Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3125 TIGER RUN CT; ; AS070183
7/10/24, 8:44 AM AS070183 Permit Data City of Carlsbad Sprinkler Permit Job Address: 3125 TIGER RUN CT Permit Type: SPRINK Parcel No: 2210140100 Lot #: 0 Reference No.: PC #: Project Title: GREYHAWK BUSINESS PARK Permit No: AS070183 Status: ISSUED Applied 7/12/2007 Approved: 7/12/2007 Issued: 7/12/2007 Inspector: Applicant: Owner: PRO-TECH FIRE PROTECTION SYSTEMS PALOMAR MELROSE L L C CORP C/O ARNEL DEVELOPMENT SUITE G 949 S COAST DR #600 179 ROYMAR RD. COSTA MESA CA OCEANSIDE, CA 760-722-2455 Fees ($) - Add'l Fees Total ($) Balance ($) 186 0 186 I ü about:blank 1/1 JAO1 APPROVED 4 , BflRIT r HYDRAULIC DESIGN INFORMAl E O PARTPIIENT Name: PALOMAR FORUM B. PARK Date: JUNE 28, 2007 Location: LOT801 NATIONAL S 1,2 & 8 (PHASE I) EAGLE DRIVE System No.: CALSBAD, CA 92009 BUILDING B: 3125 TIGER RUN CT. Contract No.: BuildingçBj Drawing No.: Contractor: Calculated by: File Name: CAL AREK2thp Construction: JCGmbustible 0 Noncombustible Ceiling Height: 9-0 ft Occupancy: Light Hazard AHJ: Carlsbad Fire Department SYSTEM DESIGN FRI NFPA 13: EJ Light Hazard 0 Ordinary Hazard Group: 0 Extra Hazard Group: - Figure: Curve: E] Other (Specify): Specific Rulling: Made By: Date: 972 soft .1 gpm/sqft 225 soft gpm 100 gpm gpm Area of Sprinkler Operation Density: Area per Sprinkler: Hose Allowance Inside: Hose Allowance Outside: Rack Sprinkler Allowance: System Type: I1 Wet 0 Dry 0 Deluge 0 Pre-Action SPRINKLER or NOZZLE Make: TYCO Model: TYFRL-3221 Size: 1/2" in K-factor: 5.6 Temperature Rating: 165 OF CALCULATION SUMMARY = Flow Required: 305.33 gpm Pressure Required: 27.86 psi At: SCR "C" Factor Used: Overhead: 120 Underground: 100/150 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: ft Static: 125 psi Elevation: ft Residual: 20 psi WELL Flowing: 5,390 gpm Proof Flow: gpm Elevation: 4.5 ft Location: Source of Information: COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: Palletized: % Rack: % !RACKS ORAGE 0 Single Row 0 Conventional Pallet E] Double Row 0 Slave Pallet El Multiple Row 0 Automatic Storage O Solid Shelving Open Encapsulated 0 Nonencapsulated FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: L'l File:jCAL AREA 2.th Node . - Pressure FloW Hose' Elevation K-factor - Area Density psi gpm gpm feet gpm/(psi)1/2 sqft gpm/sqft SCR 27.86 305.33 4.500 Source HYD 28.92 0.00 2.000 UG1 31.04 0.00 -3.000 UG2 27.00 0.00 -3.000 BF1 28.43 0.00 3.000 BF2 24.42 0.00 3.000 U 30.20 0.00 -1.000 U 30.21 0.00 -1.000 Dl 26.89 0.00 -3.000 BOR 25.13 0.00 1.000 TOR 18.20 0.00 16.920 Ml 18.16 0.00 16.920 M2 17.59 0.00 16.920 M3 18.14 0.00 16.920 M4 18.13 0.00 16.920 M5 18.12 0.00 16.920 M6 18.12 0.00 16.920 M7 18.12 0.00 16.920 M8 18.12 0.00 16.920 M9 17.59 0.00 16.920 M9A 17.59 0.00 16.920 M10 17.59 0.00 16.920 M-11 17.59 0.00 16.920 M12 17.59 0.00 16.920 M13 17.58 0.00 16.920 M14 17.58 0.00 16.920 MiS 17.41 0.00 16.920 M16 17.40 0.00 16.920 M17 17.39 0.00 16.920 M18 17.38 0.00 16.920 M19 17.34 0.00 16.920 M20 17.32 0.00 16.920 R3 17.14 0.00 19.080 R4 17.12 0.00 19.080 R5 - 17.07 0.00 19.080 R6 17.10 0.00 19.080 R7 17.38 0.00 18.420 R8 17.38 0.00 18.420 R9 16.72 0.00 19.080 RiO 16.73 0.00 19.080 R11 16.65 0.00 19.080 R12 16.74 0.00 19.080 R13 17.02 0.00 18.420 R14 17.02 0.00 18.420 R9A 16.62 0.00 19.080 R10A 16.62 0.00 19.080 R11A 16.62 0.00 19.080 R1 2A 16.65 0.00 19.080 R13A 16.77 0.00 18.420 Page lof3 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 2.the Page 2 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)½ sqft gpm/sqft R14A 16.74 0.00 18.420 R15 16.50 0.00 19.080 R16 16.50 0.00 19.080 R17 16.49 0.00 19.080 RiB 16.57 0.00 19.080 R19 16.50 0.00 18.420 R20 16.32 0.00 18.420 Li 15.93 0.00 18.420 L2 15.90 0.00 18.420 L3 15.90 0.00 18.420 L4 15.91 0.00 18.420 L5 15.98 0.00 18.420 L6 16.29 0.00 18.420 L7 16.28 0.00 18.420 L8 16.28 0.00 18.420 L9 16.33 0.00 18.420 L10 16.28 0.00 18.420 Lii 16.57 0.00 19.080 L12 16.56 0.00 19.080 L13 16.59 0.00 19.080 L14 16.74 0.00 19.080 L15 16.58 0.00 19.080 Ui 15.99 0.00 19.080 U2 15.99 0.00 19.080 U3 15.99 0.00 19.080 U4 15.99 0.00 19.080 U5 16.79 0.00 19.080 U6 16.77 0.00 19.080 U7 16.65 0.00 19.080 U8 16.65 0.00 19.080 U9 16.65 0.00 19.080 U10 16.65 0.00 19.080 Uii 16.65 0.00 19.080 U12 16.65 0.00 19.080 U13 16.65 0.00 19.080 U14 16.65 0.00 19.080 U15 16.65 0.00 19.080 U16 16.65 0.00 19.080 U17 16.65 0.00 19.080 U18 16.65 0.00 19.080 U19 16.61 0.00 19.080 U20 16.60 0.00 19.080 U21. 16.59 0.00 19.080 U22 16.58 0.00 19.080 U23 16.56 0.00 19.080 U24 16.55 0.00 19.080 U25 16.55 0.00 19.080 U26 16.54 0.00 19.080 U27 16.53 0.00 19.080 06/28/07 THE Sprinkler Program 2001 File: CAL AREA 2.the Page 3 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)½ sqft gpm/sqft U28 16.52 0.00 19.080 U29 16.76 0.00 19.080 U30 16.75 0.00 . 19.080 U31 16.61 0.00 19.080 U32 16.60 0.00 19.080. U33 16.57 0.00 19.080 U34 16.56 0.00 19.080 U35 16.56 0.00 19.080 U36 16.55 0.00 19.080 U37 16.54 0.00 19.080 U38 16.53 0.00 19.080 U39 16.75 0.00 19.080 U40 16.74 0.00 19.080 U41 16.61 0.00 19.080 U42 16.60 0.00 19.080 U43 16.59 0.00 19.080 U44 16.58 .0.00 19.080 U45. 16.54 0.00 19.080 U46 16.53 0.00 19.080 Si 16.20 22.53 10.420 5.60 225.00 0.100 S2 16.98 23.07 10.420 5.60 225.00 0.103 S3 16.80 22.95 10420 5.60 225.00 0.102 S4 . 16.81 22.95 10.420 5.60 225.00 0.102 S5 16.14 22.50 10.420 5.60 225.00 0.100 S6 16.52 22.76 10.420 5.60 225.00 0.101 S7 16.51 22.75 . 