.000 11.723 to 120 0.0 18.853 -0.433 101T -73.22 -0.0142 0.0 19.853 -0.281 Vel = 4.08 101T 0.0 2.709 IT 18.853 6.000 11.009 to 120 0.0 18.853 0.0 SQl -73.22 -0.0141 0.0 24.853 -0.351 Vel = 4.08 Sal 0.0 2.709 0.0 10.670 10.658 to. 120 0.0 0.0 0.0 S02 -73.22 -0.0142 0.0 10.670 -0.151 Vel = 4.08 S02 0.0 2.709 0.0 11.250 10.507 to 120 0.0 0.0 0.0 803 -73.22 -0.0141 0.0 11.250 -0.159 Vel = 4.08 S03 0.0 2.709 0.0 11.250 10.348 to 120 00 0.0 0.0 SO4 -73.22 -0.0141 0.0 11.250 -0.159 VeI= 4.08 SO4 0.0 2.709 IF 4.713 11.500 10.189 to 120 • 0.0 4.713 0.0 S05 -73.22 -0.0141 0.0 16.213 -0.229 Vel = 4.08 S05 0.0 2.709 0.0 11.000 9.960 to 120 0.0 0.0 0.0 S06 -73.22 -0.0142 0.0 11.000 -0.156 Vel = 4.08 S06 0.0 2.709 0.0 11.330 9.804 to 120 0.0 0.0 0.0 S07 -73.22 -0.0141 0.0 11.330 -0.160 Vel = 4.08 807 34.78 2.709 0.0 10.000 9.644 K Factor= 11.20 to 120 0.0 0.0 0.0 808 -38.44 -0.0043 0.0 10.000 -0.043 Vel = 2.14 808 34.71 2.709 0.0 10.000 9.601 K Factor= 11.20 to 120 0.0 0.0 0.0 S09 -3.73 0.0 0.0 10.000 0.0 Vel = 0.21 S09 34.70 2.709 0.0 9.670 9.601 KFactor= 11.20 to 120 0.0 0.0 0.0 110 .30.97 0.0028 0.0 9.670 0.027 Vet = 1.72 0.0 30.97 9.628 K Factor = 9.98 UIO 31.35 1.049 IT 5.0 1.000 7.835 K Factor = 11.20 to 120 0.0 5.000 0.0 110 31.35 0.2988 0.0 6.000 1.793 Vel = 11.64 110 30.97 2.709 0.0 6.500 9.628 to 120 . 0.0 0.0 0.0 Ull 62.32 0.0106 0.0 6.500 0.069 Vel = 3.47 Ull 34.88 2.709 IF 4.713 7.000 9.697 . K Factor= 11.20 to 120 0.0 4.713 0.0 U12 97.2 0.0238 0.0 11.713 0.279 Vel= 5.41 U12 35.37 2.709 0.0 6.500 9.976 KFactor= 11.20 to 120 0.0 0.0 0.0 113 132.57 0.0425 0.0 6.500 0.276 Vel = 7.38 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai t.1aicuauon5 - OtUllUdlU Lifeguard Fire Protection Inc. Page 9 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cu or Ftng's Pe Pv ******* Notes Point .Qt Pf/Ft Eqv. Ln. Total Pf Pn 132.57 10.252 KFactor= 41.40 U13 32.36 1.049 IT 5.0 1.000 8.350 K Factor = 11.20 to 120 0.0 5.000 0.0 113 32.36 0.3170 0.0 6.000 1.902 Vel = 12.01 113 132.58 2.709 0.0 9.670 10.252 to 120 0.0 0.0 0.0 U14 164.94 0.0635 0.0 9.670 0.614 Vel= 9.18 U14 36.92 2.709 0.0 10.000 10.866 K Factor = 11.20 to 120 0.0 0.0 0.0 U15 201.86 0.0923 0.0 10.000 0.923 . Vel = 11.24 U15 0.0 2.709 0.0 9.750 11.789 to 120 0.0 0.0 0.0 U16 201.86 0.0923 0.0 9.750 0.900 Vel = 11.24 U16 0.0 2.709 IF 4.713 51.000 12.689 to 120 IT 18.853 23.566 0.0 201T 201.86 0.0923 0.0 74.566 6.882 Vel = 11.24 201T 0.0 2.709 IT 18.853 1.000 19.571 to 120 0.0 18.853 0.433 201 201.86 0.0923 0.0 19.853 1.833 Vel = 11.24 0.0 201.86 21.837 K Factor =.43.20 102 -92.34 2.709 IT 18.853 1.000 11.769 to 120 0.0 18.853 -0.433 102T -92.34 -0.0218 0.0 19.853 -0.432 Vel= 5.14 102T 0.0 2.709 IT 18.853 5.830 10.904 to 120 0.0 18.853 0.0 SIO -92.34 -0.0217 0.0 24.683 -0.536 Vel = 5.14 SIO 0.0 2.709 0.0 10.670 10.368 to 120 0.0 0.0 0.0 Sill -92.34 -0.0217 0.0 10.670 -0.232 VeI= 5.14 SII 0.0 2.709 0.0 11.080 10.136 to 120 0.0 0.0 0.0 S12 -92.34 -0.0217 0.0 11.080 -0.240 Vel = 5.14 S12 0.0 2.709 0.0 10.500 9.896 to 120 0.0 0.0 0.0 S13 -92.34 -0.0217 0.0 10.500 -0.228 Vel = 5.14 S13 0.0 2.709 IF 4.713 11.000 9.668 to 120 0.0 4.713 0.0 S14 -92.34 -0.0218 0.0 15.713 -0.342 Vel = 5.14. S14 0.0 2.709 0.0 11.000 9.326 to 120 0.0 0.0 0.0 515 -92.34 -0.0217 0.0 11.000 -0.239 VeI= 5.14 S15 0.0 2.709 0.0 10.670 9.087 to 120 0.0 0.0 0.0 S16 -92.34 -0.0216 0.0 10.670 -0.231 Vel = 5.14 S16 33.33 2.709 0.0 9.670 8.856 K Factor = 11.20 to 120 0.0 0.0 0.0 S17 -59.01 -0.0095 0.0 9.670 -0.092 Vel = 3.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-inal uaicuiations - tanaara Lifeguard Fire Protection Inc. Page 10 Fenton Carlsbad Research Center- 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S17 33.15 2.709 0.0 9.580 8.764 K Factor= 11.20 to 120 0.0 0.0 0.0 S18 -25.86 -0.0021 0.0 9.580 -0.020 Vel = 1.44 S18 33.12 2.709 0.0 9.000 8.744 K Factor = 11.20 to 120 0.0 0.0 0.0 S19 7.26 0.0002 0.0 9.000 0.002 Vel = 0.40 S19 33.12 2.709 IF 4.713 11.500 8.746 K Factor = 11.20 to 120 21 18.853 23.566 0.0 S20 40.38 0.0047 0.0 35.066 0.165 Vel = 2.25 S20 33.44 2.709 21 18.853 9.000 8.911 K Factor = 11.20 to 120 IF 4.713 23.566 0.0 S21 73.82 0.0143 0.0 32.566 0.467 Vel = 4.11 821 34.30 2.709 0.0 1.000 9.378 K Factor= 11.20 to 120 0.0 0.0 0.0 121 108.12 0.0290 0.0 1.000 0.029 Vel= 6.02 0.0 108.12 9.407 K Factor= 35.25 U21 31.99 1.38 1 3.0 6.330 8.157 K Factor = 11.20 to 120 IT 6.0 9.000 0.0 121 31.99 0.0815 0.0 15.330 1.250 VeI= 6.86 121 108.11 2.709 0.0 5.830 9.407 to 120 0.0 0.0 0.0 S22 140.1 0.0470 0.0 5.830 0.274 Vel = 7.80 S22 34.85 2.709 0.0 8.000 9.681 K Factor= 11.20 to 120 0.0 0.0 0.0 U23 174.95 0.0709 0.0 8.000 0.567 Vel = 9.74 U23 35.86 2.709 0.0 9.580 10.248 K Factor= 11.20 to 120 0.0 0.0 0.0 U24 210.81 0.1000 0.0 9.580 0.958 VeI= 11.73 U24 0.0 2.709 0.0 9.670 11.206 to 120 0.0 0.0 0.0 U25 210.81 0.1000 0.0 9.670 0.967 Vel= 11.73 U25 0.0 2.709 IF 4.713 49.000 12.173 to 120 IT 18.853 23.566 0.0 202T 210.81 0.1000 0.0 72.566 7.258 VeI= 11.73 202T 0.0 2.709 IT 18.853 1.000 19.431 to 120 0.0 18.853 0.433 202 210.81 0.1000 0.0 19.853 1.986 Vel= 11.73 0.0 210.81 21.850 KFactor= 45.10 103 -80.45 2.709 IT 18.853 1.000 11.975 to 120 0.0 18.853 -0.433 103T -80.45 -0.0169 0.0 19.853 -0.335 Vel = 4.48 103T 0.0 2.709 IT 18.853 5.170 11.207 to 120 0.0 18.853 0.0 S23 -80.45 -0.0168 0.0 24.023 -0.404 Vel = 4.48 S23 0.0 2.709 0.0 10.670 10.803 to 120 0.0 0.0 0.0 S24 -80.45 -0.0169 0.0 10.670 -0.180 Vel = 4.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 inai uaicuiations - tanaara Lifeguard Fire Protection Inc. Page 11 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S24 0.0 2.709 0.0 10.170 10.623 to 120 0.0 0.0 0.0 S25 -80.45 -0.0168 0.0 10.170 -0.171 Vel = 4.48 S25 0.0 2.709 0.0 10.500 10.452 to 120 0.0 0.0 0.0 S26 -80.45 -0.0168 0.0 10.500 -0.176 Vel = 4.48 S26 0.0 2.709 IF 4.713 10.000 10.276 to 120 0.0 4.713 0.0 S27 -80.45 -0.0169 0.0 14.713 -0.248 Vel = 4.48 S27 0.0 2.709 0.0 11.080 10.028 to 120 0.0 0.0 0.0 S28 -80.45 -0.0169 0.0 11.080 -0.187 Vel = 4.48 S28 35.13 2.709 0.0 9.830 9.841 K Factor= 11.20 to 120 0.0 0.0 0.0 S29 -45.32 -0.0058 0.0 9.830 -0.057 Vel = 2.52 S29 35.03 2.709 0.0 9.500 9.784 K Factor = 11.20 to 120 0.0 0.0 0.0 S30 -10.29 -0.0003 0.0 9.500 -0.003 Vel = 0.57 S30 35.03 2.709 0.0 9.250 9.781 K Factor= 11.20 to 120 0.0 0.0 0.0 S31 24.74 0.0018 0.0 9.250 0.017 Vel = 1.38 S31 35.06 2.709 0.0 8.420 9.798 K Factor= 11.20 to 120 0.0 0.0 0.0 S32 59.8 0.0097 0.0 8.420 0.082 Vel = 3.33 S32 35.20 2.709 IF 4.713 11.000 9.880 KFactor= 11.20 to 120 0.0 4.713 0.0 S33 95.0 0.0229 0.0 15.713 0.360 Vel = 5.29 S33 35.84 2.709 0.0 9.830 10.240 K Factor= 11.20 to 120 0.0 0.0 0.0 S34 130.84 0.0413 0.0 9.830 0.406 Vel = 7.28 S34 36.55 2.709 0.0 7.250 10.646 K Factor= 11.20 to 120 0.0 0.0 0.0 S35 167.39 0.0654 0.0 7.250 0.474 Vel = 9.32 S35 37.35 2.709 0.0 9.250 11.120 K Factor = 11.20 to 120 0.0 0.0 0.0 S36 204.74 0.0947 0.0 9.250 0.876 Vel = 11.40 S36 0.0 2.709 0.0 9.500 11.996 to 120 0.0 0.0 0.0 U37 204.74 0.0947. 0.0 9.500 0.900 Vel = 11.40 U37 0.0 2.709 IF 4.713 47.000 12.896 to 120 IT 18.853 23.566 0.0 203T 204.74 0.0947 0.0 70.566 6.686 Vel = 11.40 203T 0.0 2.709 IT 18.853 1.000 19.582 to 120 0.0 18.853 0.433 203 204.74 0.0948 0.0 19.853 1.882 Vel = 11.40 0.0 204.74 21.897 K Factor= 43.75 104 -111.70 2.709 IT 18.853 1.000 12.403 to 120 0.0 18.853 -0.433 104T -111.7 -0.0309 0.0 19.853 -0.613 Vel= 6.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-inai taicuiations - tanuaw Lifeguard Fire Protection Inc. Page 12 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'IC" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 104T 0.0 2.709 iT 18.853 4.750 11.357 to 120 0.0 18.853 0.0 S37 -111.7 -0.0309 0.0 23.603 -0.729 Vel= 6.22 S37 0.0 2.709 0.0 10.670 10.628 to 120 0.0 0.0 0.0 S38 -111.7 -0.0309 0.0 10.670 -0.330 Vel = 6.22 S38 0.0 2.709 0.0 9.330 10.298 to 120 0.0 0.0 0.0 S39 -111.7 -0.0309 0.0 9.330 -0.288 VeI= 6.22 S39 0.0 2.709 0.0 10.500 10.010 to 120 0.0 0.0 0.0 S40 -111.7 -0.0309 0.0 10.500 -0.324 Vel= 6.22 S40 0.0 2.709 IF 4.713 9.000 9.686 to 120 0.0 4.713 0.0 S41 -111.7 -0.0309 0.0 13.713 -0.424 Vel = 6.22 S41 0.0 2.709 0.0 11.000 9.262 to 120 0.0 0.0 0.0 S42 -111.7 -0.0308 0.0 11.000 -0.339 Vel= 6.22 S42 33.46 2.709 0.0 9.000 8.923 K Factor = 11.20 to 120 0.0 0.0 0.0 S43 -78.24 -0.0160 0.0 9.000 -0.144 Vel = 4.36 S43 33.18 2.709 0.0 9.250 8.779 K Factor= 11.20 to 120 0.0 0.0 0.0 S44 -45.06 -0.0057 0.0 9.250 -0.053 Vel = 2.51 S44 33.09 2.709 0.0 9.000 8.726 K Factor = 11.20 to 120 0.0 0.0 0.0 S45 -11.97 -0.0006 0.0 9.000 -0.005 Vel = 0.67 S45 33.07 2.709 0.0 7.830 8.721 K Factor = 11.20 to 120 0.0 0.0 0.0 S46 21.1 0.0014 0.0 7.830 0.011 Vel = 1.17 S46 33.10 2.709 0.0 6.000 8.732 K Factor= 11.20 to 120 0.0 0.0 0.0 S47 54.2 0.0082 0.0 6.000 0.049 Vel = 3.02 S47 33.19 2.709 IF 4.713 7.000 8.781 K Factor = 11.20 to 120 0.0 4.713 0.0 S48 87.39 00196 0.0 11.713 0.230 Vel= 4.86 S48 33.62 2.709 0.0 0.420 9.011 K Factor = 11.20 to 120 0.0 0.0 0.0 148 121.01 0.0357 0.0 0.420 0.015 Veit 6.74 0.0 121.01 9.026 K Factor = 40.28 U48 31.40 1.38 1 3.0 5.750 7.862 K Factor= 11.20 to 120 IT 6.0 9.000 0.0 148 31.4 0.0789 0.0 14.750 1.164 Vel = 6.74 148 121.01 2.709 0.0 5.750 9.026 to 120 0.0 0.0 0.0 849 152.41 0.0548 0.0 5.750 0.315 Vel = 8.48 S49 34.23 2.709 0.0 7.580 9.341 K Factor = 11.20 to 120 0.0 0.0 0.0 S50 186.64 0.0798 0.0 7.580 0.605 Vel = 10.