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HomeMy WebLinkAbout5818 EL CAMINO REAL; ; AS050002; PermitCity of Carlsbad Sprinkler Permit Permit No: AS050002 5818 EL CAM INO Job Address: REAL Permit Type: SPRINK Parcel No: 2090503000 Lot #: 0 Reference No.: Status: ISSUED Applied 1/19/2005 Approved: 2/2/2005 Issued: 2/2/2005 PC #: Inspector: Project Title: K-2, INC. T.I. FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: AZTEC FIRE PROTECTION FENTON H G COMPANY 8109 COMMERCIAL STREET C/O PROJECT MANAGER 7588 METROPOLITAN DR LA MESA, CA SAN DIEGO CA (619) 464-5625 Fees ($) Add'I Fees ($) Total ($) Balance ($) 115 0 115 0 A&oc5oôo2. CITY OF CARLSBAD I HYDRAULIC SI dy 5cM&ILtJ APPROVED S Name: K-2 INC TENANT IMPROVEMENT Subject to field inspection and reOd: Location: 5818 EL CAMINO REAL tests, notations hereon, conditionSYtem CARLSBAD, CA 92008 correspondence and contormanCOt11ra Building: ABOVE CEILING PROTECTION BELOW E :NE regulations. The stamli winc Contractor: of these clans t9rq?e the violation of any File Name: K2-BMI.the or rp la Construction: IJ Combustible 0 Dale Occupancy: LIGHT AND ORDINARY HAZARD 0CC PANG' AHJ: CITY OF CARLSBAD FIRE DEPARTMENT member 29, 2004 Jo.: DA-BMI No.: No.: FP-2.1 eight: 12.5 ft SYSTEM DESIGN I NFPA 13: LI Light Hazard 0 Ordinary Hazard Group: Extra Hazard Group: Figure: Curve: O Other (Specify): O Specific Rulling: Made By: Date: Area of Sprinkler Operation: 1500 sqft System Type: 9 Wet 0 Dry Deluge 0 Pre-Action Density: 0.10 gpm/sqft Area per Sprinkler: 130 sqft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: TYCO Model: TY-FRB Hose Allowance Outside: 250 gpm Size: 1/2 in K-factor: 5.6 Rack Sprinkler Allowance: gpm Temperature Rating: 200 OF CALCULATION SUMMARY Flow Required: 292.49 gpm Pressure Required: 62.75 psi At: "C" Factor Used: Overhead: Underground: WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: ft Static: psi Elevation: ft Residual: psi WELL Flowing: gpm Proof Flow: gpm Elevation: ft Location: Source of Information: COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE O Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated U Double Row 0 Slave Pallet JJ Solid Shelving D Nonencapsulated O Multiple Row 0 Open FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: File: K2-BMI,the Page 1 of I Hydraulic Summary WATER SUPPLY INFORMATION Static (psi): 86.40 Residual (psi): 77.40 @ (gpm): 1500.00 Hose (gpm) 10000 Systein req. (gpm): 292.49 © (psi): 62.75 Supply available: 85.96 psi Safety margin: 23.21 psi Maximum velocity in the system is: 15.76 ft/sec in the pipe between Nodes: 47 and 55 Continuity at all nodes satisfied to 0.01 gpm Pieype Legend Fitting Type Legend 81 =.Blue Brute PVC Class 150 T = Tee (flow turned 90 degrees Dl Ductile Iron Class 51 GV = Gate valve 10= Schedule 10 E = 90 degree standard elbow AO= Schedule 40 NOTES THE WATER FLOW TEST INFROMATION USED FOR THIS HYDRAULIC CALCULATION HAS BEEN REDUCED BY 10% OF THE ACTUAL WATER FLOW TEST PROVIDED BY CARLSBAD FIRE DEPARTMENT. 