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HomeMy WebLinkAbout6050 AVENIDA ENCINAS; ; AS070128; PermitUity 01 Uarlsbad Sprinkler Permit Permit No: AS070128 6050 AVENIDA Job Address: Status: ISSUED ENCINAS Permit Type: SPRINK Applied 5/17/2007 Parcel No: 2110303200 Approved: 5/21/2007 Lot #: 0 Reference No.: Issued: 5/21/2007 PC #: Inspector: Project Title: CALIBER COLLISON TI FIRE SPRINKLER PLAN CHECK & INSPECTION Applicant: FIVE STAR FIRE PROTECTION INC UNIT 1040 S CYPRESS ST LA HABRA, CA 714-441-1315 Owner: CHAPPARONE MARK S&DEBORAH R 5414 OBERLIN DR #140 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 124 0 124 0 FIVE STAR FIRE PROTECTION HYDRAULIC DESIGN INFORMATION SHEET Name: CALIBER COLLISION Location: 6050 AVENIDA ENCINAS CARLSBAD, CA 92008 Building: EXISTING SPRINKLERED BUILDING Contractor: FIVE STAR FIRE PROTECTION File Name: CALIBER CARLSBAD.the Construction: 0 Combustible 1 Noncombustible Occupancy: S-3 AHJ: CARLSBAD FIRE DEPT. Date: May 16, 2007 System No.: I Contract No.: I Drawing No.: I Calculated by: TERRY Ceiling Height: 10 ft J NFPA 13: 0 Light Hazard Figure: O Other (Specify): o Specific Rulling: Made By: SYSTEM DESIGN O Ordinary Hazard Group: IJ Extra Hazard Group: 2 Curve: Date: Area of Sprinkler Operation: 2500 sqft System Type: IJ Wet 0 Dry Q Deluge 0 Pre-Action Density: .40 gpm/sqft Area per Sprinkler: 63 sqft SPRINKLER or NOZZLE Hose AllowanceInside: 100 gpm Make: TYCO Model: TY-B Hose Allowance Outside: 500 gpm Size: 112 3/4 in K-factor: 5.6 8.0 Rack Sprinkler Allowance: 0 gpm Temperature Rating: 286 OF CALCULATION SUMMARY Flow Required: 888.88 gpm Pressure Required: 52.95 psi At: SOURCE "C" Factor Used: Overhead: 120 Underground: 100 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: ft Static: 75 psi Elevation: ft Residual: 64 psi WELL Flowing: 860 gpm Proof Flow: gpm Elevation: ft Location: HYDRANT Source of Information: COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % !RACKS ORAGE O Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated O Double Row Q Slave Pallet JJ Solid Shelving 0 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: ' CALIBER CARLSBAD.the Page 1 of 4 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation . Pressure Pressure Diameter HWC . Velocity Fittings Length Eric Loss Eqv Length Elev Loss Ttl Length Ttl EL 1 0.00 0.00 47.21 4.260 16.500 0.034 2 0.00 16.50 38.05 120 E,ALV 42.135 7.15 388.88 8.75 58.630 2.01 2 0.00 16.50 38.05 3.260 20.000 0.126 3 0.00 16.50 34.35 120 E 9.408 0.00 388.88 14.95 29.410 3.71 3 0.00 16.50 . 34.35 3.260 47.000 0.126 4 0.00 16.50 27.24 120 E 9.408 0.00 388.88 14.95 56.410 7.11 4 0.00 16.50 27.24 3.260 68.000 0.126 5 0.00 . 