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final uaicuiations - tanuaru Lifeguard Fire Protection Inc. Page 13 Fenton Carlsbad Research Center- 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 850 35.32 2.709 0.0 8.830 9.946 K Factor = 11.20 to 120 0.0 0.0 0.0 S51 221.96 0.1101 0.0 8.830 0.972 Vel= 12.36 S51 0.0 2.709 0.0 9.330 10.918 to 120 0.0 0.0 0.0 U52 221.96 0.1100 0.0 9.330 1.026 Vel = 12.36 U52 0.0 2.709 IF 4.713 44.000 11.944 to 120 IT 18.853 23.566 0.0 204T 221.96 0.1100 0.0 67.566 7.435 VeI= 12.36 204T 0.0 2.709 iT 18.853 1.000 19.379 to 120 0.0 18.853 0.433 204 221.96 0.1100 0.0 19.853 2.184 VeI= 12.36 0.0 221.96 21.996 KFactor= 47.33 105 -72.44 2.709 IT 18.853 1.000 13.342 to 120 0.0 18.853 -0.433 1051 -72.44 -0.0139 0.0 19.853 -0.275 Vel = 4.03 1051 0.0 2.709 IT 18.853 1.170 12.634 to 120 0.0 18.853 0.0 S52 -72.44 -0.0139 0.0 20.023 -0.278 Vel = 4.03 852 0.0 2.709 0.0 7.500 12.356 to 120 0.0 0.0 0.0 S53 -72.44 -0.0139 0.0 7.500 -0.104 Vel = 4.03 S53 0.0 2.709 IF 4.713 8.000 12.252 to 120 0.0 4.713 0.0 854 -72.44 -0.0138 0.0 12.713 -0.176 Vel = 4.03 SM 0.0 2.709 0.0 8.000 12.076 to 120 0.0 0.0 0.0 S55 -72.44 -0.0139 0.0 8.000 -0.111 Vel = 4.03 S55 0.0 2.709 0.0 8.000 11.965 to 120 0.0 0.0 0.0 S56 -72.44 -0.0139 0.0 8.000 -0.111 Vel = 4.03 S56 0.0 2.709 IF 4.713 8.000 11.854 to 120 0.0 4.713 0.0 S57 -72.44 -0.0138 0.0 12.713 -0.176 Vel = 4.03 857 0.0 2.709 0.0 8.000 11.678 to 120 0.0 0.0 0.0 S58 -72.44 -0.0139 0.0 8.000 -0.111 Vel = 4.03 S58 0.0 2.709 0.0 8.000 11.567 to 120 0.0 0.0 0.0 S59 -72.44 -0.0139 0.0 8.000 -0.111 Vel= 4.03 S59 0.0 2.709 0.0 7.000 11.456 to 120 0.0 0.0 0.0 S60 -72.44 -0.0139 0.0 7.000 -0.097 Vel = 4.03 S60 37.75 2.709 1 4.713 7.000 11.359 KFactor 11.20 to 120 0.0 4.713 0.0 S61 -34.69 -0.0036 0.0 11.713 -0.042 Vet = 1.93 S61 37.68 2.709 0.0 7.000 11.317 K Factor = 11.20 to 120 0.0 0.0 0.0 S62 2.99 0.0001 0.0 7.000 0.001 Vet = 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I II II .Jcafl.MaRALIJI I.J '.#IAI Lifeguard Fire Protection Inc. Page 14 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes **** Point at Pf/Ft Eqv. Ln. Total Pf Pn S62 37.68 2.709 0.0 8.000 11.318 K Factor= 11.20 to 120 0.0 0.0 0.0 S63 40.67 0.0048 0.0 8.000 0.038 Vel = 2.26 S63 37.74 2.709 0.0 8.000 11.356 K Factor= 11.20 to 120 0.0 0.0 0.0 864 78.41 0.0160 0.0 8.000 0.128 Vel = 4.36 864 37.95 2.709 IF 4.713 8.000 11.484 K Factor= 11.20 to 120 0.0 4.713 0.0 S65 116.36 0.0334 0.0 12.713 0.424 Vel = 6.48 S65 38.65 2.709 0.0 8.000 11.908 K Factor= 11.20 to 120 0.0 0.0 0.0 866 155.01 0.0566 0.0 8.000 0.453 Vel = 8.63 S66 39.38 2.709 0.0 8.000 12.361 K Factor = 11.20 to 120 0.0 0.0 0.0 S67 194.39 0.0860 0.0 8.000 0.688 Vel = 10.82 S67 0.0 2.709 IF 4.713 8.000 13.049 to 120 0.0 4.713 0.0 S68 194.39 0.0861 0.0 12.713 1.095 Vel = 10.82 S68 0.0 2.709 IF 4.713 45.000 14.144 to 120 IT 18.853 23.566 0.0 205T 194.39 0.0861 0.0 68.566, 5.902 Vel = 10.82 205T 0.0 2.709 IT 18.853 1.000 20.046 to 120 0.0 18.853 0.433 205 194.39 0.0861 0.0 19.853 1.709 Vel = 10.82 0.0 194.39 22.188 KFactor= 41.27 106 106.67 2.709 IT 18.853 1.000 15.009 to 120 6.0 18.853 -0.433 106T 106.67 0.0284 0.0 19.8530563 Vel= 5.94 106T 0.0 2.709 2T .37.706 160.000 15.139 to 120 6F 28.28 65.986 0.0 206T 106.67 0.0284 0.0 225.986 6.410 Vel = 5.94 206T 0.0 2.709 IT 18.853 1.000 21.549 to 120 00 18.853 0.433 206 106.67 0.0284 0.0 19.853 0.563 Vel = 5.94 0.0 106.67 22.545 K Factor= 22.47 107 110.69 2.709 IT 18.853 1.000 15.912 to 120 0.0 18.853 -0.433 biT 110.69 0.0303 0.0 19.853 0.602 Vel = 6.16 107T 0.0 2.709 2T 37.706 154.000 16.081 to 120 4F 18.853 75.412 0.0 207T 110.69 0.0304 21 18.853 229.412 6.968 Vel= 6.16 207T 0.0 2.709 IT 18.853 1.000 23.049 to 120 0.0 18.853 0.433 207 110.69 0.0304 0.0 19.853 0.603 Vel = 6.16 0.0 110.69 24.085 KFactor= 22.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-Inal aicuiaiions - tanoara Lifeguard Fire Protection Inc. Fenton Carlsbad Research Center - 2nd floor NW Page 15 Date 8/22/07 Hyd. Oa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftngs Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 108 96.36 2.709 IT 18.853 1.000 16.365 to 120 0.0 18.853 -0.433 108T 96.36 0.0235 0.0 19.853 0.467 Vel = 5.36 108T 0.0 2.709 4T 75.413 156.000 16.399 to 120 4F 18.853 131.971 0.0 208T 96.36 0.0235 41 37.706 287.971 6.767 Vel = 5.36 208T 0.0 2.709 IT 18.853 1.000 23.166 to 120 0.0 18.853 0.433 208 96.36 0.0235 0.0 19.853 0.467 Vel = 5.36 0.0 96.36 24.066 K Factor= 19.64 109 116.43 2.709 IT 18.853 1.000 16.514 to 120 0.0 18.853 -0.433 109T 116.43 0.0333 0.0 19.853 0.662 Vel = 6.48 109T 0.0 2.709 2T 37.706 130.000 16.743 to 120 4F 18.853 56.559 0.0 209T 116.43 0.0333 0.0 186.559 6.221 Vel = 6.48 209T 0.0 2.709 IT 18.853 1.000 22.964 to 120 0.0 18.853 11.694 209 116.43 0.0333 0.0 19.853 0.662 VeI= 6.48 0.0 116.43 35.320 K Factor= 19.59 101 73.22 3.32 0.0 8.670 11.723 to 120 0.0 0.0 0.0 102 7322 0.0053 0.0 8.670 0.046 Vel = 2.71 102 92.34 3.32 0.0 8.670 11.769 to 120 0.0 0.0 0.0 103 165.56 0.0238 0.0 8.670 .0.206 VeI= 6.14 103 80.46 3.32 0.0 8.670 11.975 to 120 0.0 0.0 0.0 104 246.02 0.0494 0.0 8.670 0.428 Vel= 9.12 104 111.69 3.32 0.0 9.500 12.403 to . 120 0.0 0.0 0.0 105 357.71 0.0988 0.0 9.500 0.939 Vel = 13.26 105 72.44 3.32 0.0 12.000 13.342 to 120 0.0 0.0 0.0 106 430.15 0.1389 0.0 12.000 1.667 Vel= 15.94 106 -106.67 3.32 0.0 11.000 15.009 to 120 0.0 0.0 0.0 ......323.48 0.0821 0.0 11.000 0.903 . Vel = 11.99 107 -110.69 3.32 0.0 . 12.000 15.912 to 120 0.0 0.0 0.0 108 212.79 0.0378 0.0 12.000 0.453 Vel = 7.89 108 -96.36 3.32 0.0 12.000 16.365 to 120 0.0 0.0 0.0 109 116.43 0.0124 0.0 12.000 0.149 Vel = 4.31 0.0 116.43 16.514 KFactor= 28.65 Computer Programs by Hydratéc Inc. Route 111 Windham N.H. USA 03087 Notes Final eaicuiations - tanaara Lifeguard Fire Protection Inc. Page 16 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 201 201.86 6.357 0.0 8.670 21.837 - - to 120 0.0 0.0 0.0 202 201.86 0.0015 0.0 8.670 0.013 Vel = 2.04 202 210.80 6.357 0.0 8.670 21.850 to 120 0.0 0.0 0.0 203 412.66 0.0054 0.0 8.670 0.047 Vel = 4.17 203 204.74 6.357 0.0 8.670 21.897 to 120 0.0 0.0, 0.0 204 617.4 0.0114 0.0 8.670 0.099 Vel = 6.24 204 221.96 6.357 0.0 9.500 21.996 to 120 0.0 0.0 0.0 205 839.36 0.0202 0.0 9.500 0.192 Vel = 8.48 205 194.39 6.357 0.0 12.000 22.188 to 120 0.0 0.0 0.0 206 1033.75 0.0298 0.0 12.000 '0.357 Vel = 10.45 206 106.67 6.357 IT 37.72 9.250 22.545 to 120 0.0 37.720 0.0 298 1140.42 0.0357 0.0 46.970 1.676 Vel = 11.53 298 -1463.90 6.357 IT 37.72 1.500 24.221 to 120 0.0 37.720 0.0 207 -323.48 -0.0035 0.0 39.220 -0.136 Vel = 3.27 207 110.69 6.357 0.0 12.000 24.085 to 120 0.0 0.0 0.0 208 -212.79 -0.0016 0.0 12.000 -0.019 Vel = 2.15 208 96.36 6.357 0.0 12.000 24.066 to 120 0.0 0.0 11.261 209 -116.43 -0.0006 0.0 12.000 -0.007 Vel= 1.18 0.0 -116.43 35.320 K Factor =-I9.59 298 1463.90 6.357 21 25.147 33.000 24.221 to 120 0.0 25.147 0.0 299 1463.9 0.0566 0.0 58.147 3.293 Vel = 14.80 299 0.0 6.357 0.0 14.000 27.514 to 120 0.0 0.0 6.063 TOR 1463.9 0.0566 0.0 14.000 0.793 Val = 14.80 TOR 0.0, 6.357 lFsp 0.0 16.000 34.370 to 120 21 25.147 25.147 6.197 Fixed loss I BOR 1463.9 0.0566 , 0.0 41.147 2.330 Vel = 14.80 BOR 0.0 7.98 2F 27.183 105.000 42.897 to 150 4E 108.73 194.808 3.237 * Fixed loss = 3.237 UG1 , 1463.9 0.0124 IG 6.041 299.808 3.713 Vel = 9.39 IT 52.855 IZaf ' 0.0 UGI 500.00 7.98 IG 6.041 450.000 49.847 Oa = 500 to 150 0.0 6.040 0.0 UG2 1963.9 0.0213 0.0 456.040 9.725 Vel = 12.60 UG2 0.0 11.2 IT 66.446 350.000 59.572 to 150 4G 26.578 212.628 2.166 TEST 1963.9 0.0041 4E 119.603 562.628 2.302 Vel = 6.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-inai aicuiaiions - tanoitu Lifeguard Fire Protection Inc. Page 17 Fenton Carlsbad Research Center - 2nd floor NW Date 8122107 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 1963.90 64.040 K Factor = 245.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 It These plans have h en reviewed fot apparent ci it plialk e sttIi the current a plicahie codes and standards in tic in the jurisdiction The owner or cotitr.tctor MaN till I/c this reviet ti up X111 of an appitcition for a huifitinit pertttlt with the ex.press understanding that this il co in no way relies s the tiwiter or contractor or thitir professional ettittt yr or architect lot sole rcspiinsihtIit for full ci pill pltan it with said codes and staitdatds. includinu he huik un code or lot any responsihilty for dettctettcieserro s. oitiissiiins or itcglicttce in these plaits whether ot not noted lit this revico. tile (/'/ç f(_,1, Reviewer: RECt)MMfjNl) APPR()VAI. + LIFEG- UARB Fire Protection, Inc I) APPROVAL. AS NOTEI) APPROVED BJITTED Lifeguard Fire Protection Inc. 2210 La Mirada Dr. Vista, CA 92081 760-806-9997 ftiET Job Name Fenton Carlsbad Research Center - 2nd floor NW Building Location System Contract Data File : FENTON2 NW.