10.420 5.60 225.00 0.101 S8 17.03 23.11 10.420 5.60 225.00 0.103 S9 16.45 22.71 10.420 5.60 225.00 0.101 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 2.the Page 1 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL SCR 305.33 Source 4.50 27.86 7.680 20.000 0.000 HYD 0.00 2.00 28.92 150 E GV 27.567 -1.08 205.33 1.42 47.570 0.02 HYD 0.00 2.00 28.92 7.680 15.000 0.000 UG 0.00 -1.00 30.20 150 T 43.857 -1.30 175.51 1.22 58.860 0.02 UG 0.00 -1.00 30.20 7.680 30.000 0.000 UG1 0.00 -3.00 31.04 150 TGV 48.870 -0.87 205.33 1.42 78.870 0.03 UG 0.00 -1.00 30.20 7.680 865.000 0.000 U 0.00 -1.00 30.21 150 2E 45.110 0.00 29.82 0.21 910.110 0.01 U 0.00 -1.00 30.21 7.680 565.000 0.000 HYD 0.00 2.00 28.92 150 21 87.715 -1.30 29.82 0.21 652.710 0.01 UG1 0.00 -3.00 31.04 7.680 6.000 0.000 BF1 0.00 3.00 28.43 150 E 22.555 2.60 205.33 1.42 28.560 0.01 BF1 0.00 3.00 28.43 7.680 6.000 0.000 BF2 0.00 3.00 24.42 150 E 22.555 0.00 205.33 1.42 28.560 4.01 The Flow Dependent Pressure Loss Device in this pipe accounts for 4.00 psi of the total friction loss. BF2 0.00 3.00 24.42 7.680 6.000 0.000 UG2 0.00 -3.00 27.00 150 T 43.857 -2.60 205.33 1.42 49.860 0.02 UG2 0.00 -3.00 27.00 7.680 190.000 0.000 DI 0.00 -3.00 26.89 150 3E EE 78.943 0.00 205.33 1.42 268.940 0.11 Dl 0.00 -3.00 26.89 8.510 12.000 0.001 BOR 0.00 1.00 25.13 100 3E 52.680 1.73 205.33 1.16 64.680 0.03 BOR 0.00 1.00 25.13 6.403 15.920 0.001 TOR 0.00 16.92 18.20 120 0.000 6.90 205.33 2.05 15.920 0.02 TOR 0.00 16.92 18.20 6.403 9.080 0.001 Ml 0.00 16.92 18.16 120 E 18.232 0.00 205.33 2.05 27.310 0.04 06/28/07 'THE Sprinkler Program 2001 File: CAL AREA 2.the Page 2 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length TV FL Ml 0.00 16.92 18.16 6.403 3.250 0.001 M3 0.00 16.92 18.14 120 E 18.232 0.00 185.46 1.85 21.480 0.03 M3 0.00 16.92 18.14 6.403 9.750 0.001 M4 0.00 16.92 18.13 120 0.000 0.00 158.84 1.58 9.750 0.01 M4 0.00 16.92 18.13 6.403 10.250 0.001 M5 0.00 16.92 18.12 120 0.000 0.00 130.70 1.30 10.250 0.01 M5 0.00 16.92 18.12 6.403 9.750 0.000 M6 0.00 16.92 18.12 120 0.000 0.00 93.98 0.94 9.750 0.00 M6 0.00 16.92 18.12 6.403 11.250 0.000 M7 0.00 16.92 18.12 120 0.000 0.00 62.77 0.63 11.250 0.00 M7 0.00 16.92 18.12 6.403 12.000 0.000 M8 0.00 16.92 18.12 120 0.000 0.00 31.39 0.31 12.000 0.00 M9 0.00 16.92 17.59 4.310 2.170 0.000 M9A 0.00 16.92 17.59 120 0.000 0.00 25.63 0.56 2.170 0.00 M9A 0.00 16.92 17.59 4.310 7.580 0.000 M10 0.00 16.92 17.59 120 0.000 . 0.00 7.77 0.17 7.580 0.00 M10 0.00 16.92 17.59 4.310 10.250 0.000 Mil 0.00 16.92 17.59 120 0.000 0.00 17.32 0.38 10.250 0.00 Mil 0.00 16.92 17.59 4.310 9.750 0.000 M12 0.00 16.92 17.59 120 0.000 0.00 1.38 0.03 9.750 0.00 M12 0.00 16.92 17.59 4.310- 11.250 0.000 M13 0.00 16.92 17.58 120 0.000 0.00 29.63 0.65 11.250 0.00 M13 0.00 16.92 17.58 4.310 12.000 0.000 M14 0.00 16.92 17.58 120 0.000 0.00 16.26 0.36 12.000 0.00 06/28/07 'THE' Sprinkler Program 2001 File: CAL AREA 2.the Page 3 of 12 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL M15 0.00 16.92 17.41 4.310 9.250 0.000 M16 0.00 16.92 17.40 120 0.000 0.00 38.72 0.85 9.250 0.00 M16 0.00 16.92 17.40 4.310 10.000 0.001 M17 0.00 16.92 17.39 120 0.000 0.00 57.31 1.26 10.000 0.01 M17 0.00 16.92 17.39 4.310 10.000 0.002 M18 0.00 16.92 17.38 120 0.000 0.00 75.69 1.66 10.000 0.02 M18 0.00 16.92 17.38 4.310 13.000 0.003 M19 0.00 16.92 17.34 120 0.000 0.00 112.94 2.48 13.000 0.04 M19 0.00 16.92 17.34 4.310 11.670 0.001 M20 0.00 16.92 17.32 120 0.000 0.00. 66.35 1.46 11.670 0.01 M3 0.00 16.92 18.14 2.703 2.160 0.002 R3 0.00 19.08 17.14 120 El 27.976 0.94 26.62 1.49 30.140 0.07 M4 0.00 16.92 18.13 2.703 2.160 0.002 R4 0.00 19.08 17.12 120 El 27.976 0.94 28.14 1.57 30.140 0.07 MS 0.00 16.92 18.12 2.703 2.160 0.004 R5 0.00 19.08 17.07 120 El 27.976 0.94 36.72 2.05 30.140 0.12 M6 0.00 16.92 18.12 2.703 2.160 0.003 R6 0.00 19.08 17.10 120 El 27.976 0.94 31.22 1.75 30.140 0.09 M7 0.00 16.92 18.12 2.703 1.500 0.003 R7 0.00 18.42 17.38 120 El 27.976 0.65 31.37 1.75 29.480 0.09 M8 0.00 16.92 18.12 2.703 1.500 0.003 R8 0.00 18.42 17.38 120 El 27.976 0.65 31.39 1.76 29.480 0.09 M9 0.00 16.92 17.59 2.703 2.160 0.002 R9 0.00 19.08 16.72 120 El 27.976 -0.94 26.62 1.49 30.140 0.07 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 2.the Page 4 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow - Velocity Ttl Length Ttl FL M10 0.00 16.92 17.59 2.703 2.160 0.002 RiO 0.00 19.08 16.73 120 ET 27.976 -0.94 28.14 1.57 30.140 0.07 Mil 0.00 16.92 17.59 2.703 2.160 0.000 R11 0.00 19.08 16.65 120 ET 27.976 0.94 0.33 0.02 30.140 0.00 M12 0.00 16.92 17.59 2.703 2.160 0.003 R12 0.00 19.08 16.74 120 El 27.976 -0.94 31.22 1.75 30.140 0.09 M13 0.00 16.92 17.58 2.703 1.500 0.003 R13 0.00 18.42 17.02 120 ET 27.976 -0.65 31.37 1.75 29.480 0.09 M14 0.00 16.92 17.58 2.703 1.500 0.003 R14 0.00 18.42 17.02 120 ET 27.976 -0.65 31.39 1.76 29.480 0.09 M9A 0.00 16.92 17.59 2.703 2.160 0.001 R9A 0.00 19.08 16.62 120 ET 27.976 0.94 17.87 1.00 30.140 0.03 M10 0.00 16.92 17.59 2.703 . 2.160 0.001 R10A 0.00 19.08 16.62 120 ET 27.976 0.94 18.59 . 1.04 30.140 0.03 Mill 0.00 16.92 17.59 2.703 2.160 0.001 R11A .0.00 19.08 16.62 . 120 ET 27.976; D 0.94 18.38 1.03 30.140 0.03 M12 0.00 . 16.92 17.59 2.703 2.160 0.000 R1 2A 0.00- 19.08 16.65 120 El 27.976 0.94 0.21 0.01 30.140 0.00 M13 0.00 . 16.92 17.58 2.703 1.500 0.006 R1 3A 0.00 18.42 16.77 120 El 27.976 0.65 44.74 2.50 29.480 0.17 M14 0.00 16.92 17.58 2.703 1.500 0.006 R14A 0.00 18.42 16.74 120 El 27.976 0.65 47.66 . 2.66 29.480 0.19 M15 0.00 16.92 17.41 2.703 2.160 0.001 R15 0.00 19.08 16.50 120 ET 27.976 -0.94 17.87 . 1.00 30.140 0.03 06/28/07 . . 'THE Sprinkler Program 2001 File: CAL AREA 2.the Page 5 of 12 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL M16 0.00 16.92 17.40 2.703 2.160 0.001 R16 0.00 19.08 16.50 120 ET 27.976 -0.94 18.59 1.04 30.140 0.03 M17 0.00 16.92 17.39 2.703 2.160 0.001 R17 0.00 19.08 16.49 120 ET 27.976 -0.94 18.38 1.03 30.140 0.03 M18 0.00 16.92 17.38 2.703 2.160 0.004 R18 0.00 19.08 16.57 120 El 27.976 -0.94 37.25 2.08 30.140 0.12 M19 0.00 16.92 17.34 2.703 1.500 0.006 R19 0.00 18.42 16.50 120 El 27.976 0.65 46.59 2.60 29.480 0.18 M20 0.00 16.92 17.32 2.703 1.500 0.012 R20 0.00 18.42 16.32 120 El 27.976 0.65 66.35 3.71 29.480 0.35 R3 0.00 19.08 17.14 2.703 108.580 0.002 U39 0.00 19.08 16.75 120 T5E 65.277 0.00 26.62 1.49 173.860 0.38 U39 0.00 19.08 16.75 2.703 5.420 0.002 L14 0.00 19.08 16.74 120 0.000 0.00 26.62 1.49 5.420 0.01 U40 0.00 19.08 16.74 1.728 1.170 0.000 L14 0.00 19.08 16.74 120 T 11.290 0.00 0.00 0.00 12.460 0.00 L14 0.00 19.08 16.74 2.703 1.080 0.002 R9 0.00 19.08 16.72 120 E 9.325 0.00 26.62 1.49 10.410 0.02 R4 0.00 19.08 17.12 2.703 90.080 0.002 U29 0.00 19.08 16.76 120 T4E 55.952 0.00 28.14 1.57 146.030 0.36 U29 0.00 19.08 16.76 2.703 5.420 0.002 U30 0.00 19.08 16.75 120 0.000 0.00 28.14 1.57 5.420 0.01 U30 0.00 19.08 16.75 2.703 1.080 0.002 RiO 0.00 19.08 16.73 120 E 9.325 0.00 28.14 1.57 10.410 0.03 06/28/07 'THE Sprinkler Program 2001 4 File: CAL AREA 2.the Page 6 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL R5 0.00 19.08 17.07 2.703 85.670 0.004 U17 0.00 19.08 16.65 120 1 18.651 0.00 36.72 2.05 