16.50 16.13 120 T 20.159 0.00 388.88 14.95 88.160 11.11 5 0.00 16.50 16.13 4.260 24.000 0.034 6 0.00 16.50 13.95 120 T,E 39.501 0.00 388.88 8.75 63.500 2.17 6 0.00 16.50 13.95 4.260 12.000 0.034 7 0.00 4.00 18.51 120 E 13.167 -5.42 388.88 8.75 25.170 0.86 7 0.00 4.00 18.51 4.260 1.500 0.034 8 0.00 4.00 17.55 120 T 26.334 0.00 388.88 8.75 27.830 0.95 8 0.00 4.00 17.55 3.260. 6.000 0.047 9 0.00 10.00 13.29 120 T,E 29.567 2.60 227.69 8.75 35.570 1.67 9 0.00 10.00 13.29 3.260 1.000 0.047 10 0.00 10.00 13.24 120 0.000 0.00 227.69 8.75 1.000 0.05 10 0.00 10.00 13.24 3.260 1.500 0.041 11 . 0.00 10.00 13.18 120 0.000 0.00 212.83 8.18 .1.500 0.06 11 0.00 10.00 13.18 3.260 10.000 0.017 12 0.00 10.00 13.01. 120 0.000 0.00 130.00 . 5.00 10.000 0.17 11 0.00 10.00 13.18 1.610 2.500 0.224 13 28.42 8.00 10.00 12.62 120 0.000 0.00 82.83 13.05 . 2.500 0.56 05/16/07 'THE" Sprinkler Program 2001 File: 'CALIBER CARLSBAD.the Page 2 of 4 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 TtI Length TtI FL 13 28.42 8.00 10.00 12.62 1.610 9.000 0.103 14 27.36 8.00 10.00 11.69 120 0.000 0.00 54.41 8.57 9.000 0.93 14 27.36 8.00 10.00 11.69 1.610 9.000 0.028 15 27.06 8.00 10.00 11.44 120 0.000 0.00 27.06 4.26 9.000 0.25 12 0.00 10.00 13.01 1.610 2.500 0.196 16 26.47 8.00 10.00 10.95 120 T 8.000 0.00 77.14 12.16 10.500 2.06 16 26.47 8.00 10.00 10.95 1.610 9.000 0.090 17 25.47 8.00 10.00 10.14 120 0.000 0.00 50.67 7.98 9.000 0.81 17 25.47 8.00 10.00 10.14 1.610 9.000 0.025 18 25.19 8.00 10.00 9.92 120 - 0.000 0.00 25.19 3.97 9.000 0.22 8 0.00 4.00 17.55 2.203 4.000 0.167 23 0.00 0.00 17.48 120 E 6.819 -1.73 161.18 13.57 10.820 1.80 23 0.00 0.00 17.48 . 2.203 4.000 0.167 24 0.00 0.00 16.82 120 0.000 0.00 161.18 13.57 4.000 0.67 24 0.00 0.00 16.82 2.203 7.000 0.045 25 0.00 0.00 16.19 120 E 6.819 0.00 79.81 6.72 13.820 0.63 24 0.00 0.00 16.82 1.380 2.500 0.459 26 28.75 8.00 0.00 12.92 120 T 6.000 0.00 81.38 17.46 8.500 3.90 26 28.75 8.00 0.00 12.92 1.380 9.000 0.205 27 26.62 8.00 0.00 11.07 120 0.000 0.00 52.63 11.29 9.000 1.84 27 26.62 8.00 0.00 11.07 1.380 9.000 0.056 28 26.01 8.00 0.00 10.57 120 0.000 0.00 26.01 5.58 9.000 0.50 25 0.00 0.00 16.19 1.380 2.500 0.443 29 28.20 8.00 0.00 12.43 120 1 6.000 0.00 79.81 17.12 8.500 3.76 05/16/07 "THE" Sprinkler Program 2001 File: CALIBER CARLSBAD.the Page 3 of 4 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 29 28.20 8.00 0.00 12.43 1.380 9.600 0.198 30 26.10 8.00 0.00 10.65 120 0.000. 0.00 51.61 11.07 9.000 1.78 30 26.10 8.00 0.00 10.65 1.380 9.000 0.054 31 25.50 8.00 0.00 10.16 120 0.000 0.00 25.50 5.47 9.000 0.48 10 0.00 10.00 13.24 1.049 11.000 0.075 19 0.00 10.00 11.89 120 T,E 7.000 0.00 14.86 5.52 18.000 1.35 19 0.00 10.00 11.89 1.049 9.500 0.075 20 14.86 5.60 18.50 7.04 120 3E 6.000 3.68 14.86 5.52 15.500 1.16 A 888.88 Source -4.00 52.95 6.340 10.000 0.007 B 0.00 -4.00 52.80 100 E 12.400 0.00 388.88 3.95 22.400 0.16 12 0.00 10.00 13.01 1.610 8.000 0.098 21 27.53 8.00 10.00 11.84 120 E 4.000 0.00 52.86 8.33 12.000 1.17 21 27.53 8.00 10.00 11.84 1.049 9.000 0.202 22 25.33 8.00 10.00 10.03 120 0.000 0.00 25.33 9.40 9.000 1.81 B 0.00 -4.00 52.80 6.340 7.000 0.007 C 0.00 3.00 49.63 100 E 12.400 3.03 388.88 3.95 19.400 0.13 C 0.00 3.00 49.63 6.340 4.000 0.007 D 0.00 . 