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA Lifeguard Fire Protection Inc. Page Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hydraulic Design Information Sheet Name - Fenton Carlsbad Research Center Date - 8/22/07 Location - Building - System No. - Contractor - Contract No. - Calculated By - Greg Carver Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15' Occupancy - Spec. shell building (medical office) S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ),3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle Density - .33 ( ) Wet Make RELIABLE D Area Per Sprinkler - 96 ( ) Dry Model G XLO E Elevation at Highest Outlet - 27 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.212 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/15/07 Cap. - T Time of Test - 9:47 AN Rated Cap.- Elev.- E Static Press - 100 @ Press - R Residual Press - 95 Elev. - Well Flow - 937 Proof Flow S Elevation - 0 U P Location - 2176 SALK AVE. P L Source of Information - CITY OF CARLSBAD, LIFEGUARD FIRE Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack N Single Row ( ) Converi. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Lifeguard Fire Protection Inc. Page 2 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 City Water Supply: Demand: Cl - Static Pressure : 90 Dl - Elevation : 13.859 C2 - Residual Pressure: 85 D2 - System Flow : 1436.8 C2 - Residual Flow : 937 02 - System Pressure : 63.594 Hose (Adj City) Hose ( Demand) : 500 D3 - System Demand : 1936.8 Safety Margin : 7.248 150 140 130 p120 R11° E10° Cl S90 --------- S80 - - ---------- u 70 -- ___ ____ _____ _______ _______ R 60 - D3° E 50 40 30 2 10 --Dl— N 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r IowL.Iagram Lifeguard Fire Protection Inc. Fenton Carlsbad Research Center - 2nd floor NW 77.1 77.1. 77.1 77.1 7.5 62 01 1-, 101T-+ SOI-, S02-, S03-*. SO4-, SOS-, S06-, $07-, S08+- SOL*- 110 77.1 77.1 77.1 42.3 27.2 31.5 128.7 1)10+- 110+- UII+- U12+- 113 93.5 164.8 33.2 197.9 197.9 1)13*- 113+- 1)14+- (115*- U16*-. 2014- 201 197.9 197.9 197.9 98.4 98.4 98.4 98.4 32 34 100.9 102T-+ SIO.-* SII-, S12-, S13-*. S14-, S15-, S16-+ S17*- S18i- S19*- $20.- S21*- 121 98.4 98.4 98.4 65.1 1 67 136.2 33 205.3 205.3 205.3 1)21+- 1214- S22.- U23+- U24*- U25.- 2027- 202 169.2 205.3 205.3 85.5 85.5 85.5 50.3 19.9 90.2 162.4 200 200 103T, S23-, 524-4 S25-4 S26-, S27-4 S28-4 S29~- S30- S31+- S32*- S33*-. S34*- S35+- S36*- U37+-. 203w- 203 C 85.5 85.5 85.5 15.2 55 125.8 200 200 200 I 261 I 117.3 117.3 117.3 83.5 16.8 49.8 116.8 104-), 104T-+ S37-, S38-, S39-, S40-, S41-., $42-, $43-, S44- S45+- 546+. S47+- S48+- 148 117.3 117.3 117.3 50.1 16.5 83.2 151.1 32.1 218.4 218.4 218.4 (148+- 148+- 549+- SSO+- S51+- (152+- 204j- 204 183.2 218.4 218.4 Page 3 Date 8/22/07 54 54 54 54 54 14.9 63.4 142.3 182.8 182.8 105-, 105T* S52-, S53-, S54.-, SOS-, $66-, S57-, S58-, S59-, SOO-, S61+- S62*- S63*- S64.*- S65+- S66*- 567<- S68+- 2054- 205 C 54 54 54 54 54 24.2 102.6 182.8 182.8 182.8 I 432.3 107.7 107.7 1084-. 100- 206L. 206 t 107.7 I 324.6 I 111.1 111.1 107+-. 107- 207w- 267 C 111.1 I I 213.5 I 213.5 I 96.7 96.1 108+- 108k- 208w- 208 C 96.7 I I 116.8 I 116.8 I 116.8 11618 1094- 109L. 209L. 209 116.8 77.1 261 432.3 213.5 101+- 1024- 103+- 1044-105+- 1064-. 1074- 108+- 109 175.5 378.3 324.8 116.8 197.9 603.3 1004.5 324.6 116.8 201 +- 202 i-. 2034- 204+-- 205+- 206 +- 298-, 207-, 208-, 209 403.3 821.6 1112.2 213.5 1436.8 1436.8 1936.8 2984- 299+- TOR4-. 804- 1)01*- UO2*- TEST 1436.8 1436.8 1936.8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Lifeguard Fire Protection Inc. Page 4 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Fitting Legend Abbrev. Name % % 1 1Y4 11/2 2 2% 3 3'/a 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow I 1 1 1 2 2 3 3 3 4 5 7 9 II 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 I 1 2 2 3 4 5 6 7 8 10 11 13 90'Grvd-Vic Elbow #lO 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / HOW summary - i kINL.'kIu Lifeguard Fire Protection Inc. Page 5 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node Elevation L K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 101 26.0 11.74 na IOIT 27.0 11.0 na SOI 27.0 10.61 na S02 27.0 10.45 na S03 27.0 10.27 na SO4 27.0 10.1 na S05 27.0 9.85 na S06 27.0 11.2 9.68 na 34.84 0.33 100 7.0 S07 27.0 11.2 9.62 na 34.73 0.33 100 7.0 SOB 27.0 11.2 9.62 na .34.73 0.33 100 7.0 S09 27.0 11.2 9.64 na 34.77 0.33 100 7.0 UIO 27.0 11.2 7.93 na 31.53 0.33 95 7.0 110 27.0 9.74 na Ull 27.0 11.2 9.88 na 35.21 0.33 100 7.0 U12 27.0 11.2 10.35 na 36.04 0.33 100 7.0 U13 27.0 11.2 8.77 na 33.18 0.33 95 7.0 113 27.0 . 10.77 na U14 27.0 11.63 na U15 27.0 12.52 na U16 27.0 13.38 na 201T 27.0 20.02 na 102 26.0 11.79 na 102T 27.0 10.88 na S1O 27.0 10.27 na S1I 27.0 10.01 na S12 27.0 9.74 na S13 27.0 9.48 na S14 27.0 9.1 na S15 27.0 11.2 8.83 na 33.29 0.33 .100 7.0 S16 27.0 11.2 8.71 na 33.06 0.33 100 7.0 S17 27.0 11.2 8.68 na 33.0 0.33 100 7.0 SIB 27.0 11.2 8.68 na 33.0 0.33 100 7.0 S19 27.0 11.2 8.71 na 33.06 0.33 100 7.0 S20 27.0 11.2 9.13 na 33.85 0.33 100 7.0 S21 27.0 11.2 9.97 na 35.36 0.33 100 7.0 U21 27.0 11.2 8.69 na 33.01 0.33 66 7.0 121 27.0 10.01 na S22 27.0 11.2 10.4 na 36.12 0.33 100 7.0 U23 27.0 11.16 na U24 27.0 12.07 na U25 . 27.0 13.0 na 202T 27.0 19.91 na 103 26.0 12.02 na 103T 27.0 11.22 na S23 27.0 10.76 na S24 27.0 10.56 na S25 27.0 10.37 na S26 27.0 10.17 na S27 27.0 11.2 9.89 na 35.23 0.33 100 7.0 S28 27.0 11.2 9.82 na 35.09 0.33 100 7.0 S29 27.0 11.2 9.81 na 35.08 0.33 100 7.0 S30 27.0 11.2 9.82 na 35.1 0.33 100 7.0 S31 27.0 11.2 9.9 na 35.24 0.33 100 7.0 S32 27.0 11.2 10.07 na 35.55 0.33 100 7.0 S33 . 27.0 11.2 10.68 na 36.6 0.33 100 7.0 S34 27.0 11.2 11.28 na 37.62 0.33 100 7.0 S35 27.0 11.94 na S36 27.0 12.78 na U37 27.0 13.64 na 203T 27.0 20.04 na 104 26.0 12.5 na I04T 27.0 11.4 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I uow ummary - tanaara Lifeguard Fire Protection Inc. Page 6 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. S37 27.0 10.6 na S38 27.0 10.24 na S39 27.0 9.92 na S40 27.0 9.57 na S41 27.0 11.2 9.1 na 33.79 0.33 100 7.0 S42 27.0 11.2 8.9 na 33.42 0.33 100 7.0 S43 27.0 11.2 8.84 na 33.3 0.33 100 . 7.0 S44 27.0 11.2 8.83 na 33.29 0.33 100 7.0 S45 27.0 11.2 8.84 na . 33.3 0.33 100 7.0- S46 27.0 11.2 8.89 na 33.4 0.33 100 7.0 S47 27.0 11.2 9.0 na 33.6 0.33 100 7.0 S48 27.0 11.2 9.39 na 34.33 0.33 100 7.0 U48 27.0 11.2 8.21 na 32.09 0.33 88 7.0 148 27.0 9.42 na 849 27.0 11.2 9.86 na 35.17 0.33 100 7.0 S50 27.0 10.67 na S51 27.0 11.61 na U52 27.0 12.61 na 2041 27.0 . 19.82 na 105 26.0 13.54 na 1051 27.0 12.95 na S52 27.0 12.79 na S53 27.0 12.73 na SM 27.0 12.62 na 855 27.0 12.56 na 856 27.0 12.5 na 857 27.0 12.39 na S58 27.0 12.33 na S59 27.0 12.26 na S60 27.0 11.2 12.21 na 39.13 0.33 100 7.0 S61 27.0 11.2 12.2 na 39.12 0.33 100 7.0 S62 27.0 11.2 12.21 na 39.14 0.33 100 7.0 S63 27.0 11.2 12.3 na 39.28 0.33 100 7.0 SM 27.0 11.2 12.51 na 39.61 0.33 100 7.0 S65 27.0 11.2 13.12 na 40.57 0.33 100 7.0 S66 27.0 13.74 na 867 27.0 14.35 na S68 27.0 . 15.33 na 205T 27.0 20.6 na 106 26.0 15.22 na 106T 27.0 15.36 na 206T 27.0 21.89 na 107 26.0 16.13 na 107T 27.0 16.31 na 207T 27.0 23.32 na 108 26.0 16.59 na 1081 27.0 16.63 na 208T 27.0 23.44 na 109 26.0 16.74 na 1091 27.0 16.97 na 2091. 27.0 23.24 na 201 26.0 22.22 na 202 26.0 22.23 na 203 26.0 22.28 na 204 26.0 22.37 na 205 26.0 22.56 na 206 26.0 22.9 na 298 26.0 24.5 na 207 26.0 24.36 na 208 26.0 24.34 na 299 26.0 27.68 na TOR 12.0 34.51 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 How summary - tanaara Lifeguard Fire Protection Inc. Fenton Carlsbad Research Center - 2nd floor NW Page 7 Date 8/22/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BOR 0.0 42.95 na UGI 0.0 49.71 na 500.0 UG2 0.0 59.18 na TEST -5.0 63.59 na The maximum velocity is 16.02 and it occurs in the pipe between nodes 105 and 106 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t- inai taicuiauons - riazen-vviiivauis Lifeguard Fire Protection Inc. Page 8 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101 -77.09 2.709 IT 18.853 1.000 11.743 to 120 0.0 18.853 -0.433 101T -77.09 -0.0156 0.0 19.853 -0.309 Vel = 4.29 IOIT 0.0 2.709 IT 18.853 6.000 11.001 to 120 0.0 18.853 0.0 801 -77.09 -0.0155 0.0 24.853 -0.386 Vel = 4.29 801 0.0 2.709 0.0 10.670 10.615 to 120 0.0 0.0 0.0 802 -77.09 -0.0156 0.0 10.670 -0.166 Vel = 4.29 S02 0.0 2.709 0.0 11.250 10.449 to 120 0.0 0.0 0.0 S03 -77.09 -0.0156 0.0 11.250 -0.175 Vel = 4.29 S03 0.0 2.709 0.0 11.250 10.274 to 120 0.0 0.0 0.0 SO4 -77.09 -0.0156 0.0 11.250 -0.175 Vel = 4.29 SO4 0.0 2.709 IF 4.713 11.500 10.099 to 120 0.0 4.713 0.0 S05 -77.09 -0.0156 0.0 16.213 -0.253 Vel = 4.29 S05 0.0 2.709 0.0 11.000 9.846 to 120 0.0 0.0 0.0 S06 -77.09 -0.0155 0.0 11.000 -0.171 Vel = 4.29 806 34.84 2.709 0.0 11.330 9.675 K Factor = 11.20 to 120 0.0 0.0 0.0 S07 -42.25 -0.0051 0.0 11.330 -0.058 Vel = 2.35 807 34.73 2.709 0.0 10.000 9.617 K Factor= 11.20 to 120 0.0 0.0 0.0 S08 -7.52 -0.0002 0.0 10.000 -0.002 Vel = 0.42 S08 34.73 2.709 0.0 10.000 9.615 K Factor = 11.20 to 120 0.0 0.0 0.0 809 27.21 0.0023 0.0 10.000 0.023 Vel = 1.51 $09 34.77 2.709 0.0 9.670 9.638 K Factor = 11.20 to 120 0.0 0.0 0.0 110 61.98 0.0103 0.0 9.670 0.100 Vel = 3.45 0.0 61.98 9.738 K Factor= 19.86 UIO 31.53 1.049 IT 5.0 1.000 7.926 K Factor = 11.20 to 120 . 