104.320 0.42 U17 0.00 19.08 16.65 2.703 5.420 0.000 U18 0.00 19.08 16.65 120 0.000 0.00 0.33 0.02 5.420 0.00 U18 0.00 19.08 16.65 2.703 1.080 0.000 R11 0.00 19.08 16.65 120 E 9.325 0.00 0.33 0.02 10.410 0.00 R6 0.00 19.08 17.10 2.703 85.670 0:003 U5 0.00 19.08 16.79 120 T 18.651 0.00 31.22 1.75 104.320 0.31 U5 0.00 19.08 16.79 2.703 5.420 0.003 U6 0.00 19.08 16.77 120 0.000 0.00 31.22 1.75 5.420 0.02 U6 0.00 19.08 16.77 2.703 1.080 0.003 R12 0.00 19.08 16.74 120 E 9.325 0.00 31.22 1.75 10.410 0.03 R7 0.00 18.42 17.38 2.703 92.250 0.003 R13 0.00 18.42 17.02 120 1 E 27.976 0.00 31.37 1.75 120.230 0.36 R8 0.00 18.42 17.38 2.703 92.250 0.003 R14 0.00 18.42 17.02 120 1 E 27.976 J 0.00 31.39 1.76 120.230 0.36 R9A 0.00 19.08 16.62 2.703 1.500 0.001 U41 0.00 19.08 16.61 120 E 9.325 0.00 17.87 1.00 10.830 0.01 U41 0.00 19.08 16.61 2.703 6.080 0.001 U42 0.00 19.08 16.60 120 0.000 0.00 17.87 1.00 6.080 0.01 U42 0.00 19.08 16.60 2.703 7.500 0.001 L13 0.00 19.08 16.59 120 E 9.325 0.00 17.87 1.00 16.830 0.02 06/28/07 "THE Sprinkler Program 2001 File: CAL AREA 2.the Page 7 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL L13 0.00 19.08 16.59 1.728 5.920 0.000 U43 0.00 19.08 16.59 120 T 11.290 0.00 0.00 0.00 17.210 0.00 L13 0.00 19.08 16.59 2.703 9.000 0.001 L15 0.00 19.08 16.58 120 0.000 0.00 17.87 1.00 9.000 0.01 L15 0.00 19.08 16.58 1.728 5.920 0.000 U44 0.00 19.08 16.58 120 T 11.290 0.00 0.00 0.00 17.210 0.00 L15 0.00 19.08 16.58 2.703 14.750 0.001 U45 0.00 19.08 16.54 120 2E 18.651 0.00 17.87 1.00 33.400 0.04 U45 0.00 19.08 16.54 2.703 8.000 0.001 U46 0.00 19.08 16.53 120 0.000 0.00 17.87 1.00 8.000 0.01 U46 0.00 19.08 16.53 2.703 8.670 0.001 R15 0.00 19.08 16.50 120 T 18.651 0.00 17.87 1.00 27.320 0.03 R10A 0.00 19.08 16.62 2.703 1.500 0.001 U31 0.00 19.08 16.61 120 E 9.325 0.00 18.59 1.04 10.830 0.01 U31 0.00 19.08 16.61 2.703 6.080 0.001 U32 0.00 19.08 16.60 120 0.000 0.00 18.59 1.04 6.080 0.01 U32 0.00 19.08 16.60 2.703 6.410 0.001 Lii 0.00 19.08 16.57 120 T 18.651 0.00 18.59 1.04 25.060 0.03 Lii 0.00 19.08 16.57 1.728 2.080 0.000 U33 0.00 19.08 16.57 120 1 11.290 0.00 0.00 0.00 13.370 0.00 Lii 0.00 19.08 16.57 2.703 7.000 0.001 L12 0.00 19.08 16.56 120 0.000 0.00 18.59 1.04 7.000 0.01 06/28/07 'THE Sprinkler Program 2001 File: CAL AREA 2.the Page 8 of 12 Node Node Flow K-factor Elevation Pressure Diameter • Length Eric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl_Length Ttl FL L12 0.00 19.08 16.56 1.728 U34 0.00 19.08 16.56 120 T 0.00 0.00 L12 0.00 19.08 16.56 2.703 U35 0.00 19.08 16.56 120 18.59 1.04 U35 0.00 19.08 16.56 2.703 U36 0.00 19.08 16.55 120 18.59 1.04 U36 0.00 19.08 16.55 2.703 U37 0.00 19.08 16.54 120 18.59 1.04 U37 0.00 19.08 16.54 2.703 U38 0.00 19.08 16.53 120 18.59 1.04 U38 0.00 19.08 16.53 2.703 R16 0.00 19.08 16.50 120 18.59 1.04 R11A 0.00 19.08 16.62 2.703 U19 0.00 19.08 16.61 120 E 18.38 1.03 U19 0.00 19.08 16.61 2.703 U20 0.00' 19.08 16.60 120 18.38 1.03 U20 0.00 19.08 16.60 2.703 U21 0.00 19.08 16.59 120 18.38 1.03 U21 0.00 19.08 16.59 2.703 U22 0.00 19.08 16.58 120 18.38 1.03 U22 0.00 19.08 16.58 2.703 U23 0.00 19.08 16.56 120 E 18.38 1.03 U23 0.00 • 19.08 16.56 2.703 U24 0.00 19.08 16.55 120 18.38 1.03 2.080 0.000 11.290 0.00 13.370 0.00 5.750 0.001 0.000 0.00 5.750 0.01 8.410 0.001 0.000 0.00 8.410 0.01 8.500 0.001 0.000 0.00 8.500 0.01 8.000 0.001 0.000 0.00 8.000 0.01 4.670 0.001 18.651 0.00 23.320 0.03 1.500 0.001 9.325 0.00 10.830 0.01 6.080 0.001 0.000.- 0.00 6.080 0.01 8.000 0.001 0.000 0.00 8.000 0.01 7.410 0.001 0.000 0.00 7.410 0.01 8.250 0.001 9.325 0.00 17.580 0.02 10.000 0.001 0.000 0.00 10.000 0.01 06/28/07 "THE' Sprinkler Program 2001 File: CAL AREA 2.the Page 9 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL U24 0.00 19.08 16.55 2.703 5.750 0.001 U25 0.00 19.08 16.55 120 0.000 0.00 18.38 1.03 5.750 0.01 U25 0.00 19.08 16.55 2.703 8.410 0.001 U26 0.00 19.08 16.54 120 0.000 0.00 18.38 1.03 8.410 0.01 U26 0.00 19.08 16.54 2.703 8.500 0.001 U27 0.00 19.08 16.53 120 0.000 0.00 18.38 1.03 8.500 0.01 U27 0.00 19.08 16.53 2.703 8.000 0.001 U28 0.00 19.08 16.52 120 0.000 0.00 18.38 1.03 8.000 0.01 U28 0.00 19.08 16.52 2.703 4.670 0.001 R17 0.00 19.08 16.49 120 T 18.651 0.00 18.38 1.03 23.320 0.03 R1 2A 0.00 19.08 16.65 2.703 1.500 0.000 U7 0.00 19.08 16.65 120 E 9.325 0.00 0.21 0.01 10.830 0.00 U7 0.00 19.08 16.65 2.703 6.080 0.000 U8 0.00 19.08 16.65 120 0.000 0.00 - 0.21 0.01 6.080 0.00 U8 0.00 19.08 16.65 2.703 8.000 0.000 U9 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 8.000 0.00 U9 0.00 19.08 16.65 2.703 7.910 0.000 1-110 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 7.910 0.00 U10 0.00 19.08 16.65 2.703 32.500 0.000 Ull 0.00 19.08 16.65 120 E 9.325 0.00 0.21 0.01 41.830 0.00 Ull 0.00 19.08 16.65 2.703 6.410 0.000 U12 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 6.410 0.00 U12 0.00 19.08 16.65 2.703 6.410 0.000 U13 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 6.410 0.00 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 2.the Page 10 of 12 - Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL U13 0.00 19.08, 16.65 2.703 6.410 0.000 U14 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 6.410 0.00 U14 0.00 19.08 16.65 2.703 7.000 0.000 U15 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 7.000 0.00 U15 b.00 19.08 16.65 2.703 6.000 0.000 U16 0.00 19.08 16.65 120 0.000 0.00 0.21 ' 0.01 6.000 0.00 U16 0.00 19.08 16.65 2.703 6.000 0.000 U17 0.00 19.08 16.65 120 0.000 0.00 0.21 0.01 6.000 .0.00 U17 0.00 19.08 16.65 2.703 2.160 0.004 R18 . 0.00 19.08 16.57 120 T 18.651 0.00 37.25 2.08 20.810 0.09 R13A 0.00 18.42 16.77 2.703 64.330 0.006 L6 0.00 18.42 16.29 120 2E 18.651 0.00 44.74 2.50 ' 82.980 0.48 L6 0.00 18.42 16.29 2.703 8.000 0.002 L7 .' 0.00 18.42 16.28 120 ' 0.000 0.00 21.98 1.23 8.000 .0.01 L7 0.00 18.42 16.28 2.703 7.080 0.000 L10 - 0.00 18.42 16.28 120 . 0.000 0.00 0.77 0.04 7.080 0.00 L10 0.00 18.42 16.28 2.703 3.170 0.000 L8 0.00 18.42 16.28 120 0.000 0.00 0.77 0.04 3.170 0.00 L8 0.00 18.42 16.28 2.703 . 28.170 0.002 L9 0.00 ' 18.42 16.33 120 0.000 0.00 23.88 1.34 28.170 0.05 L9 . 0.00 18.42 16.33 2.703 9.920 0.006 R19 0.00 . 18.42 16.50 120 T 18.651 0.00 46.59 ., 2.60 28.570 0.18 S6 22.76 5.60 10.42 16.52 1.191 10.330 0.089 L6 0.00 18.42 16.29 120 2E 21 25.980 -3.47 22.76 . 