ABL FIRE PROTECTION RALEIGH, NORTH CAROLINA

Transcription

1 ABL FIRE PROTECTION RALEIGH, NORTH CAROLINA Job Name : Building : TOWER Location : 4501 CREEDMOOR ROAD RALEIGH NORTH CAROLINA System : 16-1TH FLOOR Contract : Data File : SOLEIL 16-1.WXF

2 ABL FIRE PROTECTION Page 1 Hydraulic Design Information Sheet Name - SOLEIL CENTER Location CREEDMOOR ROAD RALEIGH NORTH CAROLINA Building - TOWER System No TH FLOOR Contractor - Contract No. - Calculated By - JSB Drawing No. - FP-43 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - VARIES Occupancy - MECHANICAL S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By E M Area of Sprinkler Operation System Type Sprinkler/Nozzle Density -.2 (X) Wet Make VIKING D Area Per Sprinkler ( ) Dry Model M E Elevation at Highest Outlet ( ) Deluge Size 1/2 S Hose Allowance - Inside ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside N Note 720 GALLONS ADDED FOR DOMESTIC WATER Calculation Flow Required Press Required AT PUMP DISCHARGE Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A of Test - Cap. - T Time of Test - Rated Cap Elev.- E Static Press - Press R Residual Press - 92 Elev. - 0 Well Flow Proof Flow S Elevation - 0 U P Location - P L Source of Information - Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. 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:

3 Water Supply Curve (C) ABL FIRE PROTECTION Page 2 City Water Supply: Pump Data: Demand: C1 - Static Pressure : 106 C2 - Residual Pressure: 92 C2 - Residual Flow : 1470 City Water Adjusted to Pump Inlet for Pf - Elev - Hose Flow A1 - Adjusted Static: A2 - Adj Resid : 1000 A3 - Adj Resid : 1500 P1 - Pump Churn Pressure : 198 P2 - Pump Rated Pressure : 180 P2 - Pump Rated Flow : 1000 P3 - Pump Max Flow : 117 P3 - Pump Max Flow : 1500 City Residual 0 = City Residual 20 = City 150% of Pump = D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Adj City ) : 870 Hose ( Demand ) : 100 D3 - System Demand : Safety Margin : Al + P1 260 P 240 R 220 E 200 S 180 S 160 U 140 R 120 E C1 D1 A1 D2 D3 A2 + P2 A2 A3 + P3 C2 A FLOW ( N ^ 1.85 )

4 Fittings Used Summary ABL FIRE PROTECTION Page 3 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ B Generic Butterfly Valve E 90' Standard Elbow F 45' Elbow G Generic Gate Valve Mb B Ball Milw BB-SC S Generic Swing Check Valve T 90' Flow thru Tee Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow

5 Pressure / Flow Summary - STANDARD ABL FIRE PROTECTION Page 4 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req na na na na H na na na H na H na na na na na na na na H na na 11A na na na na na na na na na na 16TH na 10 LZT na CON na LZD na LZS na RED na MF na DI na HDI na 15 HD na 72 POC na The maximum velocity is and it occurs in the pipe between nodes 21 and 22

6 Final Calculations - Hazen-Williams ABL FIRE PROTECTION Page 5 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K Factor = 5.60 to Vel = T K Factor = 5.60 to Vel = K Factor = F K Factor = 5.60 to Vel = T K Factor = 5.60 to Vel = K Factor = H T K Factor = 5.60 to Vel = K Factor = K Factor = 5.60 to Vel = T K Factor = 5.60 to Vel = K Factor = H T K Factor = 5.60 to Vel = K Factor = H T K Factor = 5.60 to Vel = to Vel = T K Factor = 5.60 to Vel = 9.03

7 Final Calculations - Standard ABL FIRE PROTECTION Page 6 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K Factor = T K Factor = 5.60 to Vel = K Factor = T K Factor = 5.60 to Vel = E to Vel = K Factor = 5.60 to Vel = E K Factor = 5.60 to Vel = K Factor = H T K Factor = 5.60 to Vel = T to Vel = K Factor = A T K Factor = 5.60 to Vel = K Factor = to Vel = to Vel = to Vel = 9.24

8 Final Calculations - Standard ABL FIRE PROTECTION Page 7 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn to Vel = to Vel = to Vel = E to 120 2T Vel = E to 120 1Mb Vel = to * Fixed loss = 15 16TH Vel = TH E Qa = 100 to 120 1T LZT B Vel = 5.88 LZT T to 120 1B CON Vel = 5.88 CON S to 120 1E * Fixed loss = 10 LZD B Vel = K Factor = System Demand Pressure Safety Margin Continuation Pressure Pump Outlet Pressure From Pump Curve Pump Inlet LZS E to 120 1G RED T Vel = 5.88 RED B to 120 1T MF Vel = 3.49

9 Final Calculations - Standard ABL FIRE PROTECTION Page 8 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MF Zai to 120 1E * Fixed loss = DI Vel = 3.49 DI F to 140 1G HDI T Vel = E HDI F Qa = 150 to 140 1T HD G Vel = 2.83 HD F Qa = 720 to 140 2G * Fixed loss = POC Zaf Vel = K Factor =