0.0 5.000 0.0 110 31.53 0.3020 0.0 6.000 1.812 Vel= 11.70 110 61.98 2.709 0.0 6.500 9.738 to 120 0.0 0.0 0.0 Ull 93.51 0.0223 0.0 6.500 0.145 Vel= 5.21 Ull 35.21 2.709 1 4.713 7.000 9.883 K Factor = 11.20 to 120 0.0 4.713 0.0 U12 128.72 0.0401 0.0 11.713 0.470 Vel = 7.17 U12 36.04 2.709 0.0 6.500 10.353 K Factor= 11.20 to 120 0.0 0.0 0.0 113 164.76 0.0634 0.0 6.500 0.412 Vel = 9.17 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 l-lnal,(aiculatlons - tanaara Lifeguard Fire Protection Inc. Page 9 Fenton Carlsbad Research Center - 2nd floor NW Date 8122/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 164.76 10.765 K Factor= 50.22 U13 33.18 1.049 IT 5.0 1.000 8.774 K Factor = 11.20 to 120 0.0 5.000 0.0 113 33.18 0.3318 0.0 6.000 1.991 Vel = 12.32 113 164.76 2.709 0.0 9.670 10.765 to 120 0.0 0.0 0.0 U14 197.94 0.0890 0.0 9.670 0.861 Vel= 11.02 U14 0.0 2.709 0.0 10.000 11.626 to 120 0.0 0.0 0.0 U15 197.94 0.0890 0.0 10.000 0.890 Vel = 11.02 U15 0.0 2.709 0.0 9.750 12.516 to 120 0.0 0.0 0.0 U16 197.94 0.0890 0.0 9.750 0.868 VeI= 11.02 UIG 0.0 2.709 IF 4.713 51.000 13.384 to 120 IT 18.853 23.566 0.0 201T 197.94 0.0890 0.0 74.566 6.637 Vel = 11.02 201T 0.0 2.709 IT 18.853 1.000 20.021 to 120 0.0 18.853 0.433 201 197.94 0.0890 0.0 19.853 1.767 Vel = 11.02 0.0 197.94 22.221 K Factor = 41.99 102 -98.38 2.709 IT 18.853 1.000 11.793 to 120 0.0 18.853 -0.433 102T -98.38 -0.0244 0.0 19.853 -0.485 Vel = 5.48 102T 0.0 2.709 IT 18.853 5.830 10.875 to 120 0.0 18.853 0.0 SIO -98.38 -0.0244 0.0 24.683 -0.603 Vel = 5.48 SIC 0.0 2.709 0.0 10.670 10.272 to 120 0.0 0.0 0.0 SII -98.38 -0.0244 0.0 10.670 -0.260 Vel = 5.48 Sill 0.0 2.709 0.0 11.080 10.012 to 120 0.0 0.0 0.0 S12 -98.38 -0.0245 0.0 11.080 -0.271 Vel = 5.48 S12 0.0 2.709 0.0 10.500 9.741 to 120 0.0 0.0 0.0 S13 -98.38 -0.0244 0.0 10.500 -0.256 Vel- 5.48 S13 0.0 2.709 IF 4.713 11.000 9.485 to 120 0.0 4.713 0.0 814 -98.38 -0.0244 0.0 15.713 -0.384 Vel = 5.48 814 0.0 2.709 0.0 11.000 9.101 to 120 0.0 0.0 0.0 S15 -98.38 -0.0245 0.0 11.000 -0.269 Vel = 5.48 S15 33.28 2.709 0.0 10.670 8.832 K Factor = 11.20 to 120 0.0 0.0 0.0 816 -65.1 -0.0113 0.0 10.670 -0.121 VeI= 3.62 S16 33.06 2.709 0.0 9.670 8.711 K Factor= 11.20 to 120 0.0 0.0 0.0 817 -32.04 -0.0031 0.0 9.670 -0.030 Vel = 1.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final ealculations - stanaara Lifeguard Fire Protection Inc. Page 10 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Ref. "C" Point Qt Pf/Ft Fitting Pipe Pt Pt or Ftng's Pe Pv ******* Notes Eqv. Ln. Total Pf Pn S17 33.00 2.709 0.0 9.580 8.681 K Factor = 11.20 to 120 0.0 0.0 0.0 S18 0.96 0.0 0.0 9.580 0.0 Vel = 0.05 S18 33.00 2.709 0.0 9.000 8.681 K Factor= 11.20 to 120 0.0 0.0 0.0 S19 33.96 0.0034 0.0 9.000 0.031 Vel = 1.89 S19 33.06 2.709 IF 4.713 11.500 8.712 KFactor= 11.20 to 120 21 18.853 23.566 0.0 S20 67.02 0.0120 0.0 35.066 0.421 Vel = 3.73 S20 33.85 2.709 21 18.853 9.000 9.133 KFactor= 11.20 to 120 IF 4.713 23.566 0.0 S21 100.87 0.0256 0.0 32.566 0.833 Vel = 5.61 S21 35.35 2.709 0.0 1.000 9.966 K Factor = 11.20 to . 120 0.0 0.0 0.0 121 136.22 0.0450 0.0 1.000 0.045 Vel = 7.58 0.0 136.22 10.011 KFactor= 43.05 U21 33.01 1.38 1 E 3.0 6.330 8.685 K Factor = 11.20 to 120 IT 6.0 9.000 0.0 121 33.01 0.0865 0.0 15.330 1.326 VeI= 7.08 121 136.22 2.709 0.0 5.830 10.011 to 120 0.0 0.0 0.0 S22 169.23 0.0666 0.0 5.830 0.388 Vel = 9.42 S22 36.12 2.709 0.0 8.000 10.399 KFactor= 11.20 to 120 0.0 0.0 0.0 U23 205.35 0.0952 0.0 8.000 0.762 Vel = 11.43 U23 0.0 2.709 0.0 9.580 11.161 to 120 0.0 0.0 0.0 U24 205.35 0.0953 0.0 9.580 0.913 VeI= 11.43 U24 0.0 2.709 0.0 9.670 12.074 to 120 0.0 0.0 0.0 U25 205.35 0.0952 0.0 9.670 0.921 Vel = 11.43 U25 0.0 2.709 IF 4.713 49.000 12.995 to 120 IT 18.853 23.566 0.0 202T 205.35 0.0953 0.0 72.566 6.914 Vel = 11.43 202T 0.0 2.709 IT 18.853 1.000 19.909 to 120 0.0 18.853 0.433 202 205.35 0.0953 0.0 19.853 1.892 Vel = 11.43 0.0 205.35 22.234 K Factor= 43.55 103 -85.52 2.709 IT 18.853 1.000 12.022 to 120 0.0 18.853 -0.433 103T -85.52 -0.0188 0.0 19.853 -0.374 Vel = 4.76 103T 0.0 2.709 IT 18.853 5.170 11.215 to 120 0.0 18.853 0.0 S23 -85.52 -0.0189 0.0 24.023 -0.453 Vel = 4.76 S23 0.0 2.709 0.0 10.670 10.762 to 120 0.0 0.0 0.0 S24 -85.52 -0.0187 0.0 10.670 -0.200 Vel = 4.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-inai uaicuiations - tanaara Lifeguard Fire Protection Inc. Fenton Carlsbad Research Center - 2nd floor NW Page 11 Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S24 0.0 2.709 0.0 10.170 10.562 to 120 0.0 0.0 0.0 S25 -85.52 -0.0189 0.0 10.170 -0.192 Vet = 4.76 S25 0.0 2.709 0.0 10.500 10.370 to 120 0.0 0.0 0.0 S26 -85.52 -0.0189 0.0 10.500 -0.198 . Vet = 4.76 S26 0.0 2.709 IF 4.713 10.000 10.172 to 120 0.0 4.713 0.0 S27 -85.52 -0.0188 0.0 14.713 -0.277 Vet = 4.76 S27 35.23 2.709 0.0 11.080 9.895 K Factor= 11.20 to 120 0.0 0.0 0.0 S28 -50.29 -0.0071 0.0 11.080 -0.079 Vet = 2.80 828 35.09 2.709 0.0 9.830 9.816 K Factor= 11.20 to 120 0.0 0.0 0.0 S29 -15.2 -0.0007 0.0 9.830 -0.007 Vel = 0.85 S29 35.08 2.709 0.0 9.500 9.809 K Factor = 11.20 to 120 0.0 0.0 0.0 S30 19.88 0.0013 0.0 9.500 0.012 Vet = 1.11 S30 35.10 2.709 0.0 9.250 9.821 KFactor= 11.20 to 120 0.0 0.0 0.0 S31 54.98 0.0083 0.0 9.250 0.077 Vet = 3.06 S31 35.24 2.709 0.0 8.420 9.898 K Factor = 11.20 to 120 0.0 0.0 0.0 S32 90.22 0.0208 0.0 8.420 0.175 Vel = 5.02 S32 35.54 2.709 IF 4.713 11.000 10.073 K Factor= 11.20 to 120 0.0 4.713 0.0 S33 125.76 0.0385 0.0 15.713 0.605 Vet = 7.00 S33 36.60 2.709 0.0 9.830 10.678 K Factor = 11.20 to 120 0.0 0.0 0.0 S34 162.36 0.0616 0.0 9.830 0.606 Vet = 9.04 834 37.62 2.709 0.0 7.250 11.284 K Factor = 11.20 to 120 0.0 0.0 0.0 S35 199.98 0.0908 0.0 7.250 0.658 Vet = 11.13 S35 0.0 2.709 0.0 9.250 11.942 to 120 0.0 0.0 0.0 836 199.98 0.0907 0.0 9.250 0.839 Vet = 11.13 S36 0.0 2.709 0.0 9.500 12.781 to 120 0.0 0.0 0.0 U37 199.98 0.0907 0.0 9.500 0.862 Vet = 11.13 U37 0.0 2.709 IF 4.713 47.000 13.643 to 120 IT 18.853 23.566 0.0 203T 199.98 0.0907 0.0 70.566 6.401 Vel = 11.13 203T 0.0 2.709 IT 18.853 1.000 20.044 to 120 0.0 18.853 0.433 203 199.98 0.0908 0.0 19.853 1.802 Vet= 11.13 0.0 199.98 22.279 K Factor = 42.37 104 -117.32 2.709 IT 18.853 1.000 12.500 to 120 0.0 18.853 -0.433 104T -117.32 -0.0338 0.0 19.853 -0.671 Vet = 6.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r- inaitaicuiauons - ianaara Lifeguard Fire Protection Inc. Page 12 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 104T 0.0 2.709 IT 18.853 4.750 11.396 to 120 0.0 18.853 0.0 S37 -117.32 -0.0338 0.0 23.603 -0.798 Vel = 6.53 S37 0.0 2.709 0.0 10.670 10.598 to 120 0.0 0.0 0.0 S38 -117.32 -0.0338 0.0 10.670 -0.361 Vel = 6.53 S38 0.0 2.709 0.0 9.330 10.237 to 120 0.0 0.0 0.0 S39 -117.32 -0.0339 0.0 9.330 -0.316 Vel = 6.53 S39 0.0 2.709 0.0 10.500 9.921 to 120 0.0 0.0 0.0 S40 -117.32 -0.0338 0.0 10.500 -0.355 Vel = 6.53 S40 0.0 2.709 IF 4.713 9.000 9.566 to 120 0.0 4.713 0.0 841 -117.32 -0.0338 0.0 13.713 -0.464 Vel = 6.53 S41 33.79 2.709 0.0 11.000 9.102 KFactor= 11.20 to 120 0.0 0.0 0.0 S42 -83.53 -0.0180 0.0 11.000 -0.198 VeI= 4.65 S42 33.42 2.709 0.0 9.000 8.904 K Factor= 11.20 to 120 0.0 0.0 0.0 S43 -50.11 -0.0070 0.0 9.000 -0.063 Vel = 2.79 843 33.30 2.709 0.0 9.250 8.841 KFactor= 11.20 to 120 0.0 0.0 0.0 S44 -16.81 -0.0010 0.0 9.250 -0.009 Vel = 0.94 844 33.29 2.709 0.0 9.000 8.832 K Factor = 11.20 to 120 0.0 0.0 0.0 S45 16.48 0.0009 0.0 9.000 0.008 Vel = 0.92 845 33.30 2.709 0.0 7.830 8.840 K Factor= 11.20 to 120 0.0 0.0 0.0 S46 49.78 0.0069 0.0 7.830 0.054 Vel = 2.77 S46 33.40 2.709 0.0 6.000 8.894 K Factor= 11.20 to 120 0.0 0.0 0.0 S47 83.18 0.0180 0.0 6.000 0.108 Vel = 4.63 847 33.60 2.709 IF 4.713 7.000 9.002 K Factor = 11.20 to 120 0.0 4.713 0.0 848 116.78 0.0336 0.0 11.713 0.393 Vel = 6.50 848 34.33 2.709 0.0 0.420 9.395 K Factor= 11.20 to 120 0.0 0.0. 0.0 148 151.11 0.0524 0.0 0.420 0.022 Vel = 8.41 0.0 151.11 9.417 KFactor= 49.24 U48 32.09 1.38 1E 3.0 5.750 8.207 K Factor = 11.20 to 120 IT 6.0 9.000 0.0 148 32.09 0.0820 0.0 14.750 1.210 Vel = 6.88 148 151.11 2.709 0.0 5.750 9.417 to 120 0.0 0.0 0.0 S49 183.2 0.0772 0.0 5.750 0.444 Vel = 10.20 849 35.17 2.709 0.0 7.580 9.861 K Factor= 11.20 to 120 0.0 0.0 0.0 S50 218.37 0.1067 0.0 7.580 0.809 Vel = 12.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-inal aicuiations - tanuaiu Lifeguard Fire Protection Inc. Page 13 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cu or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S50 0.0 2.709 0.0 8.830 10.670 to 120 0.0 0.0 0.0 S51 218.37 0.1068 0.0 8.830 0.943 Vel = 12.16 S51 0.0 2.709 0.0 9.330 11.613 to 120 0.0 0.0 0.0 U52 218.37 0.1068 0.0 9.330 0.996 Vel = 12.16 U52 0.0 2.709 IF 4.713 44.000 12.609 to 120 IT 18.853 23.566 0.0 204T 218.37 0.1068 0.0 67.566 7.213 VeI= 12.16 204T 0.0 2.709 IT 18.853 1.000 19.822 to 120 0.0 18.853 0.433 204 218.37 0.1067 0.0 19.853 2.119 Vel= 12.16 0.0 218.37 22.374 KFactor= 46.17 105 -54.02 2.709 IT 18.853 1.000 13.542 to 120 0.0 18.853 -0.433 105T -54.02 -0.0081 0.0 19.853 -0.161 Vel = 3.01 105T 0.0 2.709 IT 18.853 1.170 12.948 to 120 0.0 18.853 0.0 552 -54.02 -0.0080 0.0 20.023 -0.161 Vel = 3.01 852 0.0 2.709 0.0 7.500 12.787 to 120 0.0 0.0 0.0 S53 -54.02 -0.0080 0.0 7.500 -0.060 Vel = 3.01 S53 0.0 2.709 IF 4.713 8.000 12.727 to 120 0.0 4.713 0.0 S54 -54.02 -0.0081 0.0 12.713 -0.103 Vel = 3.01 SM 0.0 2.709 0.0 8.000 12.624 to 120 0.0 0.0 0.0 S55 -54.02 -0.0080 0.0 8.000 -0.064 Vel = 3.01 S55 0.0 2.709 0.0 8.000 12.560 to 120 0.0 0.0 0.0 S56 -54.02 -0.0081 0.0 8.000 -0.065 Vel = 3.01 S56 0.0 2.709 IF 4.713 8.000 12.495 to 120 0.0 4.713 0.0 S57 -54.02 -0.0080 0.0 12.713 -0.102 Vel = 3.01 S57 0.0 2.709 0.0 8.000 12.393 to 120 0.0 0.0 0.0 S58 -54.02 -0.0081 0.0 8.000 -0.065 Vel = 3.01 S58 0.0 2.709 0.0 8.000 12.328 to 120 0.0 0.0 0.0 S59 -54.02 -0.0080 0.0 8.000 -0.064 Vet = 3.01 S59 0.0 2.709 0.0 7.000 12.264 to 120 0.0 0.0 0.0 S60 -54.02 -0.0080 0.0 7.000 -0.056 Vel = 3.01 860 39.13 2.709 IF 4.713 7.000 12.208 K Factor = 11.20 to 120 0.0 4.713 0.0 S61 -14.89 -0.0008 0.0 11.713 -0.009 Vel= 0.83 S61 39.12 2.709 0.0 7.000 12.199 K Factor= 11.20 to 120 0.0 0.0 0.0 S62 24.23 0.0019 0.0 7.000 0.013 Vel = 1.