6.55 36.310 3.23 06/28/07 1 . "THE" Sprinkler Program 2001 File: CAL AREA 2.the Page ii of 12 Node Node Node Flow Node Flow Pipe Flow K-factor K-factor Elevation Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL S7 22.75 5.60 10.42 16.51 1.191 10.330 0.089 L7 0.00 18.42 16.28 120 2E 21 25.980 -3.47 22.75 6.55 36.310 3.23 L10 0.00 18.42 16.28 2.703 3.920 0.000 Ui 0.00 19.08 15.99 120 ET 27.976 0.00 0.00 0.00 31.900 0.00 Ui 0.00 19.08 15.99 2.703 6.420 0.000 U2 0.00 19.08 15.99 120 0.000 0.00 0.00 0.00 6.420 0.00 U2 0.00 19.08 15.99 2.703 6.420 0.000 U3 0.00 19.08 15.99 120 0.000 0.00 0.00 0.00 6.420 0.00 U3 0.00 19.08 15.99 2.703 6.420 0.000 U4 0.00 19.08 15.99 120 0.000 0.00 0.00 0.00 6.420 0.00 SB 23.11 5.60 10.42 17.03 1.191 12.920 0.092 L8 0.00 18.42 16.28 120 2E 16.702 -3.47 23.11 6.65 29.620 2.71 S9 22.71 5.60 10.42 16.45 1.191 11.670 0.089 L9 0.00 18.42 16.33 120 2E 2T 25.980 -3.47 22.71 6.54 37.650 3.34 R14A 0.00 18.42 16.74 2.703 88.000 0.006 Li 0.00 18.42 15.93 120 4E 37.301 0.00 47.66 2.66 125.300 0.81 Li 0.00 18.42 15.93 2.703 16.080 0.002 L2 0.00 18.42 15.90 120 0.000 0.00 25.12 1.40 16.080 0.03 L2 0.00 18.42 15.90 2.703 10.170 0.000 L3 0.00 18.42 15.90 120 0.000 0.00 2.05 0.11 10.170 0.00 L3 0.00 18.42 15.90 2.703 8.000 0.001 L4 0.00 18.42 15.91 120 0.000 0.00 20.90 1.17 8.000 0.01 L4 0.00 18.42 15.91 2.703 12.170 0.006 L5 0.00 18.42 15.98 120 0.000 0.00 43.85 2.45 12.170 0.07 06/28/07 'THE Sprinkler Program 2001 File: CAL AREA 2.the Page 12 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL L5 0.00 18.42 15.98 2.703 9.920 0.012 R20 0.00 18.42 16.32 120 T 18.651 0.00 66.35 3.71 28.570 0.34 Si 22.53 5.60 10.42 16.20 1.191 10.670 0.087 Li 0.00 18.42 15.93 120 2E 2T 25.980 -3.47 22.53 6.49 36.650 3.20 S2 23.07 5.60 10.42 16.98 1.191 9.500 0.091 L2 0.00 18.42 15.90 120 2E 16.702 -3.47 23.07 6.64 26.200 2.39 S3 22.95 5.60 10.42 16.80 1.191 11.750 0.090 L3 0.00 18.42 15.90 120 2ET 16.702 -3.47 22.95 6.61 28.450 2.57 S4 22.95 5.60 10.42 16.81 1.191 11.750 0.090 L4 0.00 18.42 15.91 120 2E 16.702 -3.47 22.95 6.61 28.450 2.57 S5 22.50 5.60 10.42 16.14 1.191 11.920 0.087 L5 0.00 18.42 15.98 120 2E 2T 25.980 -3.47 22.50 6.48 37.900 3.30 Ml 0.00 16.92 18.16 2.203 125.080 0.003 M2 0.00 16.92 17.59 120 T4E 40.916 0.00 19.87 1.67 166.000 0.58 M2 0.00 16.92 17.59 2.203 3.330 0.000 M9 0.00 16.92 17.59 120 T 13.639 0.00 0.98 0.08 16.970 0.00 M2 0.00 16.92 17.59 2.203 34.080 0.004 M15 0.00 16.92 17.41 120 2E 13.639 0.00 20.85 1.76 47.720 0.18 Units Legend Flow = gpm Velocity = ft/sec Fric Loss = psi/ft Elevation = feet Length, Elev Loss, Pressure = psi Eqv Length, Ttl FL = psi Diameter = inches Ttl Length = feet 06/28/07 "THE" Sprinkler Program 2001 - File: CAL AREA 2.the Page 1 of 1 Hydraulic Summary WATER SUPPLY INFORMATION: Static (psi): 125.00 Residual (psi): 20.00 @ (gpm): 5,390.00 Hose (gpm): 100.00 System req. (gpm): 305.33 @ (psi): 27.86 Supply available: 124.48 psi Safety margin: 96.63 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend B2 = Blue Brute PVC Class 200 DO = Ductile Iron Class 50 DF = Allied Dyna-Flow/Super Flo NOTES: 6.65 ft/sec in the pipe between Nodes: S8 and L8 0.01 gpm Fitting Type Legend E = 90 degree standard elbow GV = Gate valve T = Tee (flow turned 90 degrees EE = 45 degree elbow 06/28/07 "THE" Sprinkler Program 2001 Supply Flow Curve CCALC AREA 2 Test Date: 6/28/2007 Static Hydrant: NE INTERSECTION OF K STREET AND 13 1/2 STREET. Design GPM: 305 GPM Flow Hydrant: NEW CONNECTION OF FIRE SERVICE BACKFLOW PREVENTER Design PSI: 27.9 PSI Ps 125.0 PSI Test Static Pressure Reading Available Pressure at Design GPM: 124.5 PSI Pr 20.0 PSI Test Residual Pressure Reading PSI Headroom : 96.62 PSI 78% GPMr 5390 GPM Test Flow at Residual Pressure GPM Headroom: 4863 GPM 1593% I_.... . a. r.uvv I ei u..,..iai y .,ur we QA1B5 —4 —PSI Desicin Point 51 60 40 20 0+ 0 500 1000 1500 2000 2500 3000 3500 4000 Flow GPM CALO AREA 2 Printed 6/28/2007 140 120 100 22 80 APPROVESUBPJITT4 SB CAR HYDRAULIC DESIGN SHEE Name: PALOMAR FORUM B. PARK Date: JUNE 28, 2007 Location: LOT801 NATIONAL S 1,2 & 8 (PHASE I) EAGLE DRIVE System No.: CALSBAD, CA 92009 BUILDING B: 3125 TIGER RUN CT. Contract No.: Building: B Drawing No.: Contractor: Calculated by: File Name: CAL AREA 1.the Construction: IJ Combustible 0 Noncombustible Ceiling Height: 20-9 ft Occupancy: Extra Hazard Group I- No storage over 12'-0" AHJ: Carlsbad Fire Department SYSTEM DESIGN II NFPA 13: 0 Light Hazard 0 Ordinary Hazard Group: E1 Extra Hazard Group: Figure: Curve: Other (Specify): F1 Specific Rulling: Made By: Date: Area of Sprinkler Operation: 3088 sqft System Type: [E Wet 0 Dry 0 Deluge 0 Pre-Action Density: .45 gpm/sqft Area per Sprinkler: 85 sqft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: TYCO Model: TY-5811 Hose Allowance Outside: 500 gpm Size: 3/4" in K-factor: 11.2 Rack Sprinkler Allowance: gpm Temperature Rating: 212 OF CALCULATION SUMMARY Flow Required: 2,477.81 gpm Pressure Required: 86.23 psi At: SCR "C" Factor Used: Overhead: 120 Underground: 100/150 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: ft Static: 125 psi Elevation: ft Residual: 20 psi WELL Flowing: 5390 gpm Proof Flow: gpm Elevation: 4.5 ft Location: Source of Information: COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE Single Row 0 Conventional Pallet F1 Double Row 0 Slave Pallet El Multiple Row FLUE SPACING Longitudinal: in Transverse: Horizontal Barriers Provided: 0 Automatic Storage 0 Encapsulated 0 Solid Shelving 0 Nonencapsulated 0 Open CLEARANCE FROM TOP OF STORAGE TO CEILING in ft in 4.500 2.000 -3.000 -3.000 3.000 3.000 -1.000 -1.000 -3.000 1.000 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 16.920 19.080 19.080 19.080 19.080 18.420 18.420 19.080 19.080 19.080 19.080 18.420 18.420 19.080 19.080 19.080 19.080 18.420 Source I...... File: CAL AREA 1 .the Page lof3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)½ sqft gpm/sqft SCR 86.23 2,477.81 HYD 86.08 0.00 UG1 85.04 0.00 UG2 78.06 0.00 BF1 81.70 0.00 BF2 76.75 0.00 UG 86.23 0.00 U 86.90 0.00 Dl 71.05 0.00 BOR 67.16 0.00 TOR 58.74 0.00 Ml 56.13 0.00 M2 20.37 0.00 M3 54.43 0.00 M4 53.85 0.00 M5 53.43 0.00 M6 53.22 0.00 M7 53.11 0.00 M8 53.08 0.00 M9 19.86 0.00 M9A 19.83 0.00 M10 19.83 0.00 Mil 19.83 0.00 M12 20.14 0.00. M13 20.46 0.00 M14 20.58 0.00 M15 15.66 0.00 M16 15.65 0.00 M17 15.66 0.00 M18 15.75 0.00 M19 15.76 0.00 M20 15.78 0.00 R3 48.84 0.00 R4 47.71 0.00 AS 44.58 0.00 R6 45.92 0.00 R7 47.09 0.00 R8 47.08 0.00 R9 20.79 0.00 RiO 21.08 0.00 All 17.70 0.00 R12 22.10 0.00 R13 25.19 0.00 R14 25.28 0.00 R9A 16.21 0.00 R10A 15.73 0.00 A11A 14.87 0.00 R12A 16.64 0.00 R13A 18.66 0.00 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1.the Page 2 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(ps½ sqft gpm/sqft R14A 19.39 0.00 18.420 R15 14.46 0.00 19.080 R16 13.79 0.00 19.080 R17 13.20 0.00 19.080 R18 16.22 0.00 19.080 R19 15.02 0.00 18.420 R20 15.67 0.00 18.420 Li 17.06 0.00 18.420 L2 16.77 0.00 18.420 L3 16.58 0.00 18.420 L4 16.43 0.00 18.420 L5 16.20 0.00 18.420 L6 15.42 0.00 18.420 L7 15.11 0.00 18.420 L8 14.84 0.00 18.420 L9 14.93 0.00 18.420. L10 .14.83 0.00 18.420 Lii 13.14 0.00 19.080 L12. 