01/05/05 "THE" Sprinkler Program 2001 N File: K2BMI.the V, . . . Page 1 of 2 Noe. Pressure V Flow Hose Elevation K-factor Area Density V 'V psi gpm gpm feet gpm/(psi)Y2 sqft gpm/sqft 6275 292.49 0.000 Source 3F1; ,. .62.70 0.00 0.000 V 3F2 V 53,43 0.00 0.000 DIP. '.' 53.39 0.00 0.000 V -3O R- V '53.17 0.00 0.500 TOR '. . 41.43 V 0.00 . 27.500 41.21 0.00 27.500 41.19 0.00. V 27.500 V3 41.18. 0.00 27.500 t4'V' V 4117 0.00 27.500 V 4116 . 0.00 27.500 6 . ,41 15 0.00 V 27.500 .4114 0.00 27.500 4113 , ' 0.00 27.500 19 . 41.1:. 0.00 27.500 10, .41:12 0.00 27.500 :41.12 ;VV 0.00 27.500 12 41.12 0.00 27.500 V13' 41.11 . 0.00 . 27.500 31 41.11 0.00 27.500 r; 14, ', 41.11 0.00 ' 27.500 15 V .' 41.11 0.00 27.500 LV 16 .. . .40.90 , .' 0.00 27.500 3'' •" . .40.90 0.00' 27.500 1'7 . V 40.92 0.00 27.500 18 V, 40•94 0.00 27.500 ' 40.96 0.00 ' 27.500 20 . . 40.97 ', 0.00 27.500 21 40.97 .. s. 0.00 27.500 . V 22 .. V ' . . 40.98 0.00 27.500 23 .. 40.98 0.00 27.500 24 . , 40.98 .' 0.00 27.500 25, 4C.98 0.00 27.500 ' 26. 4C.98 V 27.500 V 4c9 •V 000 27.500 27 4C.98 V . 0.00 . 27.500 .28 ', 4c99 , 0.00 . 27.500 V , 29 40.99. 0.00 27.500 V V :30 V 40.99 . 0.00' 27.500 34,: V 45.17 . 0.00 10.660 . V .35 - . 45.20 0.00 10.660 36 45.31 0.00 V. , 10.660 37 V 45.21 . 0.00, V 10.660 , V V 38 .497 ' 0.00 '. ' 10.660 V 39 . , 4..89 . . 0.00 . . 10.660 40 4.77 O.001 10.660 41 ' . 44.73 . 0.00 10.660 42 44 60 0.00 10.660 -43 44.28 . 0.00. Vj 10.660 0'./05/05 V V ' V 'THE' Sprinkler Program 2001 File: K2-BM1.the Page 2 of 2 Node Pressure Flow Hose Elevaticn K-factor Area Density psi gpm gpm feet gpm/(psi)% sqft gpm/sqft 44 43.96 0.00 10.660 45 44.00 0.00 10.660 46 34.22 0.00 10.660 47 18.95 0.00 10.660 48 13.94 0.00 10.660 49 11.41 0.00 10.660 50 10.73 0.00 10.660 51 18.02 0.00 10.660 52 14.15 0.00 10.660 53 11.47 0.00 10.660 54 10.75 0.00 10.660 55 29.79 0.00 10.660 101 12.61 19.88 10.660 5.60 130.00 0.153 102 7.92 15.76 10.660 5.60 130.00 0.121 103 7.43 15.27 10.660 5.60 130.00 0.117 104 12.60 19.87 10.660 5.60 130.00 0.153 105 7.52 15.35 10.660 5.60 130.00 0.118 106 7.05 14.86 10.660 5.60 130.00 0.114 107 7.47 15.30 10.660 5.60 130.00 0.118 108 7.00 14.81 10.660 5.60 130.00 0.114 109 7.53 15.37 10.660 5.60 130.00 0.118 110 7.06 14.88 10.660 5.60 130.00 0.114 111 7.98 15.82 10.660 5.60 