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-inai, taicuiations - ianaara Lifeguard Fire Protection Inc. Page 14 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S62 39.13 2.709 0.0 8.000 12.212 KFactor= 11.20 to 120 0.0 0.0 0.0 S63 63.36 0.0107 0.0 8.000 0.086 Vet = 3.53 S63 39.28 2.709 0.0 8.000 12.298 K Factor= 11.20 to 120 0.0 0.0 0.0 S64 102.64 0.0265 0.0 8.000 0.212 Vel = 5.71 S64 39.62 2.709 IF 4.713 8.000 12.510 KFactor= 11.20 to 120 0.0 4.713 0.0 S65 142.26 0.0483 0.0 12.713 0.614 Vet = 7.92 S65 40.57 2.709 0.0 8.000 13.124 KFactor= 11.20 to 120 0.0 0.0 0.0 S66 182.83 0.0769 0.0 8.000 0.615 Vel = 10.18 S66 0.0 2.709 0.0 8.000 13.739 to 120 0.0 0.0 0.0 S67 182.83 0.0768 0.0 8.000 0.614 Vel = 10.18 S67 0.0 2.709 IF 4.713 8.000 14.353 to 120 0.0 4.713 0.0 S68 182.83 0.0769 0.0 12.713 0.977 Vet = 10.18 S68 0.0 2.709 IF 4.713 45.000 15.330 to 120 IT 18.853 23.566 0.0 205T 182.83 0.0769 0.0 68.566 5.270 Vet = 10.18 205T 0.0 2.709 IT 18.853 1.000 20.600 to 120 0.0 18.853 .0.433 205 182.83 0.0769 0.0 19.853 1.526 Vel= 10.18 0.0 182.83 22.559 KFactor= 38.49 106 107.71 2.709 IT 18.853 1.000 15.225 to 120 0.0 18.853 -0.433 106T 107.71 0.0289 0.0 19.853 0.573 Vet = 6.00 106T 0.0 2.709 2T 37.706 160.000 15.365 to 120 6F 28.28 65.986 0.0 206T 107.71 0.0289 0.0 225.986 6.526 Vet = 6.00 206T 0.0 2.709 IT 18.853 1.000 21.891 to 120 0.0 18.853 0.433 206 107.71 0.0289 0.0 19.853 0.573 Vet = 6.00 0.0 107.71 22.897 KFactor= 22.51 107 111.08 2.709 IT 18.853 1.000 16.133 to 120 0.0 18.853 -0.433 107T 111.08 0.0306 0.0 19.853 0.607 Vel= 6.18 107T 0.0 2.709 2T 37.706 154.000 16.307 to 120 4F 18.853 75.412 0.0 207T 111.08 0.0306 21 18.853 229.412 7.013 Vel= 6.18 207T 0.0 2.709 IT 18.853 1.000 23.320 to 120 0.0 18.853 0.433 207 111.08 0.0306 0.0 19.853 0.607 Vel= 6.18 0.0 111.08 24.360 K Factor = 22.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-inal uaicuiations - tanaaro Lifeguard Fire Protection Inc. Page 15 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22107 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 108 96.70 2.709 IT 18.853 1.000 16.590 to 120 0.0 18.853 -0.433 108T 96.7 0.0236 0.0 19.853 0.469 Vel = 5.38 1081 0.0 2.709 4T 75.413 156.000 16.626 to 120 4F 18.853 131.971 0.0 208T 96.7 0.0237 41 37.706 287.971 6.812 Vel = 5.38 2081 0.0 2.709 IT 18.853 1.000 23.438 to 120 0.0 18.853 0.433 208 96.7 0.0237 0.0 19.853 0.470 Vel = 5.38 0.0 96.70 24.341 K Factor= 19.60 109 116.84 2.709 IT 18.853 1.000 16.739 to 120 0.0 18.853 -0.433 109T 116.84 0.0335 0.0 19.853 0.666 Vel= 6.50 109T 0.0 2.709 21 37.706 130.000 16.972 to 120 4F 18.853 56.559 0.0 209T 116.84 0.0336 0.0 186.559 6.263 - Vel = 6.50 209T 0.0 2.709 IT 18.853 1.000 23.235 to 120 0.0 18.853 11.694 209 116.84 0.0335 0.0 19.853 0.666 Vel = 6.50 0.0 116.84 35.595 KFactor= 19.58 101 77.09 3.32 0.0 8.670 11.743 to 120 0.0 0.0 0.0 102 77.09 0.0058 0.0 8.670 0.050 Vel = 2.86 102 98.38 3.32 0.0 8.670 11.793 to 120 0.0 0.0 0.0 103 175.47 0.0264 0.0 8.670 0.229 Vel = 6.50 103 85.52 3.32 0.0 8.670 12.022 to 120 0.0 0.0 0.0 104 260.99 0.0551 0.0 8.670 0.478 Vel = 9.67 104 117.32 3.32 0.0 9.500 12.500 to 120 0.0 0.0 0.0 105 378.31 0.1097 0.0 9.500 1.042 Vel = 14.02 105 54.03 3.32 0.0 12.000 13.542 to 120 0.0 0.0 0.0 106 432.34 0.1403 0.0 12.000 1.683 Vel = 16.02 106 -107.72 3.32 0.0 11.000 15.225 to 120 0.0 0.0 0.0 107 324.62 0.0825 0.0 11.000 0.908 Vel = 12.03 107 -111.08 3.32 0.0 12.000 16.133 to 120 0.0 0.0 0.0 108 213.54 0.0381 0.0 12.000 0.457 Vel = 7.91 108 -96.70 3.32 0.0 12.000 16.590 to 120 0.0 0.0 0.0 109 116.84 0.0124 0.0 12.000 0.149 Vel = 4.33 0.0 116.84 16.739 KFactor= 28.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinalL,alculaiions - tanoara Lifeguard Fire Protection Inc. Page 16 - Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 201 197.94 6.357 0.0 8.670 22.221 to 120 0.0 0.0 0.0 202 197.94 0.0015 0.0 8.670 0.013 Vel = 2.00 202 205.34 6.357 0.0 8.670 22.234 to 120 0.0 0.0 0.0 203 403.28 0.0052 0.0 8.670 0.045 Vel = 4.08 203 199.98 6.357 0.0 8.670 22.279 to 120 0.0 0.0 0.0 204 603.26 0.0110 0.0 8.670 0.095 Vel= 6.10 204 218.37 6.357 0.0 9.500 22.374 to 120 0.0 0.0 0.0 205 821.63 0.0195 0.0 9.500 0.185 Vel = 8.31 205 182.83 6.357 0.0 12.000 22.559 to 120 0.0 0.0 0.0 206 1004.46 0.0282 0.0 12.000 0.338 Vel = 10.15 206 107.71 6.357 IT 37.72 9.250 22.897 to 120 0.0 37.720 0.0 298 1112.17 0.0341 0.0 46.970 1.600 VeI= 11.24 298 -1436.79 6.357 IT 37.72 1.500 24.497 to 120 0.0 37.720 0.0 207 -324.62 -0.0035 0.0 39.220 -0.137 Vel = 3.28 207 111.08 6.357 0.0 12.000 24.360 to 120 0.0 0.0 0.0 208 -213.54 -0.0016 0.0 12.000 -0.019 Vel = 2.16 208 96.70 6.357 0.0 12.000 24.341 to 120 0.0 0.0 11.261 209 -116.84 -0.0006 0.0 12.000 -0.007 Vel = 1.18 0.0 -116.84 35.595 K Factor = -19.58 298 1436.80 6.357 21 25.147 33.000 24.497 to 120 0.0 25.147 0.0 299 1436.8 0.0547 0.0 58.147 3.181 Vel = 14.52 299 0.0 6.357 0.0 14.000 27.678 to 120 0.0 0.0 6.063 TOR 1436.8 0.0547 0.0 14.000 0.766 Vel = 14.52 TOR 0.0 6.357 lFsp 0.0 16.000 34.507 to 120 21 25.147 25.147 6.197 * Fixed loss = I BOR 1436.8 0.0547 0.0 41.147 2.251 Vel = 14.52 BOR 0.0 7.98 2F 27.183 105.000 42.955 to 150 4E 108.73 194.808 3.165 * Fixed loss = 3.165 UGI 1436.8 0.0120 IG 6.041 299.808 3.586 Vel = 9.22 IT 52.855 IZaf 0.0 UGI 500.00 7.98 IG 6.041 450.000 49.706 Qa = 500 to 150 0.0 6.040 0.0 UG2 1936.8 0.0208 0.0 456.040 9.479 Vel = 12.42 UG2 0.0 11.2 IT 66.446 350.000 59.185 to 150 4G 26.578 212.628 2.166 TEST 1936.8 0.0040 4E 119.603 562.628 2.243 Vel = 6.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-lnai uaicuiations - ianaara Lifeguard Fire Protection Inc. Page 17 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt * Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Et Eqv. Ln. . Total Pf Pn 0.0 1936.80 63.594 K Factor = 242.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 These plans has c been reviewed ls apparenc COI iplinici e with the current applicable codes and slandacik in Ioii:e niche uiisdiciiisn. The owner in coniriL iii IMIN, uiili,e this review iii support of an application I ui chuildic permit with the enpics.c uiiilersiandui iliac hi. ievcvsc in no way relies en the owner or cociira5 cci cci ihn pri clessic utah eng neet or architect for sole responsihi I for lull compliance with said codes and siand,icd. including the hccilduig code or tir any respotisihihi. for deticiepeics, errors. omissions or negligence in these plaits whether or not noted in this review Date: I115%_r Reviewerj) 'RECOMMEND APPROVAL nnPPRO\'Al-. AS NOTED L.IFEGUARU Fire Protection, Inc. APPROV SUBMITTED CARLSB D FIRE DEPARTMENT Lifeguard Fire Protection Inc. 2210 La Mirada Dr. Vista, CA 92081 760-806-9997 9"d Job Name : Fenton Carlsbad Research Center - 2nd floor NW Building Location System Contract Data File : FENTON2 NW.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Lifeguard Fire Protection Inc. Page Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hydraulic Design Information Sheet Name - Fenton Carlsbad Research Center Date - 8/22/07 Location - Building - System No. - Contractor - Contract No. - Calculated By - Greg Carver Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15' Occupancy - Spec. shell building (medical office) S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 3000 System Type Sprinkler/Nozzle Density - .33 ( ) Wet Make RELIABLE D Area Per Sprinkler - 96 C ) Dry Model G XLO E Elevation at Highest Outlet - 27 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.212 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/15/07 Cap. - T Time of Test - 9:47 AM Rated Cap.- Elev.- E Static Press - 100 @ Press - R Residual Press - 95 Elev. - Well Flow - 937 Proof Flow S Elevation - 0 U P Lcation - 2176 SALK AVE. P L Source of Information - CITY OF CARLSBAD, LIFEGUARD FIRE Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row C ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row C ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Lifeguard Fire Protection Inc. Page 2 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 City Water Supply: Cl - Static Pressure : 90 C2 - Residual Pressure: 85 C2 - Residual Flow : 937 Demand: Dl -Elevation : 13.859 D2 - System Flow : 1464.09 02 - System Pressure : 63.592 Hose (Adj City) Hose(Demand) : 500 03 - System Demand : 1964.09 Safety Margin : 6.747 150 140 130 P 120 R 110 E 100 Cl S90 S 80 U 70 R 60 D3 E 50 40 30 20 10 200 400 600. 