12.99 0.00 19.080 L13 14.39 0.00 19.080 L14 21.43 0.00 19.080 L15 14.28 0.00 19.080 Ui 12.66 39.84 19.080 11.20 85.00 0.469. U2 12.43 39.49 19.080 11.20 85.00 0.465 U3 12.33 39.33 19.080 11.20 85.00 0.463 U4 12.30 39.28 19.080 11.20 85.00 0.462 U5 23.90 54.76 19.080 11.20 85.00 0.644 U6 23.10 53.83 19.080 11.20 85.00 . 0.633 U7 . 15.72 44.41 19.080 11.20 85.00 0.522 U8 15.41 43.96 19.080 11.20 85.00 0.517 U9 15.19 43.65 19.080 11.20 85.00 0.514 UiO 15.11 43.54 19.080 11.20 85.00 0.512 Uii 15.08 43.49 19.080 11.20 85.00 0.512 U12 15.09 43.51 19.080 11.20 85.00 0.512 U13 15.18 43.64 19.080 11.20 85.00 0.513 U14 15.39 43.94 19.080 11.20 85.00 0.517 U15 15.81 44.53 19.080 11.20 85.00 0.524 U16 16.37 45.32 19.080 11.20 85.00 0.533 U17 17.19 46.44 19.080 11.20 85.00 0.546 U18 17.29 46.56 19.080 11.20 85.00 0.548 U19 13.43 41.04 19.080 11.20 85.00 0.483 U20 12.85 40.15 19.080 11.20 85.00 0.472 U21 12.34 39.35 19.080 11.20 85.00 0.463 U22 12.06 38.90 19.080 11.20 85.00 0.458 U23 11.73 38.36 19.080 11.20 85.00 0.451 U24 11.67 38.25 19.080 11.20 85.00 0.450 U25 11.66 38.25 19.080 11.20 85.00 0.450 U26 11.69 38.29 19.080 11.20 85.00 0.450 U27 11.79 38.46 19.080 11.20 85.00 0.452 06/28/07 'THE' Sprinkler Program 2001 File: CAL AREA 1 .the Page 3of3 - Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)½ sqft gpm/sqft U28 12.02 38.83 19.080 11.20 85.00 0.457- U29 22.47 53.09 19.080 11.20 85.00 0.625 U30 21.84 52.34 19.080 11.20 85.00 0.616 U31 14.60 42.79 19.080 11.20 85.00 0.503 U32 14.18 42.17 19.080 11.20 85.00 0.496 U33 12.59 39.75 19.080 11.20 85.00 0.468 U34 12.45 39.52 19.080 11.20 85.00 0.465 U35 12.95 40.30 19.080 11.20 85.00 0.474 U36 12.95 40.30 19.080 11.20 85.ÔO 0.474 U37 12.97 40.33 19.080 11.20 85.00 0.475 U38 13.08 40.50 19.080 11.20 85.00 0.476 U39 21.99 52.51 19.080 11.20 85.00 0.618 U40 20.63 50.87 19.080 11.20 85.00 0.598 U41 15.24 43.73 19.080 11.20 85.00 0.514 U42 14.90 43.24 19.080 11.20 85.00 0.509 U43 13.64 41.36 19.080 11.20 85.00 0.487 U44 13.53 41.20 19.080 11.20 85.00 0.485 U45 14.20 42.21 19.080 11.20 85.00 0.497 U46 14.21 42.22 19.080 11.20 85.00 0.497 Si 20.53 0.00 10.420 S2 20.23 0.00 10.420 S3 20.04 0.00 10.420 S4 19.90 0.00 10.420 S5 19.67 0.00 10.420 S6 18.89 0.00 10.420 S7 18.58 0.,00 10.420 S8 18.31 0.00 10.420 S9 18.39 0.00 . 10.420 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1 the Page 1 of 12 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL SCR 2,477.81 Source 4.50 86.23 7.680 20.000 0.026 HYD 0.00 2.00 86.08 150 E CV 27.567 -1.08 1,977.81 13.70 47.570 1.24 HYD 0.00 2.00 86.08 7.680 15.000 0.019 UG 0.00 -1.00 86.23 150 T 43.857 -1.30 1,690.56 11.71 58.860 1.15 UG 0.00 -1.00 86.23 7.680 30.000 0.026 UG1 0.00 -3.00 85.04 150 T GV 48.870 -0.87 1,977.81 13.70 78.870 2.05 UG 0.00 -1.00 86.23 7.680 865.000 0.001 U 0.00 -1.00 86.90 150 2E 45.110 0.00 287.25 1.99 910.110 0.67 U 0.00 -1,00 86.90 7.680 565.000 0.001 HYD 0.00 2.00 86.08 150 2T 87.715 -1.30 287.25 1.99 652.710 0.48 UG1 0.00 -3.00 85.04 7.680 6.000 0.026 BF1 0.00 3.00 81.70 150 E 22.555 2.60 1,977.81 13.70 28.560 0.74 BF1 0.00 3.00 81.70 7.680 6.000 0.026 BF2 0.00 3.00 76.75 150 E 22.555 0.00 1,977.81 13.70 28.560 4.94 The Flow Dependent Pressure Loss Device in this pipe'accounts for 4.20 psi of the total friction loss; BF2 0.00 3.00 76.75 7.680 6.000 0.026 UG2 0.00 -3.00 78.06 150 T 43.857 -2.60 1,977.81 13.70 49.860 1.30 UG2 0.00 -3.00 78.06 7.680 190.000 0.026 Dl 0.00 -3.00 71.05 150 3E EE 78.943 0.00 1,977.81 13.70 268.940 7.00 Dl 0.00 -3.00 71.05 8.510 12.000 0.033 BOR 0.00 1.00 67.16 100 3E 52.680 1.73 1,977.81 11.16 64.680 2.16 BOR 0.00 1.00 67.16 6.403 15.920 0.095 TOR 0.00 16.92 58.74 120 0.000 6.90 1,977.81 19.71 15.920 1.52 TOR 0.00 16.92 58.74 6.403 9.080 0.095 Ml 0.00 16.92 56.13 120 E 18.232 0.00 1,977.81 19.71 27.310 2.61 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1 .the Page 2of12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL Ml 0.00 16.92 56.13 6.403 M3 0.00 16.92 54.43 120 E 1,792.59 17.86 M3 0.00 16.92 54.43 6.403 M4 0.00 16.92 53.85 120 1,527.54 15.22 M4 0.00 16.92 53.85 6.403 M5 0.00 16.92 53.43 120 1,245.88 12.41 M5 0.00 16.92 53.43 6.403 M6 0.00 16.92 53.22 120 892.75 8.90 M6 0.00 16.92 53.22 6.403 M7 0.00 16.92 53.11 120 578.92 5.77 M7 0.00 16.92 53.11 6.403 M8 0.00 16.92 53.08 120 289.10 2.88 M9 0.00 16.92 19.86 4.310 M9A 0.00 16.92 19.83 120 225.53 4.96 M9A 0.00 16.92 19.83 4.310 M10 ' 0.00' 16.92 19.83 120 28.64 0.63 M10 0.00 16.92 19.83 4.310 Mill 0.00 16.92 19.83 120 10.12 0.22 Mu 1 0.00 16.92 19.83 4.310 M12 0.00 16.92 20.14 120 382.12 8.40 M12 0.00 16.92 20.14 4.310 M13 0.00 16.92 20.46 120 368.58 8.11 M13 0.00 16.92 20.46 4.310 M14 0.00 16.92 20.58 120 204.84 4.50 3.250, 0.080 18.232 0.00 21.480 1.71 9.750 0.059 0.000 0.00 9.750 0.58 10.250 0.041 0.000 0.00 10.250 0.42 9.750 0.022 0.000 0.00 9.750 0.21 11.250 0.010 0.000 0.00 11.250. 0.11 12.000 0.003 0.000 0.00 12.000 0.03 2.170 0.012 0.000 0.00 2.170 0.03 7.580 0.000 0.000 -k 0.00 7.580 0.00 10.250 0.000 0.000 0.00 10.250 0.00 9.750 0.031 0.000 0.00 9.750 . 