3.00 47.17 100 E 12.400 0.00 388.88 S 395 16.400 2.46 The Flow Dependent Pressure Loss Device in this pipe accounts for 2.35 psi of the total friction loss. D 0.00 3.00 47.17 6.340 7.000 0.007 E 0.00 -4.00 50.07 100 E 12.400 -3.03 388.88 3.95 19.400 0.13 E 0.00 -4.00 50.07 6.340 150.000 0.007 1 0.00 0.00 47.21 100 E 12.400 1.73 388.88 3.95 162.400 1.12 05/16/07 "THE" Sprinkler Program 2001 File: 'CALIBER CARLSBAD.the Page 4 of 4 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 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 05/16/07 "THE" Sprinkler Program 2001 File: 'CALIBER CARLSBAD.the Page 1 of 3 Nozzle Flow Pipe Fittings Pipe Friction Type & in Size & Eqiv. Loss Req. Reference Location gpm inches Devices Length psi/ft psi Notes 2 q 0.00 4.260 Igth 16.500 Pt 38.05 to Q 388.88 120 E,ALV ftg 42.135 0.034 Pf 2.01 I tot 58.630 Pe 7.15 3 q 0.00 3.260 Igth 20.000 Pt 34.35 to Q 388.88 120 E ftg 9.408 0.126 Pf 3.71 2 tot 29.410 Pe 0.00 4 q 0.00 3.260 Igth 47.000 Pt 27.24 to Q 388.88 120 E ftg 9.408 0.126 Pf 7.11 3 tot 56.410 Pe 0.00 5 q 0.00 3.260 Igth 68.000 Pt 16.13 to Q 388.88 120 T ftg 20.159 0.126 Pf 11.11 4 tot 88.160 Pe 0.00 6 q 0.00 4.260 Igth 24.000 Pt 13.95 to Q 388.88 120 T,E ftg 39.501 0.034 Pf 2.17 5 tot 63.500 Pe 0.00 7 q 0.00 4.260 Igth 12.000 Pt 18.51 to Q 388.88 120 E ftg 13.167 0.034 Pt 0.86 6 tot 25.170 Pe -5.42 8 q 0.00 4.260 Igth 1.500 Pt 17.55 to Q 388.88 120 T ftg 26.334 0.034 Pf 0.95 7 tot 27.830 Pe 0.00 9 q 0.00 3.260 Igth 6.000 Pt 13.29 to Q 227.69 120 T,E ftg 29.567 0.047 Pt 1.67 8 tot 35.570 Pe 2.60 10 q 0.00 3.260 Igth 1.000 Pt 13.24 to Q 227.69 120 ftg 0.000 0.047 Pf 0.05 9 tot 1.000 Pe 0.00 11 q 0.00 3.260 Igth 1.500 Pt 13.18 to Q 212.83 120 ftg 0.000 0.041 Pf 0.06 10 tot 1.500 Pe 0.00 12 q 0.00 3.260 Igth 10.000 Pt 13.01 to Q 130.00 120 ftg 0.000 0.017 Pf 0.17 11 tot 10.000 Pe 0.00 13 8.00 q 28.42 1.610 Igth 2.500 Pt 12,62 to Q 82.83 120 ftg 0.000 0.224 Pt 0.56 11 tot 2.500 Pe 0.00 05/16/07 'THE" Sprinkler Program 2001 File: CALIBER CARLSBAD.the Page 2 of 3 Reference Nozzle Type & Location Flow in gpm Pipe Fittings Size & inches Devices Pipe Eqiv. Length Friction Loss psi/ft Req. psi Notes 14 8.00 q 27.36 1.610 lgth 9.000 Pt 11.69 to Q 54.41 120 ftg 0.000 0.103 Pf 0.93 13 tot 9.000 Pe 0.00 15 8.00 q 27.06 1.610 lgth 9.000 Pt 11.44 to Q 27.06 120 ftg 0.000 0.028 Pf 0.25 14 tot 9.000 Pe 0.00 16 8.00 q 26.47 1.610 Igth 2.500 Pt 10.95 to Q 77.14 120 T ftg 8.000 0.196 Pf 2.06 12 tot 10.500 Pe 0.00 17 8.00 q 25.47 1.610 lgth 9.000 Pt 10.14 to Q 50.67 120 ftg 0.000 0.090 Pf 0.81 16 tot 9.000 Pe 0.00 18 8.00 q 25.19 1.610 lgth 9.000 Pt 9.92 to Q 25.19 120 ftg 0.000 0.025 Pf 0.22 17 tot 9.000 Pe 0.00 23 