800 1000 1200 1400 1600 1800 FLOW ( N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t- low Diagram Lifeguard Fire Protection Inc. - Fenton Carlsbad Research Center - 2nd floor NW 71.1 71.1 71.1 71.1 71.1 1.4 101 - IOIT-. SOI-, S02-4 S03-, SO4-4 SOS-, SOS-, SOT-., S08-, S09-, no 71.1 71.1 71.1 71.1 36.2 31.4 64.8 U104- 1104- UII.- U12.. 113 29.9 99.8 31.9 167.8 205 U13.(- 113+- U14+- U15#- U16.- 20fL- 201 131.7 205 205 88.5 88.5 88.5 88.5 88.5 21.6 45 102T-, $10-, S11-, S12-, S13-, S14-, S15-, $16-., SIT-, S18-, S19.,- S20i- S21.-- 121 86.5 88.5 88.5 88.5 55 11.7 78.7 31.4 144.1 214.9 214.9 U21.- 121.4- S22*- U23+- U244- U254- 202T*- 202 110.1 178.9 214.9 77.4 77.4 77.4 77.4 42.2 28 98.6 170.8 208.3 103T-., S23-, S24-4 S25-4 $26-, S27-., S28-4 $29-4 $30-, S31(- S32.(- 533+- S34.- S35i- S38.,- U37+- 203T*- 203 t 77.4 77.4 77.4 77.4 7.1 63.1 134.4 208.3 208.3 I 237 I 108.5 108.5 108.5 108.5 75.1 9 57 104T-, 537-, $38-, $39-, 540-, 541-, 542-, $43-, $44-, $45-, $46.-- $47.- $48.-- 148 108.5 108.5 108.5 108.5 42 1 24 90.2 31 154.9 225 225 U48.-- 148.-- S494- S50+- 551+- U52.-- 204w- 204 121.2 189.3 225 Page 3 Date 8/22/07 74.6 74.6 74.6 74.6 74.6 37.1 37.9 113.2 190.8 190.8 105-, lOST-, S52-, S53-, S54-, S55-, S58-, S57-, $58-, $59-, S60-, S61+- $62.-- $63.-- $64.- $65.-- $66.- SST.- S68.- 205k- 205 t 74.6 74.6 74.6 74.6 74.6 0.4 75.5 151.7 190.8 190.8 I 420.1 103.7 103.7 106+- 106i- 206L- 206 103.7 I 316.4 I 108.3 108.3 107+- 1071+- 207L 207 f 108.3 I I 208.2 I 208.2 I 94.3 94. 108.- 108w- 208L- 208 f 94.3 I I 1139 I 113.9 I 113.9 11313 109+- 100- 209w- 209 113.9 71.1 237 420.1 208.2 101+. 102.-- 103.- 104 +-- 1054-100.- 1074. 108+- 109 159.6 345.5 316.4 113.9 205 628.2 1044 316.4 113.9 201 .- 202+- 203.- 204.-- 205 +- 206.- 298-, 207-, 208-, 209 419.9 853.2 1147.7 208.2 1464.1 1464.1 1964.1 2984- 299+- TO&- BOA- UGI.*- U024- TEST 1464.1 1464.1 1964.1 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Lifeguard Fire Protection Inc. Page 4 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Fitting Legend Abbrev. Name ¼ % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T 90'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I HOW summary - I ANUAKU Lifeguard Fire Protection Inc. Page 5 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 101 26.0 11.81 na 101T 27.0 11.11 na SOI 27.0 10.78 na S02 27.0 10.64 na S03 27.0 10.49 na SO4 27.0 10.34 na SOS 27.0 10.12 na S06 27.0 9.97 na S07 2.0 9.82 na S08 27.0 11.2 9.69 na 34,86 0.33 100 7.0 809 27.0 11.2 9.65 na 34.79 0.33 100 7.0 UIO 27.0 11.2 7.85 na 31.38 0.33 95 7.0 110 27.0 9.65 na Ull 27.0 11.2 9.67 na 34.82 0.33 100 7.0 U12 27.0 11.2 9.8 na 35.06 0.33 100 7.0 U13 27.0 11.2 8.11 na 31.9 0.33 95 7.0 113 27.0 9.96 na U14 27.0 11.2 10.37 na 36.06 0.33 100 TO U15 27.0 11.2 11.02 na 37.18 0.33 100 7.0 U16 27.0 11.95 na 201T 27.0 19.03 na 102 26.0 11.86 na 102T 27.0 11.02 na S1O 27.0 10.53 na SI1 27.0 10.32 na S12 27.0 10.09 na S13 27.0 9.88 na 514 27.0 9.57 na S15 27.0 9.35 na S16 27.0 9.13 na S17 27.0 11.2 8.94 na 33.49 0.33 100 7.0 S18 27.0 11.2 8.86 na 33.34 0.33 100 7.0 819 27.0 11.2 8.85 na 33.31 0.33 100 7.0 S20 27.0 11.2 8.86 na 33.34 0.33 100 7.0 S21 27.0 11.2 9.05 na 33.69 0.33 100 7.0 U21 27.0 11.2 . 7.66 na 31.39 0.33 66 7.0 121 27.0 9.07 na S22 27.0 11.2 9.24 na 34.05 0.33 100 7.0 U23 27.0 11.2 9.64 na 34.77 0.33 100 .7.0 U24 27.0 11.2 10.34 na 36.02 0.33 100 7.0 U25 27.0 11.35 na 202T 27.0 18.87 na 103 26.0 12.05 . na 103T 27.0 11.3 na S23 27.0 10.93 na S24 27.0 10.76 na S25 27.0 10.6 na 826 27.0 10.44 na S27 27.0 10.2 na S28 27.0 10.03 na S29 27.0 11.2 9.88 na 35.2 0.33 100 7.0 830 27.0 11.2 9.83 na 35.11 0.33 100 7.0 S31 27.0 11.2 . 9.83 na 35.11 0.33 100 7.0 S32 27.0 11.2 9.85 na 35.14 0.33 100 7.0 S33 27.0 11.2 10.02 na 35.44 0.33 100 7.0 S34 27.0 11.2 10.26 na 35.87 0.33 100 7.0 S35 27.0 11.2 10.57 na 36.42 0.33 100 7.0 S36 27.0 11.2 11.2 na 37.48 0.33 100 7.0 U37 27.0 12.13 na 203T 27.0 19.03 na 104 26.0 12.45 na 104T 27.0 11.43 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I-low summary - tanaara Lifeguard Fire Protection Inc. Page 6 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22107 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S37 27.0 10.74 na S38 27.0 10.43 na S39 27.0 10.16 na S40 27.0 9.85 na S41 27.0 9.45 na S42 27.0 9.13 na S43 27.0 11.2 8.87 na 33.35 0.33 100 7.0 S44 27.0 11.2 8.73 na 33.09 0.33 100 7.0 S45 27.0 11.2 8.68 na 33.0 0.33 100 7.0 S46 27.0 11.2 8.68 na 33.0 0.33 100 7.0 S47 27.0 11.2 8.69 na 33.02 0.33 100 7.0 S48 27.0 11.2 8.8 na 33.22 0.33 100 7.0 U48 27.0 11.2 7.67 na 31.02 0.33 88 7.0 148 27.0 8.81 na S49 27.0 11.2 9.01 na 33.62 0.33 100 7.0 S50 27.0 11.2 9.44 na 34.41 0.33 100 7.0 S51 27.0 11.2 10.16 na 35.71 0.33 100 7.0 U52 27.0 11.22 na 204T 27.0 18.84 na 105 26.0 13.33 na 105T 27.0 12.6 na S52 27.0 12.31 na S53 27.0 12.2 na SM 27.0 12.02 na S55 27.0 11.9 na S56 27.0 11.78 na S57 27.0 11.59 na S58 27.0 11.48 na S59 27.0 11.36 na S60 27.0 11.2 11.26 na 37.58 0.33 100 7.0 S61 27.0 11.2 11.21 na 37.5 0.33 100 7.0 S62 27.0 11.2 11.21 na 37.5 0.33 100 7.0 S63 27.0 11.2 11.24 na 37.56 0.33 100 7.0 SM 27.0 11.2 11.36 na 37.76 0.33 100 7.0 S65 27.0 11.2 11.77 na 38.42 0.33 100 7.0 S66 27.0 11.2 12.2 na 39.12 0.33 100 7.0 S67 27.0 12.87 na S68 27.0 13.92 na 205T 27.0 19.63 na 106 26.0 14.92 na 106T 27.0 15.03 na 206T 27.0 21.11 na 107 26.0 15.79 na 107T 27.0 15.94 na 207T 27.0 22.63 na 108 26.0 16.23 na 108T 27.0 16.24 na 208T 27.0 22.74 na 109 26.0 16.37 na 109T 27.0 16.57 na 209T 27.0 22.54 na 201 26.0 21.35 na 202 26.0 21.36 na 203 26.0 21.41 na 204 26.0 21.51 na 205 26.0 21.71 na 206 26.0 22.07 na 298 26.0 23.77 na 207 26.0 23.64 na 208 26.0 23.62 na 299 26.0 27.06 na TOR 12.0 33.92 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 How 5ummary - tanaara Lifeguard Fire Protection Inc. Page 7 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BOR 0.0 42.45 na UG1 0.0 49.4 na 500.0 UG2 0.0 59.12 na TEST -5.0 63.59 na The maximum velocity is 15.57 and it occurs in the pipe between nodes 105 and 106 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-inai uaicuiations - riazen-vvuiiams Lifeguard Fire Protection Inc. Page 8 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101 -71.09 2.709 IT 18.853 1.000 11.813 to 120 0.0 18.853 -0.433 IOIT -71.09 -0.0134 0.0 19.853 -0.266 Vel = 3.96 IOIT 0.0 2.709 IT 18.853 6.000 11.114 to 120 0.0 18.853 0.0 SOI -71.09 -0.0134 0.0 24.853 -0.332 Vel = 3.96 SOI 0.0 2.709 0.0 10.670 10.782 to 120 0.0 0.0 0.0 S02 -71.09 -0.0134 0.0 10.670 -0.143 Vel = 3.96 S02 0.0 2.709 0.0 11.250 10.639 to 120 0.0 0.0 0.0 S03 -71.09 -0.0134 0.0 11.250 -0.151 Vel = 3.96 S03 0.0 2.709 0.0 11.250 10.488 to 120 0.0 0.0 0.0 SO4 -71.09 -0.0133 0.0 11.250 -0.150 Vel = 3.96 SO4 0.0 2.709 IF 4.713 11.500 10.338 to 120 0.0 4.713 0.0 S05 -71.09 -0.0134 0.0 16.213 -0.218 Vel = 3.96 S05 0.0 2.709 0.0 11.000 10.120 to 120 0.0 0.0 0.0 506 -71.09 -0.0134 0.0 11.000 -0.147 Vel = 3.96 S06 0.0 2.709 0.0 11.330 9.973 to 120 0.0 0.0 0.0 S07 -71.09 -0.0133 0.0 11.330 -0.151 Vel = 3.96 S07 0.0 2.709 0.0 10.000 9.822 to 120 0.0 0.0 0.0 S08 -71.09 -0.0134 0.0 10.000 -0.134 Vel = 3.96 S08 34.86 2.709 0.0 10.000 9.688 K Factor = 11.20 to 120 0.0 0.0 0.0 S09 -36.23 -0.0039 0.0 10.000 -0.039 Vel = 2.02 S09 34.79 2.709 0.0 9.670 9.649 K Factor= 11.20 to 120 0.0 0.0 0.0 110 -1.44 0.0 0.0 9.670 0.0 Vel = 0.08 0.0 -1.44 9.649 K Factor= -0.46 UIO 31.38 1.049 IT 5.0 1.000 7.852 K Factor= 11.20 to 120 0.0 5.000 0.0 110 31.38 0.2995 0.0 6.000 1.797 Vel = 11.65 110 -1.43 2.709 0.0 6.500 9.649 to 120 0.0 0.0 0.0 UII 29.95 0.0028 0.0 6.500 0.018 Vel = 1.67 UII 34.82 2.709 IF 4.713 7.000 9.667 K Factor= 11.20 to 120 0.0 4.713 0.0 U12 64.77 0.0113 0.0 11.713 0.132 Vel = 3.61 U12 35.06 2.709 0.0 6.500 9.799 K Factor = 11.20 to 120 0.0 0.0 0.0 113 99.83 0.0251 0.0 6.500 0.163 Vel = 5.56 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,-inai L..1aiculauons - tanuara Lifeguard Fire Protection Inc. Page 9 Fenton Carlsbad Research Center - 2nd floor NW Date 8122/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 99.83 9.962 K Factor= 31.63 U13 31.90 1.049 IT 5.0 1.000 8.110 K Factor = 11.20 to 120 0.0 5.000 0.0 113 31.9 0.3087 0.0 6.000 1.852 VeI= 11.84 113 99.83 2.709 0.0 9.670 9.962 to 120 0.0 0.0 0.0 U14 131.73 0.0419 0.0 9.670 0.405 Vel = 7.33 U14 36.06 2.709 0.0 10.000 10.367 KFactor= 11.20 to 120 0.0 0.0 0.0 U15 167.79 0.0656 0.0 10.000 0.656 Vel = 9.34 U15 37.18 2.709 0.0 9.750 11.023 K Factor = 11.20 to 120 0.0 0.0 0.0 U16 204.97 00949 0.0 9.750 0.925 Vel = 11.41 U16 0.0 2.709 IF 4.713 51.000 11.948 to 120 IT 18.853 23.566 0.0 201T 204.97 0.0950 0.0 74.566 7.081 Vel = 11.41 201T 0.0 2.709 IT 18.853 1.000 19.029 to 120 0.0 18.853 0.433 201 204.97 0.0949 0.0 19.853 1.885 Vel = 11.41 0.0 204.97 21.347 K Factor= 44.36 102 -88.46 2.709 IT 18.853 1.000 11.856 to 120 0.0 18.853 -0.433 102T -88.46 -0.0200 0.0 19.853 -0.398 VeI= 4.92 102T 0.0 2.709 IT 18.853 5.830 11.025 to 120 0.0 18.853 0.0 SIO -88.46 -0.0201 0.0 24.683 -0.495 Vel = 4.92 SIO 0.0 2.709 0.0 10.670 10.530 to 120 0.0 0.0 0.0 SII -88.46 -0.0201 0.0 10.670 -0.214 Vel = 4.92 SI1 0.0 2.709 0.0 11.080 10.316 to 120 0.0 0.0 0.0 S12 -88.46 -0.0201 0.0 11.080 -0.223 VeI= 4.92 S12 0.0 2.709 0.0 10.500 10.093 to 120 0.0 0.0 0.0 S13 -88.46 -0.0200 0.0 10.500 -0.210 Vel = 4.92 S13 0.0 2.709 IF 4.713 11.000 9.883 to 120 0.0 4.713 0.0 S14 -88.46 -0.0201 0.0 15.713 -0.316 Vel = 4.92 S14 0.0 2.709 0.0 11.000 9.567 to 120 0.0 0.0 0.0 S15 -88.46 -0.0200 0.0 11.000 -0.220 Vel = 4.92 S15 0.0 2.709 0.0 10.670 9.347 to 120 0.0 0.0 0.0 S16 -88.46 -0.0201 0.0 10.670 -0.214 Vel = 4.92 S16 0.0 2.709 0.0 9.670 9.133 to 120 0.0 0.0 0.0 S17 -88.46 -0.0201 0.0 9.670 -0.194 Vel = 4.92 Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 rinai LoalCUMLIVIRS - OLdilUdlU Lifeguard Fire Protection Inc. Page 10 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn S17 33.48 2.709 0.0 9.580 8.939 K Factor= 11.20 to 120 0.0 0.0 0.0 S18 -54.98 -0.0084 0.0 9.580 -0.080 Vel = 3.06 S18 33.34 2.709 0.0 9.000 8.859 K Factor= 11.20 to 120 0.0 0.0 0.0 819 -21.64 -0.0016 0.0 9.000 -0.014 Vel = 1.20 S19 33.31 2.709 IF 4.713 11.500 8.845 K Factor = 11.20 to 120 21 18.853. 