0.31 11.250 0.029 0.000 0.00 11.250 0.33 12.000 0.010 0.000 0.00 12.000 0.12 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1.the Page 3 of 12 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL M15 0.00 16.92 15.66 4.310 9.250 0.001 M16 0.00 16.92 15;65 120 0.000 0.00 64.30 1.41 9.250 0.01 M16 0.00 16.92 15.65 4.310 10.000 0.001 M17 0.00 16.92 15.66 120 0.000 0.00 46.38 1.02 10.000 0.01 M17 0.00 16.92 15.66 4.310 10.000 0.009 M18 0.00 16.92 15.75 120 0.000 0.00 191.37 4.21 10.000 0.09 M18 0.00 16.92 15.75 4.310 13.000 0.001 M19 0.00 16.92 15.76 120 0.000 0.00 52.40 1.15 13.000 0.01 M19 0.00 16.92 15.76 4.310 11.670 0.002 M20 0.00 16.92 15.78 120 0.000 0.00 84.26 1.85 11.670 0.02 M3 0.00 16.92 54.43 2.703 2.160 0.154 R3 0.00 19.08 48.84 120 ET 27.976 0.94 265.06 14.82 30.140 4.65 M4 0.00 16.92 53.85 2.703 2.160 0.173 R4 0.00 19.08 47.71 120 ET 27.976 0.94 281.65 15.75 30.140 5.21 M5 0.00 16.92 53.43 2.703 2.160 0.263 R5 0.00 19.08 44.58 120 ET 27.976 0.94 353.13 19.74 30.140 7.91 M6 0.00 16.92 53.22 2.703 2.160 0.211 R6 0.00 19.08 45.92 120 ET 27.976 0.94 313.83 17.55 30.140 6.36 M7 0.00 16.92 53.11 2.703 1.500 0.182 R7 0.00 18.42 47.09 120 ET 27.976 0.65 289.82 16.20 29.480 5.37 M8 0.00 16.92 53.08 2.703 1.500 0.181 R8 0.00 18.42 47.08 120 ET 27.976 0.65 289.10 16.16 29.480 5.35 M9 0.00 16.92 19.86 2.703 2.160 0.062 R9 0.00 19.08 20.79 120 El 27.976 -0.94 161.68 9.04 30.140 1.87 06/28/07 THE' Sprinkler Program 2001 File: CAL AREA 1 .the Page 4 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL M10 0.00 16.92 19.83 2.703 2.160 0.073 RiO 0.00 19.08 21.08 120 ET 27.976 -0.94 176.23 9.85 30.140 2.19 - Mil 0.00 16.92 19.83 2.703 2.160 0.040 R11 0.00 19.08 17.70 120 ET 27.976 0.94 127.13 7.11 30.140 1.20 M12 0.00 16.92 20.14 2.703 2.160 0.096 R12 0.00 19.08 22.10 120 ET 27.976 -0.94 205.24 11.48 30.140 2.90 M13 0.00 16.92 20.46 2.703 1.500 0.182 R13 0.00 18.42 25.19 120 ET 27.976 -0.65 289.82 16.20 29.480 5.37 M14 0.00 16.92 20.58 2.703 1.500 0.181 R14 0.00 18.42 25.28 120 ET 27.976 -0.65 289.10 16.16 29.480 5.35 M9A 0.00 16.92 19.83 2.703 . 2.160 0.089 R9A 0.00 19.08 16.21 120 ET 27.976 0.94 196.89 11.01 30.140 2.69 M10 0.00 16.92 19.83 2.703 2.160 0.105 R1 OA 0.00 19.08 15.73 120 ET 27.976 0.94 214.98 12.02 30.140 3.16 MU .. 0.00 16.92 19.83 2.703 2.160. 0.133 R11A 0.00 19.08 14.87 120 ET' -- 27.976. 0.94 244.88 13.69 30.140 4.02 M12 0.00 16.92 20.14 2.703 2.160 0.085 R1 2A 0.00 19.08 16.64 120 ET 27.976 0.94 191.70 10.72 30.140 2.56 M13 0.00 16.92 20.46 2.703 1.500 0.039 R13A 0.00 18.42 18.66 120 ET 27.976 0.65 126.09 . 7.05 29.480 1.15 M14 0.00 16.92 20.58 2.703 . 1.500 . 0.019 R14A 0.00 18.42 19.39 120 ET -. 27.976 0.65 84.26 4.71 29.480 0.55 M15 0.00 16.92 15.66. 2.703 2.160 0.009 R15 0.00 19.08 14.46 120 El 27.976 0.94 57.07 3.19 30.140 0.27 06/28/07 . 'THE' Sprinkler Program 2001 File: CAL AREA 1 .the Page 5 of 12 Node Node Node Flow Node Flow Pipe Flow K-factor K-factor Elevation Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL M16 0.00 16.92 15.65 2.703 2.160 0.031 R16 0.00 19.08 13.79 120 ET 27.976 0.94 110.68 6.19 30.140 0.93 M17 0.00 16.92 15.66 2.703 2.160 0.051 R17 0.00 19.08 13.20 120 ET 27.976 0.94 144.99 8.11 30.140 1.52 M18 0.00 16.92 15.75 2.703 2.160 0.047 R18 0.00 19.08 16.22 120 ET 27.976 -0.94 138.97 7.77 30.140 1.41 M19 0.00 16.92 15.76 2.703 1.500 0.003 R19 0.00 18.42 15.02 120 ET 27.976 0.65 31.85 1.78 29.480 0.09 M20 0.00 16.92 15.78 2.703 1.500 0.019 R20 0.00 18.42 15.67 120 El 27.976 -0.65 84.26 4.71 29.480 0.55 R3 0.00 19.08 48.84 2.703 108.580 0.154 U39 52.51 11.20 19.08 21.99 120 T5E 65.277 0.00 265.06 14.82 173.860 26.85 U39 52.51 11.20 19.08 21.99 2.703 5.420 0.103 L14 0.00 19.08 21.43 120 0.000 0.00 212.54 11.88 5.420 0.56 U40 50.87 11.20 19.08 20.63 1.728 1.170 0.064 L14 0.00 ' 19.08 21.43 120 T 11.290 0.00 50.87 6.96 12.460 0.80 L14 0.00 19.08 21.43 2.703 1.080 0.062 R9 0.00 19.08 20.79 120 E 9.325 0.00 161.68 9.04 10.410 0.64 R4 0.00 19.08 47.71 2.703 90.080 0.173 U29 53.09 11.20 19.08 22.47 120 T 4 55.952 0.00 281.65 15.75 146.030 25.23 U29 53.09 11.20 19.08 22.47 2.703 5.420 0.117 U30 52.34 11.20 19.08 21.84 120 0.000 0.00 228.56 12.78 5.420 0.64 U30 52.34 11.20 19.08 21.84 2.703 1.080 0.073 RiO 0.00 19.08 21.08 120 E 9.325 0.00 176.23 9.85 10.410 0.76 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1 .the Page 6 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Eric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL R5 0.00 19.08 44.58 2.703 85.670 0.263 U17 46.44 11.20 19.08 17.19 120 T 18.651 0.00 353.13 19.74 104.320 27.39 U17 46.44 11.20 19.08 17.19 2.703 5.420 0.017 U18 46.56 11.20 19.08 17.29 120 0.000 0.00 80.57 4.50 5.420 0.09 U18 46.56 11.20 19.08 17.29 2.703 1.080 0.040 R11 0.00 19.08 17.70 120 E 9.325 0.00 127.13 7.11 10.410 0.41 R6 0.00 19.08 45.92 2.703 85.670 0.211 U5 54.76 11.20 19.08 23.90 120 1 18.651 0.00 313.83 17.55 104.320 22.02 US 54.76 11.20 19.08 23.90 2.703 5.420 0.148 U6 53.83 11.20 19.08 23.10 120 0.000 0.00 259.07 14.49 5.420 0.80 U6 53.83 11.20 19.08 23.10 2.703 1.080 0.096 R12 0.00 19.08 22.10 120 E 9.325 0.00 205.24 11.48 . 10.410 1.00 R7 0.00 18.42 47.09 2.703 92.250 0.182 R13 0.00 18.42 25.19 120 T E 27.976 0.00 289.82 16.20 120.230 21.90 R8 0.00 18.42 47.08 2.703 92.250 0.181 R14 0.00 18.42 25.28 120 TE 27.976.-- 0.00 289.10 16.16 120.230 21.80 R9A 0.00 19.08 16.21 2.703 1.500 0.089 U41 43.73 11.20 19.08 15.24 120 E 9.325 0.00 196.89 11.01 10.830 0.96 U41 43.73 11.20 19.08 15.24 2.703 . 6.080 0.056 U42 43.24 11.20 19.08 14.90 120 0.000 0.00 153.16 8.56 6.080 0.34 U42 43.24 11.20 19.08 14.90 2.703 7.500 0.030 L13 0.00 19.08 14.39 120 E 9.325 0.00 109.92 6.15 16.830 0.51 06/28/07 'THE Sprinkler Program 2001 File: CAL AREA 1.the Page 7 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL L13 0.00 19.08 14.39 1.728 5.920 0.044 U43 41.36 11.20 19.08 13.64 120 T 11.290 0.00 41.36 5.66 17.210 0.76 L13 0.00 19.08 14.39 2.703 9.000 0.013 L15 0.00 19.08 14.28 120 0.000 0.00 68.56 3.83 9.000 0.11 L15 0.00 19.08 14.28 1.728 5.920 0.044 U44 41.20 11.20 19.08 13.53 120 T 11.290 0.00 41.20 5.64 17.210 0.75 L15 0.00 19.08 14.28 2.703 14.750 0.002 U45 42.21 11.20 19.08 14.20 120 2E 18.651 0.00 27.36 1.53 33.400 0.08 U45 42.21 11.20 19.08 14.20 2.703 8.000 0.001 U46 42.22 11.20 19.08 14.21 120 0.000 0.00 14,85 0.83 8.000 0.01 U46 42.22 11.20 19.08 14.21 2.703 8.670 0.009 R15 0.00 19.08 14.46 120 T 18.651 0.00 57.07 3.19 - 27.320 0.25 R1 OA 0.00 19.08 15:73 2.703 1.500 0.105 U31 42.79 11.20 19.08 14.60 120 E 9.325 0.00 214.98 12.02 10.830 1.14 U31 42.79 11.20 19.08 14.60 2.703 6.080 0.070 U32 42.17 11.20 19.08 14.18 120 0.000 0.00 172.19 9.63 6.080 0.42 U32 42.17 11.20 19.08 14.18 2.703 6.410 0.041 Lii 0.00 19.08 13.14 120 T 18.651 0.00 130.03 7.27 25.060 1.04 Lii 0.00 19.08 13.14 1.728 2.080 0.041 U33 39.75 11.20 19.08 12.59 120. T 11.290 0.00 39.75 5.44 13.370 0.55 Lii 0.00 19.08 13.14 2.703 7.000 0.021 L12 0.00 19.08 12.99 120 0.000 0.00 90.28 5.05 7.000 0.15 06/28/07 "THE' Sprinkler Program 2001 File: CAL AREA 1.the Page 8 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL L12 0.00 19.08 12.99 1.728 2.080 0.040 U34 39.52 11.20 19.08 12.45 120 T 11.290 0.00 39.52 5.41 13.370 0.54 L12 0.00 19.08 12.99 2.703 5.750 0.007 U35 40.30 11.20 19.08 12.95 120 0.000 0.00 50.76 . 