q 0.00 2.203 lgth 4.000 Pt 17.48 to Q 161.18 120 E ftg 6.819 0.167 Pf 1.80 8 tot 10.820 Pe -1.73 24 q 0.00 2.203 lgth 4.000 Pt 16.82 to Q 161.18 120 ftg 0.000 0.167 Pf 0.67 23 tot 4.000 Pe 0.00 25 q 0.00 2.203 lgth 7.000 Pt 16.19 to Q 79.81 120 E ftg 6.819 0.045 Pt 0.63, 24 ' tot 13.820 Pe 0.00 26 8.00 q 28.75 1.380 lgth 2.500 Pt 12.92 to Q 81.38 120 T ftg 6.000 0.459 Pf 3.90 24 tot 8.500 Pe 0.00 27 8.00 ' q 26.62 1.380 lgth 9.000 Pt 11.07 to Q 52.63 120 ftg 0.000 0.205 Pf 1.84 26 tot 9.000 Pe 0.00 28 8.00 q 26.01 1.380 lgth 9.000 Pt 10.57 to Q 26.01 120 ftg 0.000 0.056 Pf 0.50 27 tot 9.000 Pe 0.00 29 8.00 q 28.20 1.380 lgth 2.500 Pt 12.43 to Q 79.81 120 T ftg 6.000 0.443 Pf 3.76 25 tot 8.500 Pe 0.00 05/16/07 "THE" Sprinkler Program 2001 File: CALIBER CARLSBAD.the Page 3 of 3 Nozzle Flow Pipe Fittings Pipe Friction Type & in Size & Eqiv. Loss Req. Reference Location gpm inches .Devices Length psi/ft psi Notes 30 8.00 q 26.10 1.380 Igth 9.000 Pt 10.65 to Q 51.61 120 ftg 0.000 0.198 Pf 1.78 29 tot 9.000 Pe 0.00 31 8.00 q 25.50 1.380 Igth 9.000 Pt 10.16 to Q 25.50 120 ftg 0.000 0.054 Pf 0.48 30 tot 9.000 Pe 0.00 19 q 0.00 1.049 Igth 11.000 Pt 11.89 to Q 14.86 120 T,E ftg 7.000 0.075 Pf t35 10 tot 18.000 Pe 0.00 20 5.60 q 14.86 1.049 Igth 9.500 Pt 7.04 to Q 14.86 120 3E ftg 6.000 0.075 Pf 1.16 19 tot 15.500 Pe 3.68 B q 0.00 6.340 Igth 10.000. Pt 52.80 to Q 388.88 100 E ftg 12.400 0.007 Pf 0.16 A Source tot 22.400 Pe 0.00 21 8.00 q 27.53 1.610 Igth 8.000 Pt 11.84 to Q 52.86 120 E . fig 4.000 0.098 Pf 1.17 12 tot 12.000 Pe 0.00 22 . 8.00 q 25.33 1.049 Igth 9.000 Pt 10.03 to Q 25.33 120 ftg 0.000 0.202 Pf 1.81 21 tot 9.000 Pe 0.00 C q 0.00 6.340 Igth 7.000 Pt 49.63 to Q 388.88 100 E fig 12.400 0.007 Pf 0.13 B . tot 19.400 Pe 3.03 D q 0.00 6.340 Igth 4.000 Pt 47.17 FDPLD = to Q 388.88 100 E ftg 12.400 0.007 Pf 2.46 2.35 C FDPLD tot 16.400 Pe 0.00 E q 0.00 6.340 Igth 7.000 Pt 50.07 to Q 388.88 100 E fig 12.400 0.007 Pf 0.13 D tot 19.400 Pe -3.03 1 q 0.00 6.340 Igth 150.000 Pt 47.21 to Q 388.88 100 E ftg 12.400 0.007 Pf 1.12 E tot 162.400 Pe 1.73 Qt 888.88 Pt 52.95 05/16/07 "THE Sprinkler Program 2001 Water Supply vs. Sprinkler Demand 90 80 70 60 11 50 860 64 389@53 w/500HSA p 30 20 10 0 0 200 300 400 500 600 700 800 Flow (gpm) 900 1000 File: CALIBER CARLSBAD.the Page 1 of 1 / Hydraulic Summary. WATER SUPPLY INFORMATION: Static (psi): 75.00 Residual (psi): 64.00 @ (gpm): 860.00 Hose (gpm): 500.00 System req. (gpm): 888.88 @ (psi): 52.95 Supply available: 63.31 psi Safety margin: 10.36 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend 10 = Schedule 10 40 = Schedule 40 DF = Allied Dyna-Flow/Super Flo Dl = Ductile Iron Class 51 17.46 ft/sec in the pipe between Nodes: 24 and 26 0.01 gpm Fitting Type Legend E = 90 degree standard elbow ALV = Alarm valve T = Tee (flow turned 90 degrees NOTES: 05/16/07 "THE" Sprinkler Program 2001