130.00 0.122 112 7.48 15.31 10.660 5.60 130.00 0.118 01/05/05 . "THE" Sprinkler Program 2001 File: K2-BM1.the Page 1 of 2 Begin Node End Node Flow Diameter Type Fittings gpm inches C-Value Length Eqv Length feet feet Ttl Length Fric Loss feet psi/ft Ttl FL Elev Loss psi psi Velocity ft/s SRC > BF1 192.49 7.980 BI TGV 150 154.000 39.000 193.000 0.000 0.06 0.00 1.23 BF1 > BF2 192.49 8.450 Dl 4E 140 15.000 72.000 87.000 0.000 9.27 0.00 1.10 The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 9.25 psi of the total friction loss. BF2 > DIP 192.49 7.980 Bi E 150 111.000 18.000 129.000 0.000 0.04 0.00 1.23 DIP > BOR 192.49 8.450 Dl E 140 15.000 18.000 33.000 0.000 0.01 0.22 1.10 BOR > TOR 192.49 6.357 10 GV 120 27.500 3.000 30.500 0.001 0.04 11.70 1.95 TOR > 1 192.49 6.357 10 3E 120 120.500 42.000 162.500 0.001 0.22 0.00 1.95 1 > 2 179.14 6.357 10 120 14.000 0.000 14.000 0.001 0.02 0.00 1.81 2 > 3 166.64 6.357 10 120 14.000 0.000 14.000 0.001 0.01 0.00 1.68 3 > 4 155.07 6.357 10 120 13.330 0.000 13.330 0.001 0.01 0.00 1.57 4 > 5 144.22 6.357 10 120 13.750 0.000 13.750 0.001 0.01 0.00 1.46 5 > 6 134.00 6.357 10 120 12.500 0.000 12.500 0.001 0.01 0.00 1.35 6 > 7 124.23 6.357 10 120 13.750 0.000 13.750 0.001 0.01 0.00 1.26 7 > 8 114.85 6.357 10 120 13.830 0.000 13.830 0.001 0.01 0.00 1.16 8 > 9 105.77 6.357 10 120 14.000 0.000 14.000 0.000 0.01 0.00 1.07 9 > 10 96.91 6.357 10 120 13.000 0.000 13.000 0.000 0.00 0.00 0.98 10 > 11 88.22 6.357 10 120 14.000 0.000 14.000 0.000 0.00 0.00 0.89 11 > 12 79.68 6.357 10 120 12.830 0.000 12.830 0.000 0.00 0.00 0.81 12 > 13 71.28 6.357 10 120 13.330 0.000 13.330 0.000 0.00 0.00 0.72 13 > 31 63.08 6.357 10 120 2.660 0.000 2.660 0.000 0.00 0.00 0.64 31 > 14 16.26 6.357 10 120 10.660 0.000 10.660 0.000 0.00 0.00 0.16 14 > 15 8.12 6.357 10 120 13.330 0.000 13.330 0.000 0.00 0.00 0.08 16 > 32 13.35 4.260 10 120 4.500 0.000 4.500 0.000 0.00 0.00 0.30 32 < 17 86.65 4.260 10 120 9.500 0.000 9.500 0.002 0.02 0.00 1.95 17 < 18 74.16 4.260 10 120 14.000 0.000 14.000 0.002 0.02 0.00 1.67 18 < 19 62.58 4.260 10 120 13.330 0.000 13.330 0.001 0.02 0.00 1.41 19 < 20 51.74 4.260 10 120 13.750 0.000 13.750 0.001 0.01 0.00 1.16 20 < 21 41.52 4.260 10 120 12.500 0.000 12.500 0.001 0.01 0.00 0.93 21 < 22 31.75 4.260 10 120 13.750 0.000 13.750 0.000 0.00 0.00 0.71 22 < 23 22.37 4.260 10 120 13.830 0.000 13.830 0.000 0.00 0.00 0.50 23 < 24 13.28 4.260 10 120 14.000 0.000 14.000 0.000 0.00 0.00 0.30 24 < 25 4.43 4.260 10 120 13.000 0.000 13.000 0.000 0.00 0.00 0.10 25 > 26 4.26 4.260 10 120 14.000 0.000 14.000 0.000 0.00 0.00 0.10 26 > 33 12.81 4.260 10 120 8.000 0.000 8.000 0.000 0.00 0.00 0.29 33 < 27 32.85 4.260 10 120 4.830 0.000 4.830 0.000 0.00 0.00 0.74 27 < 28 24.46 4.260 10 120 13.330 0.000 13.330 0.000 0.00 0.00 0.55 28 < 29 16.26 4.260 10 120 13.330 0.000 13.330 0.000 0.00 0.00 0.37 29 < 30 8.12 4.260 10 120 13.330 0.000 13.330 0.000 0.00 0.00 0.18 1 > 16 13.35 2.157 10 4T 120 130.000 40.000 170.000 0.002 0.31 0.00 1.17 2 > 17 12.50 2.157 10 4T 120 130.000 40.000 170.000 0.002 0.28 0.00 1.10 3 > 18 11.57 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.24 0.00 1.02 4 > 19 10.84 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.21 0.00 0.95 5 > 20 10.22 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.19 0.00 0.90 6 > 21 9.77 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.18 0.00 0.86 7 > 22 9.38 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.16 0.00 0.82 8 > 23 9.08 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.15 0.00 0.80 9 > 24 8.85 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.15 0.00 0.78 10 > 25 8.69 2.157 10 41 120 130.000 40.000 170.000 0.001 0.14 0.00 0.76 11 > 26 8.55 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.14 0.00 0.75 12 > 27 8.39 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.13 0.00 0.74 13 > 28 8.20 2.157 10 41 120 130.000 40.000 170.000 0.001 0.13 0.00 0.72 14 > 29 8.14 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.13 0.00 0.71 15 > 30 8.12 2.157 10 4T 120 130.000 40.000 170.000 0.001 0.12 0.00 0.71 34 < 35 7.51 1.610 40 120 13.000 0.000 13.000 0.003 0.03 0.00 1.18 35 < 36 15.68 1.610 40 120 10.660 0.000 10.660 0.010 0.11 0.00 2.47 31 > 36 46.82 1.610 40 1 E 120 27.750 12.000 39.750 0.078 3.10 -7.30 7.38 36 > 37 31.14 1.610 40 120 2.660 0.000 2.660 0.037 0.10 0.00 4.91 37 > 38 21.68 1.610 40 120 13.000 0.000 13.000 0.019 0.24 0.00 3.42 38 > 39 11.59 1.610 40 120 13.000 0.000 13.000 0.006 0.08 0.00 1.83 40 > 41 7.51 1.610 40 120 13.000 0.000 13.000 0.003 0.03 0.00 1.18 01/05/05 THE" Sprinkler Program 2001 File: K2-BMI.the Page 2 of 2 Begin Node End Node Flow Diameter Type Fittings gpm inches C-Value Length Eqv Length feet feet Ttl Length feet Fric Loss psi/ft Ttl FL Elev Loss psi psi Velocity ft/s 41 > 42 15.68 1.610 40 120 13.000 0.000 13.000 0.010 0.13 0.00 2.47 42 > 43 25.14 1.610 40 120 13.000 0.000 13.000 0.025 0.32 0.00 3.96 43 > 44 35.23 1.610 40 120 6.830 0.000 6.830 0.046 0.31 0.00 5.55 44 < 45 11.59 1.610 40 120 5.830 0.000 5.830 0.006 0.03 0.00 1.83 34 > 40 7.51 1.380 40 2T 120 59.750 12.000 71.750 0.006 0.40 0.00 1.61 35 > 41 8.17 1.380 40 21 120 59.750 12.000 71.750 0.007 0.47 0.00 1.75 37 > 42 9.46 1.380 40 2T 120 59.750 12.000 71.750 0.009 0.62 0.00 2.03 38 > 43 10.09 1.380 40 2T 120 59.750 