2.84 5.750 0.04 U35 40.30 11.20 19.08 12.95 2.703 8.410 0.000 U36 40.30 11.20 19.08 12.95 120 0.000 0.00 10.45 0.58 V 8.410 0.00 U36 40.30 11.20 19.08 12.95 2.703 8.500 0.003 U37 40.33 11.20 19.08 12.97 120 V 0.000 0.00 29.84 1.67 8.500 0.02 U37 40.33 11.20 19.08 12.97 2.703 8.000 0.013 U38 40.50 11.20 19.08 13.08 120 0.000 0.00 70.18 3.92 8.000 0.11 U38 40.50 11.20 19.08 13.08 2.703 4.670 0.031 R16 0.00 19.08 13.79 120 1 18.651 0.00 110.68 6.19 23.320 0.72 'R11A 0.00 19.08 14.87 2.703 1.500 0.133 U19 41.04 11.20 19.08 13.43 120 E 9.325 0.00 244.88 13.69 10.830 1.44 U19 41.04 11.20 19.08 13.43 2.703 V V 6.080 0.095 U20 40.1511- 11.20 19.08 12.85 120 V V 0.000 0.00 203.84 11.40 V 6.080 0.58 U20 40.15 11.20 V 19.08 12.85 2.703 8.000 0.063 U21 39.35 11.20 19.08 12.34 120 0.000 0.00 163.69 9.15 8.000 0.51 U21 39.35 11.20 19.08 12.34 2.703 7.410 0.038 U22 38.90 11.20 19.08 12.06 120 0.000 0.00 124.33 6.95 7.410 0.28 U22 38.90 11.20 19.08 12.06 2.703. . 8.250 0.019 U23 38.36 11.20 19.08 11.73 120 E 9.325 0.00 85.44 V . 4.78 17.580 0.33 U23 38.36 11.20 19.08 11.73 2.703 10.000 0.006 V U24 38.25 11.20 19.08 11.67 120 V 0.000 0.00 47.08 2.63 10.000 0.06 06/28/07 V "THE' Sprinkler Program 2001 File: CAL AREA 1.the Page 9 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL U24 38.25 11.20 19.08 11.67 2.703 5.750 0.000 U25 38.25 11.20 19.08 11.66 120 0.000 0.00 8.83 0.49 5.750 0.00 U25 38.25 11.20 19.08 11.66 2.703 8.410 0.003 U26 38.29 11.20 19.08 11.69 120 0.000 0.00 29.42 1.65 8.410 0.02 U26 38.29 11.20 19.08 11.69 2.703 8.500 0.012 U27 38.46 11.20 19.08 11.79 120 0.000 0.00 67.71 3.79 8.500 0.11 U27 38.46 11.20 19.08 11.79 2.703 8.000 0.028 U28 38.83 11.20 19.08 12.02 120 0.000 0.00 106.17 5.94 8.000 0.23 U28 38.83 11.20 19.08 12.02 2.703 4.670 0.051, R17 0.00 19.08 13.20 120 T 18.651 0.00 144.99 8.11 23.320 1.18 R1 2A 0.00 19.08 16.64 2.703 1.500 0.085 U7 44.41 11.20 19.08 15.72 120 E 9.325 0.00 191.70 10.72 10.830 0.92 U7 44.41 11.20 19.08 15.72 2.703 6.080 0.052 U8 43.96 11.20 19.08 15.41 120 0.000 0.00 147.28 8.23 6.080 0.32 U8 43.96 11.20 19.08 15.41 2.703 8.000 0.027 U9 43.65 - 11.20 19.08 15.19 120 0.000 0.00 103.32 5.78 8.000 0.22 U9 43.65 11.20 19.08 15.19 2.703 7.910 0.010 U10 43.54 11.20 19.08 15.11 120 0.000 0.00 59.67 3.34 7.910 0.08- U10 43.54 11.20 19.08 15.11 2.703 32.500 0.001 Ull 43.49 11.20 19.08 15.08 120 E 9.325 0.00 16.12 0.90 41.830 0.04 Ull 43.49 11.20 19.08 15.08 2.703 6.410 0.002 U12 43.51 11.20 19.08 15.09 120 0.000 0.00 27.37 1.53 6.410 0.01 U12 43.51 11.20 19.08 15.09 2.703 6.410 0.013 U13 43.64 11.20 19.08 15.18 120 0.000 0.00 70.88 3.96 6.410 0.09 06/28/07 "THE' Sprinkler Program 2001 File: CAL AREA 1 .the Page 10 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elèv Loss Pipe Flow . Velocity Ttl Length Ttl FL U13 43.64 11.20 19.08 15.18 2.703 6.410 0.033 U14 43.94 11.20 19.08 15.39 120 0.000 0.00 114.51 6.40 6.410 0.21 U14 43.94 11.20 19.08 15.39 2.703 7.000 0.060 U15 44.53 11.20 19.08 15.81 120 0.000 0.00 158.45 8.86 7.000 0.42 U15 44.53 11.20 19.08 15.81 2.703 6.000 0.094 U16 45.32 11.20 19.08 16.37 120. 0.000 0.00 202.97 11.35 6.000 0.57 U16 45.32 11.20 19.08 16.37. 2.703 6.000 0.137 U17 46.44 11.20 19.08 17.19 120 0.000 0.00 248.29 13.88 6.000 0.82 U17 46.44 11.20 19.08 17.19 2.703 2.160 0.047 R18 0.00 19.08 16.22 120 1 18.651 0.00 138.97 7.77 20.810 0.97 R13A 0.00 18.42 18.66 2.703 64.330 0.039 L6 0.00 18.42 15.42 120 2E . 18.651 0.00 126.09 7.05 82.980 3.24 L6 0.00 18.42 15.42 2.703 8.000 0.039 L7 0.00 18.42 15.11 120 0.000 0.00 126.09 7.05 8.000 0.31 L7 0.00 . 18.42 15.11 2.703 7.080 0.039 L10 0.00 18.42 14.83 120 - .' . 0.000 0.00 126.09 7.05 7.080 0.28 L10 0.00 18.42 14.83 2.703. 3.170 0.003 L8 . 0.00 18.42 14.84 120 0.000 0.00 31.85 1.78 3.170 0.01 L8 . 0.00 18.42 14.84 2.703 28.170 0.003 L9 0.00 18.42 14.93 120 0.000 0.00 31.85 1.78 28.170 0.09 L9 0.00 . 18.42 14.93 2.703 9.920 0.003 R19 0.00 18.42 15.02 120 T 18.651 0.00 31.85 1.78 28.570 0.09 $6 0.00 10.42 18.89 1.191 . 10.330 0.000 L6 0.00 18.42 15.42 120 2E 2T 25.980 0.00 0.00 0.00 36.310 0.00 06/28/07 . "THE Sprinkler Program 2001 File: CAL AREA 1.the Page 11 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length E!ev Loss Pipe Flow Velocity Ttl Length Ttl FL S7 0.00 10.42 18.58 1.191 10.330 0.000 L7 0.00 18.42 15.11 120 2E 2T 25.980 0.00 0.00 0.00 36.310 0.00 L10 0.00 18.42 14.83 2.703 3.920 0.059 Ui 39.84 11.20 19.08 12.66 120 ET 27.976 0.29 157.94 8.83 31.900 1.89 Ui 39.84 11.20 19.08 12.66 2.703 6.420 0.035 U2 39.49 11.20 19.08 12.43 120 0.000 0.00 118.10 6.60 6.420 0.22 U2 39.49 11.20 19.08 12.43 2.703 6.420 0.016 U3 39.33 11.20 19.08 12.33 120 0.000 0.00 78.61 4.39 6.420 0.10 U3 39.33 11.20 19.08 12.33 2.703 6.420 0.005 U4 39.28 11.20 19.08 12.30 120 0.000 0.00 39.28 2.20 6.420 0.03 SB 0.00 10.42 18.31 1.191 12.920 0.000 L8 0.00 18.42 14.84 120 2ET 16.702 0.00 0.00 0.00 29.620 0.00 S9 0.00 10.42 18.39 1.191 11.670 0.000 L9 0.00 18.42 14.93 120 2E 2T 25.980 0.00 0.00 0.00 37.650 0.00 R14A 0.00 18.42 19.39 2.703 88.000 0.019 Li 0.00 18.42 17.06 120 4E 37.301; 0.00 84.26 4.71 125.300 2.32 Li 0.00 18.42 17.06 2.703 16.080 0.019 L2 0.00 18.42 16.77 120 0.000 0.00 84.26 4.71 16.080 0.30 L2 0.00 18.42 16.77 2.703 10.170 0.019 L3 0.00 18.42 16.58 120 0.000 0.00 84.26 4.71 10.170 0.19 L3 0.00 18.42 16.58 2.703 8.000 0.019 L4 0.00 18.42 16.43 120 0.000 0.00 84.26 4.71 8.000 0.15 L4 0.00 18.42 16.43 2.703 12.170 0.019 L5 0.00 18.42 16.20 120 0.000 0.00 84.26 4.71 12.170 0.23 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1 .the Page 12 of 12 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL L5 0.00 18.42 16.20 2.703 9.920 0.019 R20 0.00 18.42 15.67 120 T 18.651 0.00 84.26 