23.566 0.0 S20 11.67 0.0005 0.0 35.066 0.017 Vel = 0.65 820 33.34 2.709 21 18.853 9.000 8.862 K Factor = 11.20. to 120 IF 4.713 23.566 0.0 S21 45.01 0.0057 0.0 32.566 0.187 Vel = 2.51 S21 33.69 2.709 0.0 1.000 9.049 K Factor = 11.20 to 120 0.0 0.0 0.0 121 78.7 0.0160 0.0 1.000 0.016 Vel= 4.38 0.0 78.70 9.065 K Factor= 26.14 U21 31.39 1.38 IE 3.0 6.330 7.857 KFactor= 11.20 to 120 IT 6.0 9.000 0.0 121 31.39 0.0788 0.0 15.330 1.208 Vel = 6.73 121 78.70 2.709 0.0 5.830 9.065 to 120 0.0 0.0 0.0 S22 110.09 0.0302 0.0 5.830 0.176 VeI= 6.13 822 34.05 2.709 0.0 8.000 9.241 K Factor = 11.20 to 120 0.0 0.0 0.0 U23 144.14 0.0495 0.0 8.000 0.396 Vel = 8.02 U23 34.77 2.709 0.0 9.580 9.637 KFactor= 11.20 to 120 0.0 0.0 0.0 U24 178.91 0.0738 0.0 9.580 0.707 Vel = 9.96 U24 36.02 2.709 00 9.670 10.344 K Factor= 11.20 to 120 0.0 0.0 0.0 U25 214.93 0.1036 0.0 9.670 1.002 Vel = 11.96 U25 0.0 2.709 IF 4.713 49.000 11.346 to 120 IT 18.853 23.566 0.0 202T 214.93 0.1037 0.0 72.566 7.523 Vel = 11.96 202T 0.0 2.709 IT 18.853 1.000 18.869 to 120 0.0 18.853 0.433 202 214.93 0.1037 0.0 19.853 2.058 Vel = 11.96 0.0 214.93 21.360 KFactor= 46.50 103 -77.45 2.709 IT 18.853 1.000 12.049 to 120 0.0 18.853 -0.433 103T -77A5 -0.0157 0.0 19.853 -0.312 Vel = 4.31 103T 0.0 2.709 IT 18.853 5.170 11.304 to 120 0.0 18.853 0.0 S23 -77.45 -0.0157 0.0 24.023 -0.377 Vel = 4.31 823 0.0 2.709 0.0 10.670 10.927 to 120 0.0 0.0 0.0 S24 -77.45 -0.0157 0.0 10.670 -0.167 Vel = 4.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-inal taiculdLlUllb - OLdIIUdIU Lifeguard Fire Protection Inc. Page II Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S24 0.0 2.709 0.0 10.170 10.760 - to 120 0.0 0.0 0.0 S25 -77.45 -0.0157 0.0 10.170 -0.160 Vet = 4.31 S25 0.0 2.709 0.0 10.500 10.600 to 120 0.0 0.0 0.0 S26 -77.45 -0.0156 0.0 10.500 -0.164 Vet = 4.31 S26 0.0 2.709 IF 4.713 10.000 10.436 to 120 0.0 4.713 0.0 S27 -77.45 -0.0157 0.0 14.713 -0.231 Vet = 4.31 S27 0.0 2.709 0.0 11.080 10.205 to 120 0.0 0.0 0.0 S28 -77.45 -0.0157 0.0 11.080 -0.174 Vel = 4.31 S28 0.0 2.709 0.0 9.830 10.031 to 120 0.0 0.0 0.0 S29 -77.45 -0.0157 0.0 9.830 -0.154 Vet = 4.31 S29 35.20 2.709 0.0 9.500 9.877 K Factor = 11.20 to 120 0.0 0.0 0.0 S30 -42.25 -0.0052 0.0 9.500 -0.049 Vet = 2.35 S30 35.11 2.709 0.0 9.250 9.828 KFactor= 11.20 to 120 0.0 0.0 0.0 S31 -7.14 -0.0002 0.0 9.250 -0.002 Vet = 0.40 S31 35.11 2.709 0.0 8.420 9.826 K Factor = 11.20 to 120 0.0 0.0 0.0 S32 27.97 0.0025 0.0 8.420 0.021 Vet = 1.56 S32 35.15 2.709 IF 4.713 11.000 9.847 K Factor = 11.20 to 120 0.0 4.713 0.0 S33 63.12 0.0107 0.0 15.713 0.168 Vet = 3.51 S33 35.44 2.709 0.0 9.830 10.015 K Factor= 11.20 to 120 0.0 0.0 0.0 S34 98.56 0.0245 0.0 9.830 0.241 Vet = 5.49 S34 35.87 2.709 0.0 7.250 10.256 K Factor = 11.20 to 120 0.0 0.0 0.0 S35 134.43 0.0436 0.0 7.250 0.316 Vet = 7.48 S35 36.41 2.709 0.0 9.250 10.572 K Factor= 11.20 to 120 0.0 0.0 0.0 S36 170.84 0.0678 0.0 9.250 0.627 Vet = 9.51 S36 37.49 2.709 0.0 9.500 11.199 K Factor= 11.20 to 120 0.0 0.0 0.0 U37 208.33 0.0978 0.0 9.500 0.929 Vet = 11.60 U37 0.0 2.709 1F 4.713 47.000 12.128 to 120 IT 18.853 23.566 0.0 203T 208.33 0.0979 0.0 70.566 6.905 Val = 11.60 2031 0.0 2.709 IT 18.853 1.000 19.033 to 120 0.0 18.853 0.433 203 208.33 0.0979 0.0 19.853 1.943 Vet = 11.60 0.0 208.33 21.409 KFactor= 45.02 104 -108.46 2.709 IT 18.853 1.000 12.449 to 120 0.0 18.853 -0.433 104T -108.46 -0.0293 0.0 19.853 -0.581 Vet = 6.04 Computer Progmms by Hydratec Inc. Route 11 I Windham N.H. USA 03087 t-inai taicuiations - ianuara Lifeguard Fire Protection Inc. Page 12 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1041 0.0 2.709 IT 18.853 4.750 11.435 to 120 0.0 18.853 0.0 S37 -108.46 -0.0293 0.0 23.603 -0.691 Vel = 6.04 S37 0.0 2.709 0.0 10.670 10.744 to 120 0.0 0.0 0.0 S38 -108.46 -0.0292 0.0 10.670 -0.312 Vel = 6.04 S38 0.0 2.709 0.0 9.330 10.432 to 120 0.0 0.0 0.0 S39 -108.46 -0.0292 0.0 9.330 -0.272 Vet = 6.04 S39 0.0 2.709 0.0 10.500 10.160 to 120 0.0 0.0 0.0 S40 -108.46 -0.0293 0.0 10.500 -0.308 Vel = 6.04 S40 0.0 2.709 IF 4.713 9.000 9.852 to 120 0.0 4.713 0.0 S41 -108.46 -0.0292 0.0 13.713 -0.401 Vel = 6.04 S41 0.0 2.709 0.0 11.000 9.451 to 120 0.0 0.0 0.0 S42 -108.46 -0.0292 0.0 11.000 -0.321 VeI= 6.04 S42 0.0 2.709 0.0 9.000 9.130 to 120 0.0 0.0 0.0 S43 -108.46 -0.0293 0.0 9.000 -0.264 Vel = 6.04 S43 33.35 2.709 0.0 9.250 8.866 K Factor= 11.20 to 120 0.0 0.0 0.0 S44 -75.11 -0.0148 0.0 9.250 -0.137 Vel = 4.18 S44 33.09 2.709 0.0 9.000 8.729 K Factor= 11.20 to 120 0.0 0.0 0.0 S45 -42.02 -0.0050 0.0 9.000 -0.045 Vel = 2.34 S45 33.01 2.709 0.0 7.830 8.684 K Factor = 11.20 to 120 0.0 0.0 0.0 S46 -9.01 -0.0004 0.0 7.830 -0.003 Vel = 0.50 S46 33.00 2.709 0.0 6.000 8.681 K Factor 11.20 to 120 0.0 0.0 0.0 S47 23.99 0.0018 0.0 6.000 0.011 VeI= 1.34 S47 33.02 2.709 IF 4.713 7.000 8.692. K Factor= 11.20 to 120 0.0 4.713 0.0 S48 57.01 0.0089 0.0 11.713 0.104 Vel= 3.17 S48 33.22 2.709 0.0 0.420 8.796 K Factor= 11.20 to 120 0.0 0.0 0.0 148 90.23 0.0214 0.0 0.420 0.009 Vel = 5.02 0.0 90.23 8.805 K Factor= 30.41 U48 31.02 1.38 IE 3.0 5.750 7.668 K Factor= 11.20 to 120 IT 6.0 9.000 0.0 148 31.02 0.0771 0.0 14.750 1.137 Vel = 6.65 148 90.22 2.709 0.0 5.750 8.805 to 120 0.0 0.0 0.0 S49 121.24 0.0360 0.0 5.750 0.207 Vel = 6.75 S49 33.62 2.709 0.0 7.580 9.012 K Factor= 11.20 to 120 0.0 0.0 0.0 S50 154.86 0.0565 0.0 7.580 0.428 Vet = 8.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final uaicuiations - tanaaru Lifeguard Fire Protection Inc. Page 13 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S50 34.42 2.709 0.0 8.830 9.440 K Factor = 11.20 to 120 0.0 0.0 0.0 S51 189.28 0.0820 0.0 8.830 0.724 Vet = 10.54 S51 35.70 2.709 0.0 9.330 10.164 K Factor= 11.20 to 120 0.0 0.0 0.0 U52 224.98 0.1128 0.0 9.330 1.052 Vel= 12.52 U52 0.0 2.709 IF 4.713 44.000 11.216 to 120 IT 18.853 23.566 0.0 2041 224.98 0.1128 0.0 67.566 7.623 Vel = 12.52 2041 0.0 2.709 IT 18.853 1.000 18.839 to 120 0.0 18.853 0.433 204 224.98 0.1128 0.0 19.853 2.239 Vet = 12.52 0.0 224.98 21.511 KFactor= 48.51 105 -74.64 2.709 IT 18.853 1.000 13.328 to 120 0.0 18.853 -0.433 105T -74.64 -0.0146 0.0 19.853 . -0.290 Vel = 4.15 1051 0.0 2.709 IT 18.853 1.170 12.605 to 120 0.0 18.853 0.0 S52 -74.64 -0.0147 0.0 20.023 -0.294 Vet = 4.15 S52 0.0 2.709 0.0 7.500 12.311 to 120 0.0 0.0 0.0 S53 -74.64 -0.0147 0.0 7.500 -0.110 Vel= 4.15 853 0.0 2.709 IF 4.713 8.000 12.201 to 120 0.0 4.713 0.0 854 -74.64 -0.0146 0.0 12.713 -0.186 Vel= 4.15 S54 0.0 2.709 0.0 8.000 12.015 to 120 0.0 0.0 0.0 S55 -74.64 -0.0146 0.0 8.000 -0.117 Vet = 4.15 S55 0.0 2.709 0.0 8.000 11.898 to 120 0.0 0.0 0.0 S56 -74.64 -0.0146 0.0 8.000 -0.117 Vel= 4.15 S56 0.0 2.709 IF 4.713 8.000 11.781 to 120 0.0 4.713 0.0 S57 -74.64 -0.0147 0.0 12.713 -0.187 Vel= 4.15 857 0.0 2.709 0.0 8.000 11.594 to 120 0.0 0.0 0.0 S58 -74.64 -0.0146 0.0 8.000 -0.117 Vel = 4.15 858 0.0 2.709 0.0 8.000 11.477 to 120 0.0 0.0 0.0 S59 -74.64 -0.0146 0.0 8.000 -0.117 Vet = 4.15 859 0.0 2.709 0.0 7.000 11.360 to 120 0.0 0.0 0.0 S60 -74.64 -0.0147 0.0 7.000 -0.103 Vet = 4.15 S60 37.58 2.709 1 4.713 7.000 11.257 K Factor = 11.20 to 120 0.0 4.713 0.0 S61 -37.06 -0.0040 0.0 11.713 -0.047 Vel = 2.06 861 37.50 2.709 0.0 7.000 11.210 K Factor = 11.20 to 120 0.0 0.0 0.0 S62 0.44 0.0 0.0 7.000 0.0 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final yamiations - tanaaro Lifeguard Fire Protection Inc. Page 14 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S62 37.50 2.709 0.0 8.000 11.210 K Factor = 11.20 to 120 0.0 0.0 0.0 S63 37.94 0.0042 0.0 8.000 0.034 Vel = 2.11 S63 37.55 2.709 0.0 8.000 11.244 K Factor = 11.20 to 120 0.0 0.0 0.0 S64 75.49 0.0150 0.0 8.000 0.120 Vel = 4.20 S64 37.76 2.709 IF 4.713 8.000 11.364 K Factor = 11.20 to 120 0.0 4.713 0.0 S65 113.25 0.0316 0.0 12.713 0.402 Vel = 6.30 S65 38.41 2.709 0.0 8.000 11.766 K Factor = 11.20 to 120 0.0 0.0 0.0 S66 151.66 0.0544 0.0 8.000 0.435 Vel = 8.44 S66 39.13 2.709 0.0 8.000 12.201 KFactor= 11.20 to 120 0.0 0.0 0.0 S67 190.79 0.0832 0.0 8.000 0.666 Vel = 10.62 S67 0.0 2.709 IF 4.713 8.000 12.867 to 120 0.0 4.713 0.0 S68 190.79 0.0831 0.0 12.713 1.057 Vel = 10.62 S68 0.0 2.709 IF 4.713 45.000 13.924 to 120 IT 18.853 23.566 0.0 205T 190.79 0.0831 0.0 68.566 5.701 Vel = 10.62 205T 0.0 2.709 IT 18.853 1.000 19.625 to 120 0.0 18.853 0.433 205 190.79 0.0832 0.0 19.853 1.651 Vel = 10.62 0.0 190.79 21.709 K Factor= 40.95 106 - 103.67 2.709 IT 18.853 1.000 14.925 to 120 0.0 18.853 -0.433 106T 103.67 0.0269 0.0 19.853 0.534 Vel = 5.77 106T 0.0 2.709 2T 37.706 160.000 15.026 to 120 6F 28.28 65.986 0.0 2061 103.67 0.0269 0.0 225.986 6.080 Vel = 5.77 206T 0.0 2.709 IT 18.853 1.000 21.106 to 120 0.0 18.853 0.433 206 103.67 0.0269 0.0 19.853 0.534 Vel = 5.77 0.0 103.67 22.073 KFactor= 22.07 107 108.28 2.709 IT 18.853 1.000 15.791 to 120 0.0 18.853 -0.433 107T 108.28 0.0292 0.0 19.853 0.579 Vel = 6.03 1071 0.0 2.709 21 37.706 154.000 15.937 to 120 4F 18.853 75.412 0.0 207T 108.28 0.0292 21 18.853 229.412 6.689 Vel = 6.03 2071 0.0 2.709 IT 18.853 1.000 22.626 to 120 0.0 18.853 0.433 207 108.28 0.0292 0.0 19.853 0.579 Vel = 6.03 0.0 108.28 23.638 K Factor= 22.