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HomeMy WebLinkAbout1121 - 1197 W. Airport Blvd 06-127 Sprinklers Brio commerce center11A1OP-#q7 41OAher Sz-, owlA SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 J 407 302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: December 16, 2005 Business Address: 1105-1117 W. AirportBlvd. Occ. Ch. #38 Industrial / Business Business Name: Brio Commerce Center Ph. () Contractor: Freedom Fire Protection Ph. (407) 830-1414 FAX ( 407)328-1663 Reviewed [ ] Reviewed with comment [XRejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector ' Comment: Instillation of 176 heads, 1.1 Application — Per N.F.P.A. #13-newest edition 1.2 Design area #1 — Ordinary Hazard Group (#2) two (Storage area) Miscellaneous storage under 12' (R) Tamper switches required on all outside and inside fire sprinkler valves, including outside Backflow Prevention valves. Fire sprinkler heads >2406 Reliable heads Model 1/4" 212 degrees> K- Factor 8.2 250 gallon hose allowance Two (2) hour hydro and spacing test required. Please have installer available at time of final inspection 1 Fire Protection by Computer Design Freedom Fire Protection Of Central Florida Inc. 1307 Central Park Drive Sanford Florida 32771 407-328-1663 Job Name BRIO COMMERCE CENTER - BUILDING 2 Building DESIGN AREA #1 Location SANFORD System WET Contract C05111 Data File BRIO COMMERCE CENTER-BLDG 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Freedom Fire Protection BRIO`COMMERCE CENTER - BUILDING 2 Page 1 Date 12-08-05 Hydraulic Desiqn Information Sheet Name - BRIO COMMERCE CENTER - BLDG. 2 Date - 12-08-05 Location - SANFORD Building - DESIGN AREA #1 System No. - WET Contractor - FREEDOM FIRE PROTECTION Contract No. - C05111 Calculated By - BDR Drawing No. - FP-2 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - NONE Occupancy - GENERAL STORAGE UP TO 12'-0 HIGH S (X) NFPA 13 ( ) Lt. Haz. Y ( ) NFPA 231 ( ) NFPA 231C S Other T Specific Ruling E Ord.Haz.Gp. ( ) 1 (X) 2 ( Figure Made By 3 ( ) Ex.Haz. Curve Date M Area of Sprinkler Operation 1500 System Type Sprinkler/Nozzle Density 20 X) Wet Make RELIABLE D Area Per Sprinkler 128 Dry Model G E Elevation at Highest Outlet 14 Deluge Size 3/4" S Hose Allowance - Inside 0 Preaction K-Factor 8.2 I Rack Sprinkler Allowance 0 Other Temp.Rat.212 G Hose Allowance - Outside 250 N Note Calculation Flow Required - 616.563 Press Required - 47.102 Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-07-05 Cap. - T Time of Test - 3:30 P.M. Rated Cap.- Elev.- E Static Press - 56 @ Press - R Residual Press - 54 Elev. - Well Flow - 1140 Proof Flow S Elevation - 0 U _ P Location - EXISTING WATER MAIN P L Source of Information - F.F.P. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Rowg Conven. Pallet Auto. Storage Encap. S R ( ) Double Row Slave Pallet Solid Shelf Non T A ( ) Mult. Row Open Shelf 0 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) Freedom Fire Protection page 2 BRIO COMMERCE CENTER - BUILDING 2 Date 12-08-05 City Water Su }ip Demand: C1 - Static kessure : 58 D1 - Elevation 6.063 C2 - Residual Pressure: 54 D2 - System Flow : 366.563 C2 - Residual Flow : 1140 D2 - System Pressure 47.102 Hose ( Adj City) Hose ( Demand) 250 D3 - System Demand 616.563 Safety Margin 9.615 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 121 40 D 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Freedom Fire Protection BRIO COMMERCE CENTER - BUILDING 2 Page 3 Date 12-08-05 Fitting Legend Abbrev. Name 1 1% 1% 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 M Medium Turn Elbow 0 2 2 3 3 4 5 6 6 8 10 12 16 19 22 0 0 0 0 0 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 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 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Freedom Fire Protection Page 4 BRIO COMMERCE CENTER - BUILDING 2 Date 12-08-05 Node Elevation K-Fact Pt Pn Flow Density Area Press No. - -- - Actual -- - - Actual Reg. 1 14.0 8.2 9.75 na 25.6 0.2 128 7.0 2 14.0 8.2 9.99 na 25.91 0.2 128 7.0 3 14.0 8.2 10.86 ne 27.03 