4.71 28.570 0.53 Si 0.00 10.42 20.53 1.191 10.670 0.000 Li 0.00 18.42 17.06 120 2E 2T 25.980 0.00 0.00 0.00 36.650 0.00 S2 0.00 10.42 20.23 1.191 9.500 0.000 L2 0.00 18.42 16.77 120 2E 16.702 0.00 0.00 0.00 26.200 0.00 S3 0.00 10.42 20.04 1.191 11.750 0.000 L3 0.00 18.42 16.58 120 2E 16.702 0.00 0.00 0.00 28.450 0.00 S4 0.00 10.42 19.90 1.191 11.750 0.000 L4 0.00 18.42 16.43 120 2ET 16.702 0.00 0.00 0.00 28.450 0.00 S5 0.00 10.42 19.67 1.191 11.920 0.000 L5 0.00 18.42 16.20 120 2E21 25.980 0.00 0.00 0.00 37.900 0.00 Mi 0.00 16.92 56.13 2.203 125.080 0.215 M2 0.00 16.92 20.37 120 T4E 40.916 0.00 185.22 15.59 166.000 35.77 M2 0.00 16.92 20.37 2.203 3.330 0.030 M9 0.00 16.92 19.86 120 T 13.639 0.00 63.86 5.37 16.970 0.51 M2 0.00 16.92 20.37 2.203 34.080 0.099 M15 0.00 16.92 15.66 120 2E 13.639 0.00 121.36 10.22 47.720 4.70 Units Legend Flow = gpm Elevation = feet Pressure = psi Diameter = inches Velocity = ft/sec Length, Eqv Length, Ttl Length = feet Fric Loss = psi/ft Elev Loss, Ttl FL = psi 06/28/07 "THE" Sprinkler Program 2001 File: CAL AREA 1 .the Page 1 of 1 Hydraulic Summary WATER SUPPLY INFORMATION: Static (psi): 125.00 Residual (psi): 20.00 @ (gpm): 5,390.00 Hose (gpm): 500.00 System req. (gpm): 2,477.81 @ (psi): 86.23 Supply available: 100.07 psi Safety margin: 13.84 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend B2 = Blue Brute PVC Class 200 DO = Ductile Iron Class 50 OF = Allied Dyna-Flow/Super Flo NOTES: 19.74 ft/sec in the pipe between Nodes: MS and R5 0.01 gpm Fitting Type Legend E = 90 degree standard elbow GV = Gate valve T = Tee (flow turned 90 degrees EE = 45 degree elbow 06/28/07 "THE" Sprinkler Program 2001 Supply Flow Curve C PALOMAR FORUM BUILDING B.45 Test Date: 6/28/2007 Static Hydrant: NE INTERSECTION OF K STREET AND 13 1/2 STREET. Design GPM: 2478 GPM Flow Hydrant: NEW CONNECTION OF FIRE SERVICE BACKFLOW PREVENTER Design PSI: 86.2 PSI Ps 125.0 PSI Test Static Pressure Reading Available Pressure at Design GPM: 100.1 PSI Pr 20.0 PSI Test Residual Pressure Reading PSI Headroom : 13.84 PSI 14% GPMr 5390 GPM Test Flow at Residual Pressure GPM Headroom: 668 GPM 27% Flow Test Summary Curve 0A185 140 120 100 80 —•—Psi 0) • Design Point 0) 60 40 20 0 o 500 1000 1500 2000 2500 3000 3500 4000 Flow GPM CALC AREA 1 Printed 6/28/2007 AS0-7o i~S Contractor's Material and Test Certificate for Aboveground piping PROCEDURE Upon comptation of work inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: Palomar Forum Building B DATE: PROPERTY ADDRESS: ri25TigerRun Ct., Carlsbad, CA -J PLANS ACCEPTED BY APPROVING AUTHORITIES (NAMES): Carlsbad Fire Dept. ADDRESS: 1835 Faraday Ave., Carlsbad, CA INSTALLATION CONFORMS TO ACCEPTED PLANS [J YES Li NO EQUIPMENT USED IS APPROVED !I YES LINO 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? YES LI NO IF NO, EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: Ld YES Li NO SYSTEM COMPONENTS INSTRUCTIONS F±1 YES LI NO CARE AND MAINTENANCE INSTRUCTIONS ElVES LINO NFPA 25 El YES LI NO LOCATION OF SYSTEM SUPPLIES BUILDINGS: SPRINKLERS MAKE MODEL YEAR OF MANUFACTURI ORIFICE SIZE QUANTITY TEMPERATURE RATING Tyco TY-FRL 5811 2007 3/4 113 212 Tyco TY-FRL 3221 2007 1/2 90 165 Tyco TY-FRL 3221 2007 1/2 3 165 Tyco TY-FRL 3121 2007 1/2 69 212 PIPE AND FITTINGS Type of Pipe: Sch 40, Sch 10, Dyne-Flow Dyna-Thread Type of Fitting: Grooved, CWDi Threaded ALARM VALVE OR FLOW ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION TYPE MAKE MODEL MIN SEC Flow Switch Potter Electric VSF-R INDICATOR DRY PIPE OPERATING TEST DRY VALVE Q.O.D. _- I MODEL SERIAL NO. MAKE MODEL SE 0. TIME TO TRIP THROUGH TEST CONNECTION TIER PRESSRE. AIR PRESSURE TRIP POINT AIR PRIES TIMjWTER -' EACHED TEST OUTLET ALARM OPERATED PROPERLY MIN SEC PSI —.PSI -Si MIN SEC YES NO Without 0.0.0.. With Q.O.D. ON LI PNEUMATIC El ELECtRIC LI HYDR.AUUC PIPING SUPERVISED -LYs U NO I DETECTING MEDIA SUPERVID—D YES NO DOES VALVE OPERATE FROM THE MANALIIP AND/OR REMOTE CONTROL SThIlN fl YES fl NO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIR TESTING IF NO, EXPLAIN PREACTION VALVES EJYES DOEjAGWCTCUIT OPERATE DOES EACH C rCUI MAXIMUM TIME TO MAKE MODEL SOERVISION LOSS ALARM? OPERATE VALVE RELEASE? RATE RELEASE YES NO YES NO MIN—. '--_SEC PRESSURE LO SETTING STATIC PRESSURE RESIDUAL FrESSU TE REDUCING & FLOOR MODEL WING) ________ VALVE TEST OUTL I OUTLET (PSI) FLOW (GPM) HYDROSTATIC; Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 pal (3.4 bars) above TEST static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open durIng DESCRIPTION test to prevent damage. All abovegroung piping leakage snail be stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (.01 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. __________________________________________ ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR _. IIRS IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED El YES El NO N/A EQUIPMENT OPERATES PROPERLY El YES END DO'OU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS TEST OR STOPPING LEAKS? El YES El NO - DRAIN READING OF GAGE LOCATED NEAR WATER. RESIDUAL PRESSURE WITH VALVE IN TEST TEST I SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MAKE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 853 El YES ONO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- I GROUND SPRINKLER PIPING El YES []NO IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REP- RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? El YES El NO IF NO, EXPLAIN BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING JYES LJNO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OFAT LEAST AWS DI0.9, LEVEL AR-3? E] YES El NO DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? El YES NO DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE 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? . El YES El NO CUTOUTS (DISCS) DO YOU CERITIFY THE YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? El YES ONO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE El YES El NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS \ L1 .'4AM 01- iNIcL.N I.0N I KAO I 01( PRO-TECH FIRE PROTECTION SYSTEM CORP. TESTS WITNESSED BY SIGNATURES FO PROPERTY 0 IGN 0) TITLE DATE / I ef ,uL d u f/ee7 ORSPRIN B ON T (SIGNED) TITLE czp.2ø ADDITIONAL EXPLANATION A D NOTES I