12.000 71.750 0.010 0.69 0.00 2.16 39 > 45 11.59 1.380 40 2T 120 59.750 12.000 71.750 0.012 0.90 0.00 2.49 44 > 46 92.48 1.610 40 T 120 27.500 8.000 35.500 0.275 9.75 0.00 14.57 47 > 48 97.85 1.610 40 120 13.500 0.000 13.500 0.305 4.11 0.00 15.42 48 > 49 75.18 1.610 40 120 13.500 0.000 13.500 0.187 2.53 0.00 11.85 49 > 50 37.02 1.610 40 120 13.500 0.000 13.500 0.050 0.68 0.00 5.83 46 > 51 92.48 1.610 40 T E 120 47.000 12.000 59.000 0.275 16.20 0.00 14.57 51 > 52 94.65 1.610 40 120 13.500 0.000 13.500 0.287 3.87 0.00 14.92 52 > 53 77.57 1.610 40 120 13.500 0.000 13.500 0.198 2.68 0.00 12.22 53 > 54 38.11 1.610 40 120 13.500 0.000 13.500 0.053 0.72 0.00 6.01 47 < 55 100.01 1.610 40 T 120 25.000 12.000 37.000 0.317 11.74 0.00 15.76 47 > 51 2.16 1.380 40 120 60.250 0.000 60.250 0.001 0.03 0.00 0.46 48 > 101 22.67 1.380 40 120 30.830 0.000 30.830 0.043 1.33 0.00 4.86 49 > 102 38.16 1.380 40 120 30.830 0.000 30.830 0.113 3.49 0.00 8.18 50 > 103 37.02 1.380 40 120 30.830 0.000 30.830 0.107 3.30 0.00 7.94 101 > 104 2.79 1.380 40 120 9.660 0.000 9.660 0.001 0.01 0.00 0.60 102 > 105 22.39 1.380 40 120 9.660 0.000 9.660 0.042 0.41 0.00 4.80 103 > 106 21.76 1.380 40 120 9.660 0.000 9.660 0.040 0.39 0.00 4.67 105 > 107 7.04 1.380 40 120 9.660 0.000 9.660 0.005 0.05 0.00 1.51 106 > 108 6.89 1.380 40 120 9.660 0.000 9.660 0.005 0.05 0.00 1.48 107 < 109 8.26 1.380 40 120 9.660 0.000 9.660 0.007 0.06 0.00 1.77 108 < 110 7.92 1.380 40 120 9.660 0.000 9.660 0.006 0.06 0.00 1.70 109 < 111 23.63 1.380 40 120 9.660 0.000 9.660 0.047 0.45 0.00 5.07 110 < 112 22.80 1.380 40 120 9.660 0.000 9.660 0.044 0.42 0.00 4.89 104 < 52 17.08 1.380 40 120 60.660 0.000 60.660 0.026 1.55 0.00 3.66 111 < 53 39.45 1.380 40 120 29.000 0.000 29.000 0.120 3.49 0.00 8.46 112 < 54 38.11 1.380 40 120 29.000 0.000 29.000 0.113 3.27 0.00 8.18 33 > 44 45.66 1.610 40 T E 120 46.000 12.000 58.000 0.074 4.32 -7.30 7.20 32 > 55 100.01 1.610 40 1 E 120 46.000 12.000 58.000 0.317 18.40 -7.30 15.76 01/05/05 THE Sprinkler Program 2001 Supply Flow Curve Project: K-2 Tenant Improvement Test Date: 12/15/2004 Static Hydrant: El Camino Real, adjacent to West property line Flow Hydrant: Faraday Ave., adjacent to East property line Ps 94.0 PSI Test Static Pressure Reading Pr 86.0 PSI Test Residual Pressure Reading GPMr 1500 GPM Test Flow at Residual Pressure Design GPM: 293 GPM Design PSI: 62.8 PSI Available Pressure at Design GPM: 93.6 PSI PSI Headroom: 30.86 PSI 33% GPM Headroom: 2841 GPM 971% Flow Test Summary Curve Q"1.85 .—.—PsI Design Point 500 1000 1500 2000 2500 3000 3500 4000 Flow GPM flow test plotter Printed 1/11/2005 100 90 80 70 - 60 U) 0. 50 0 40 30 20 10 0 0