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F-ma, tjamculatlorls - OLdIIUdIU Lifeguard Fire Protection Inc. Fenton Carlsbad Research Center - 2nd floor NW Page Date 15 8/22/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn 108 94.26 2.709 IT 18.853 1.000 16.226 to 120 0.0 18.853 -0.433 108T 94.26 0.0226 0.0 19.853 0.448 Vel = 5.25 108T 0.0 2.709 4T 75.413 156.000 16.241 to 120 4F 18.853 131.971 0.0 208T 94.26 0.0226 41 37.706 287.971 6.497 Vel = 5.25 208T 0.0 2.709 IT 18.853 1.000 22.738 to 120 0.0 18.853 0.433 208 94.26 0.0226 0.0 19.853 0.449 Vel = 5.25 0.0 94.26 2.620 K Factor = 19.39 109 113.89 2.709 IT 18.853 1.000 16.369 to 120 0.0 18.853 -0.433 109T 113.89 0.0320 0.0 19.853 0.636 Vel = 6.34 109T 0.0 2.709 2T 37.706 130.000 16.572 to 120 4F 18.853 56.559 0.0 209T 113.89 0.0320 0.0 186.559 5.973 Vel = 6.34 209T 0.0 2.709 IT 18.853 1.000 22.545 to 120 0.0 18.853 11.694 209 113.89 0.0320 0.0 19.853 0.635 Vel= 6.34 0.0 113.89 34.874 KFactor= 19.29 101 71.09 3.32 0.0 8.670 11.813 to 120 0.0 0.0 0.0 102 71.09 0.0050 0.0 8.670 0.043 Vel = 2.63 102 88.46 3.32 0.0 8.670 11.856 to 120 0.0 0.0 0.0 103 159.55 0.0223 0.0 8.670 0.193 Vel = 5.91 103 77.45 3.32 0.0 8.670 12.049 to 120 0.0 0.0 0.0 104 237.0 0.0461 0.0 8.670 0.400 Vel = 8.78 104 108.46 3.32 0.0 9.500 12.449 to 120 0.0 0.0 0.0 105 345.46 0.0925 0.0 9.500 0.879 Vel = 12.80 105 74.64 3.32 0.0 12.000 13.328 to 120 0.0 0.0 0.0 106 420.1 0.1331 0.0 12.000 1.597 Vel= 15.57 106 -103.67 3.32 0.0 11.000 14.925 to 120 0.0 0.0 0.0 107 316.43 0.0787 0.0 11.000 0.866 VeI= 11.73 107 -108.28 3.32 0.0 12.000 15.791 to 120 0.0 0.0 0.0 108 208.15 0.0362 0.0 12.000 0.435 - Val =_7.7I 108 -94.26 3.32 0.0 12.000 16.226 to 120 0.0 0.0 0.0 109 113.89 0.0119 0.0 12.000 0.143 Vel= 4.22 0.0 113.89 16.369 KFactor= 28.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final ealculations - tanaara Lifeguard Fire Protection Inc. Page 16 o Fenton Carlsbad Research Center - 2nd floor NW Date 8/22107 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 204.97 6.357 0.0 8.670 21.347 - to 120 0.0 0.0 0.0 202 204.97 0.0015 0.0 8.670 0.013 Vel = 2.07 202 214.93 6.357 0.0 8.670 21.360 to 120 0.0 0.0 0.0 203 419.9 0.0057 0.0 8.670 0.049 Vel = 4.24 203 208.33 6.357 0.0 8.670 21.409 to 120 0.0 0.0 0.0 204 628.23 0.0118 0.0 8.670 0.102 Vel = 6.35 204 224.98 6.357 0.0 9.500 21.511 to 120 0.0 0.0 0.0 205 853.21 0.0208 0.0 9.500 0.198 Vel = 8.62 206 190.79 6.357 0.0 12.000 21.709 to 120 0.0 0.0 0.0 206 1044.0 0.0303 0.0 12.000 0.364 Vel = 10.55 206 103.67 6.357 IT 37.72 9.250 22.073 to 120 0.0 37.720 0.0 298 1147.67 0.0361 0.0 46.970 1.695 Vel= 11.60 298 -1464.10 6.357 IT 37.72 1.500 23.768 to 120 0.0 37.720 0.0 207 -316.43 -0.0033 0.0 39.220 -0.130 Vel = 3.20 207 108.28 6.357 0.0 12.000 23.638 to 120 0.0 0.0 0.0 208 -208.15 -0.0015 0.0 12.000 -0.018 Vel = 2.10 208 94.26 6.357 0.0 12.000 23.620 to 120 0.0 0.0 11.261 209 -113.89 -0.0006 0.0 12.000 -0.007 Vel = 1.15 0.0 -113.89 34.874 K Factor= -19.29 298 1464.09 6.357 21 25.147 33.000 23.768 to 120 0.0 25.147 0.0 299 1464.09 0.0566 0.0 58.147 3.294 Vel = 14.80 299 0.0 6.357 0.0 14.000 27.062 to 120 0.0 0.0 6.063 TOR 1464.09 0.0566 0.0 14.000 0.793 Vel = 14.80 TOR 0.0 6.357 lFsp 0.0 16.000 33.918 to 120 21 25.147 25.147 6.197 *Fixed loss ....1 BOR 1464.09 0.0567 0.0 41.147 2.331 Vel = 14.80 BOR 0.0 7.98 2F 27.183 105.000 42.446 to 150 4E 108.73 194.808 3.237 * Fixed loss = 3.237 UGI 1464.09 0.0124 IG 6.041 299.808 3.714 Vel = 9.39 IT 52.855 IZaf 0.0 UGI 500.00 7.98 1 6.041 450.000 49.397 Qa = 500 to 150 0.0 6.040 0.0 UG2 196409 0.0213 0.0 456.040 9.726 Vel = 12.60 UG2 0.0 11.2 IT 66.446 350.000 59.123 to 150 4G 26.578 212.628 2.166 TEST 1964.09 0.0041 4E 119.603 562.628 2.303 Vel = 6.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-inai Lacuiations - tanuara Lifeguard Fire Protection Inc. Page 17 Fenton Carlsbad Research Center - 2nd floor NW Date 8/22/07 ' Hyd.. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf On 0.0 196409 63.592 K Factor = 246.30 Computer Programs by Hydratec Inc., Route 111 Windham N.H. USA 03087 lm"~*212 VAutomatic Sprinkler Systems FORM 2-J Contractor's Material and Test Certificate for Aboveground Piping (ate: g4, Property Name: f/ Property Address: 2176 f / IC At,,-- C '/ 1e..o?' C Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and w i t n e s s e d b y an owner's representative. All defects shall be corrected and the system left in service before c o n t r a c t o r ' s p e r s o n n e l finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared fo r a p p r o v i n g a u t h o r i - ties, owners, and contractors. It is understood that the owner's representative's signature in no way prej u d i c e s a n y claim against contractor for faulty material, poor workmanship, or failure to comply with approving a u t h o r i t y ' s requirements or local ordinances. Plans Accepted by [approving authority's name(s)] (ir If et,2 Address Installation conforms to accepted plans? l' Yes 0 No Equipment used is approved? lR Yes 0 No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? )ff Yes 0 No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? J Yes 0 No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating 07 /i (/7 6 J5 6,A- 0.7 1 55 if e.1"allLe-55d' 0 7 7 155 Pipe and Fittings Pipe conforms to ,(F,"14- /3 standard. JO Yes 0 No Fittings conform to /V/fl,4 13 standard. Yes 0 No If no, explain. PACE 1 of 3 Copyright 0 2006 National Fire Protection Association AUtomatic Sprinkler Systems FORM 2-1 Contractor's Material and Test Certificate for Aboveground Piping 'cont.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Mm. Sec. c' 0 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time toTrip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Mm. Sec. Psi (Bar) Psi (Bar) Psi (Bar) Mm. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation 0 Pneumatic 0 Electric 0 Hydraulic Piping supervised? 0 Yes 0 No Detecting media supervised? i:i Yes 0 No Is there an accessible facility in each circuit for testing? 0 Yes 0 No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Yes No Yes No Make Model Mm. Sec. Test Description HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for two hours or SO psi ( 3 . 4 b a r ) above static pressure in excess of 150 psi (10.2 bar) for two hours. Differential dry pipe valv e c l a p p e r s s h a l l b e l e f t open during test to prevent damage. All aboveground piping leakage shalt be stopped. FLUSHING: flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 Llmin) for 4-in. (102-mm) pipe, 600 gpm (2271 1/mm) for 5-in. (127-mm) pipe, 750 gpm (2839 L/min) for 6-in. (152-mm) pipe, 1000 gpm (3785 1/mm) for 84n. (203-mm) piper 1500 gpm (5678 1/mm) for 10-in. (254-mm) pipe and 2000 gpm (7570 tjmin) for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain m a x i m u m a v a i l a b l e . Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright 0 2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-i Contractor's Material and Test Certificate for Aboveground Piping (cont.) Test Description (cont.) PNEUMATIC: Establish 40 psi (2.7 bar) air pressure and meawre drop, which shalt not exceed 11/2 psi (0.1 bar) in 24 hours, Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 2o 61 psi (bar) for 2. hrs. Dry piping pneumatically tested? 0 Yes 0 No Equipment operates properly? J9 Yes .0 No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 76 psi (bar) Drain test—Residual pressure with valye in test pipe open wide: ( C) psi (bar) Underground mains and lead-in connections to system risers flushed before connections made t o s p r i n k l e r p i p i n g Verified by copy of the U Form No. 85B JR Yes 0 No 0 Other Flushed by installer of underground sprinkler piping J' Yes 0 No 0 Other If other, explain. Blank Testing Gaskets Number used . Locations Number removed Welding Welded piping? . , Yes 0 No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? Yes 0 No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS 010.9, Level AR-37 Yes 0 No Do you certify that welding was carried out in compliance with a documented quality control .procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? Yes 0 No Hydraulic Data Nameplate Nameplate provided? 0 Yes 0 No If no, explain. Remarks Date left in service with all control valves open: 4tt4 />J41k MC Sprinkler Contractor: ,Ctra/ -P> pro teed b'I—L .ZTI C.-. Signatures of Test Witnesses - For property owner (signed)' Title Date For sprinkler contractor (signed) Titlec.Se4/e47. Date __________ PAGE 3 of 3 Copyright 0 2000 National Fire Protection Association