0.2 128 7.0 5 14.0 8.2 11.86 na 28.24 0.2 128 7.0 4 14.0 8.2 12.15 na 28.59 0.2 128 7.0 6 14.0 8.2 9.77 na 25.64 0.2 128 7.0 7 14.0 8.2 10.02 na 25.95 0.2 128 7.0 8 14.0 8.2 10.9 na 27.07 0.2 128 7.0 10 14.0 8.2 11.9 na 28.29 0.2 128 7.0 9 14.0 8.2 12.19 na 28.63 0.2 128 7.0 11 14.0 8.2 15.98 na 32.78 0.2 128 7.0 13 14.0 8.2 14.51 na 31.24 0.2 128 7.0 12 14.0 8.2 14.86 na 31.61 0.2 128 7.0 R1 14.0 13.53 na R2 14.0 13.56 na R3 14.0 16.51 na M1 140 19.32 na M2 14.0 19.37 na M3 14.0 19.55 na TR2 14.0 33.18 na BR2 0.0 40.85 na UG2 0.0 41.21 na 250.0 UG3 0.0 41.62 na TEST 0.0 47.1 na The maximum velocity is 19.57 and it occurs in the pipe between nodes R2 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Freedom Fire Protection Page 5 BRIO COMMERCE CENTER - BUILDING 2 Date 12-08-05 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** `** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 25.60 1.682 0.0 11.670 9.747 K Factor = 8.20 to 120 0.0 0.0 0.0 2 25.6 0.0206 0.0 11.670 0.240 Val = 3.70 2 25.91 1.682 0.0 11.670 9.987 K Factor = 8.20 to 120 0.0 0.0 0.0 3 _ 51.51 0.0751 0.0 11.670 0.877 Val = 7.44 3 27.03 1.682 1 T 9.9 6.330 - 10.864 K Factor = 8.20 to 120 0.0 9.900 0.0 R1 78.54 0.1640 0.0 16.230 2.662 Val = 11.34 0.0 78.54 13.526 K Factor = 21.36 5 28.24 1.682 0.0 11.670 11.864 K Factor = 8.20 to 120 0.0 0.0 0.0 4 28.24 0.0248 0.0 11.670 0.289 Val = 4.08 4 28.59 1.682 1 T 9.9 5.330 12.153 K Factor = 8.20 to 120 0.0 9.900 0.0 R1 56.83 0.0902 0.0 15.230 1.373 Val = 8.21 0.0 56.83 J_- 13.526 K Factor = 15.45 6 25.64 1.682 0.0 11.670 9.775 K Factor = 8.20 - to 120 0.0 0.0 0.0 7 25.64 0.0207 0.0 11.670 0.241 Val = 3.70 7 25.95 1.682 0.0 11.670 10.016 K Factor = 8.20 to 120 0.0 0.0 0.0 8 51.59 0.0753 0.0 11.670 0.879 Val = 7.45 8 27.06 1.682 1 T 9.9 6.330 10.895 K Factor = 8.20 to 120 0.0 9.900 0.0 R2 78.65 0.1644 0.0 16.230 2.669 Vel = 11.36 0.0 78.65 13.564 K Factor = 21.36 10 28.28 1.682 0.0 11.670 11.898 K Factor = 8.20 to 120 0.0 0.0 0.0 9 28.28 0.0249 0.0 11.670 0.290 Vel = 4.08 9 28.63 1.682 1 T 9.9 5.330 12.188 K Factor = 8.20 to 120 0.0 9.900 0.0 R2 56.91 0.0903 0.0 15.230 1.376 Val = 8.22 0.0 56.91 13.564 K Factor = 15.45 11 32.78 1.682 1 T 9.9 6.330 15.982 K Factor = 8.20 to 120 0.0 9.900 0.0 R3 32.78 0.0325 0.0 16.230 0.528 Val = 4.73 0.0 32.78 16.510 K Factor = 8.07 13 31.24 1.682 0.0 11.670 14.510 K Factor = 8.20 to 120 0.0 0.0 0.0 12 31.24 0.0297 0.0 11.670 0.347 Val = 4.51 12 31.60 1.682 1 T 9.9 5.330 14.857 K Factor = 8.20 to 120 0.0 9.900 0.0 R3 62.84 0.1085 0.0 15.230 1.653 Val = 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Freedom Firer Protection Page 6 BR16 COMMERCE CENTER - BUILDING 2 Date 12-08-05 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 62.84 16.510 K Factor = 15.47 R1 135.37 1.682 1T 9.9 3.000 13.526 to 120 0.0 9.900 0.0 M1 135.37 0.4489 0.0 12.900 5.791 Vel = 19.55 0.0 135.37 19.317 K Factor = 30.80 R2 135.57 1.682 1T 9.9 3.000 13.564 to 120 0.0 9.900 0.0 M2 135.57 - 0.4502 _ 0.0 12.900 -__ .._. 5.807 VeI = 19.57 0.0 135.57 19.371 K Factor = 30.80 R3 95.62 1.682 1 T 9.9 3.000 16.510 to 120 0.0 9.900 0.0 M3 95.62 0.2360 0.0 12.900 3.045 Val = 13.81 0.0 95.62 19.555 K Factor = 21.62 M 1 135.37 4.26 0.0 11.000 19.317 to 120 0.0 0.0 0.0 M2 135.37 0.0049 0.0 11.000 0.054 Val = 3.05 M2 135.57 4.26 0.0 10.500 19.371 to 120 0.0 0.0 0.0 M3 270.94 0.0175 0.0 10.500 0.184 Val = 6.10 M3 95.62 4.26 3M 31.601 412.370 19.555 to 120 0.0 31.601 0.0 TR2 366.56 0.0307 0.0 443.971 13.629 Val = 8.25 TR2 0.0 4.26 1 S 28.968 10.000 33.184 to 120 1 Z 13.167 42.135 6.063 BR2 366.56 0.0307 0.0 52.135 1.601 Val = 8.25 BR2 0.0 5.86 1 L 11.503 30.000 40.848 to 150 1 G 3.834 53.679 0.0 UG2 366.56 0.0043 1T 38.342 83.679 0.359 VeI = 4.36 UG2 250.00 7.68 1 L 16.29 78.000 41.207 Qa = 250 to 150 1T 43.857 60.147 0.0 UG3 616.66 0.0030 0.0 138.147 0.417 Val = 4.27 UG3 0.0 7.68 5L 81.449 80.000 41.624 to 150 1 G 5.012 174.176 4.712 TEST 616.56 0.0030 2T 87.715 254.176 0.766 VeI = 4.27 1 Zaf 0.0 0.0 616.56 47.102 K Factor = 89.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087