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3181 Dodd Rd - National Automatic Sprinkler . _ Fire Protection by Computer Design NATIONAL AUTOMATIC SPRINKLER 1612 94TH LANE BLAINE MN 55449 763-784-8902 Job Name MIDWEST TILE Building Location 3181 DODD ROAD EAGAN MN System 1 Contract 1299 Data File TILE.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.N. USA 03087 OM&OW ONATIONAL AUTOMATIC SPRINKLER Page 2 MIDWEST TILE Date 4-19-00 Hydraulic Design Information Sheet Name --MIDWEST TILE Date - 4-19-00 Location - 3181 DODO ROAD EAGAN MN Building - System No. - 1 Contractor - NATIONAL AUTOMATIC SPRINKLER Contract No. - 1299 Calculated By - JERRY LIND Drawing No. - 1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 27-0 Occupancy - PRODUCTION / OFFICE S Y S T E M D E S I G N (X) NFPA 13 ( ) Lt. Haz. (X) NFPA 231 ( ) NFPA 231C Other Specific Ruling Made By Date Area of Sprinkler Operation - 2000 Density - 0.154 Area Per Sprinkler - 130 Elevation at Highest Outlet - 26 Hose Allowance - Inside - Rack Sprinkler Allowance - Hose Allowance - Outside - 500 Note Calculation Flow Required - 897.94 Press Required - 45.28 At Test Summary C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y Water Flow Test: Date of Test - Time of Test - Static Press - 68 Residual Press - 66 Flow - 3321 Elevation - 0 Ord_Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. (X) Figure 7-3.2.2.2.2 Curve Pump Data: Rated Cap.- @ Press - Elev. - Sprinkler/Nozzle Make CENTRAL Model A Size 17/32 K-Factor 8 Temp.Rat.286 Well Proof Flow Location - 149TH & YANKEE DOODLE Source of Information - CITY C Commodity TILE 7 MARBLE Class 1 Location ENTIRE 0 Storage Ht. 20-0 Area ENTIRE Aisle W. M Storage Method: Solid Piled o Palletized % Rack M S R T A 0 C R K A G E ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non ( ) Mult. Row ( ) Open Shelf Flue Spacing Longitudinal System Type (X) Wet Dry Deluge ( ) ?reaction ( ) Other Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Tank or Reservoir: Cap. - Elev.- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NATIONAL AUTOMATIC SPRINKLER MIDWEST TILE Page 3 Date 4-19-00 City Water Supply: Pump Data: C1-Static Pressure: 68 PSI C2-Residual Pressure: 66 PSI C2-Residual Flow: 3321 GPM 150 190 D2-System Flow:397.94 GPM 130 P 120 Hose ( Demand ):500 GPM Safety Margin: 22 592 PSI R 110 . E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 D1-Elevation: 11.261 PSI D2-System Pressure: 95.281 PSI Hose ( Adj City ):0 GPM D3-System Demand:897.99 GPM 1 1 'NATIONAL-AUTOMATIC SPRINKLER Page 4 MIDWEST TILE Date 4-19-00 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 101 26 8 7 na 21.17 .154 130 7 102 26 8 7.04 na 21.23 .154 130 7 103 26 6 7.19 na 21.45 .154 130 7 104 26 6 7.51 na 21.92 .154 130 7 105 26 6 8.06 na 22.71 .154 130 7 106 26 8 8.91 na 23.88 .154 130 7 1 26 K = K @ 1 24.2 na 132.36 2 26 K = K @ 1 24.26 na 132.51 3 26 K = K @ 1 24.46 na 133.08 4 26 24.9 na TOR 26 25.83 na VA 26 26.83 na BOR 0 41.84 na HOSE 0 42.49 na 500 CONN 0 45.28 na The maximum velocity is 11.65 and it occurs in the pipe between nodes 106 and 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NATIONAL AUTOMATIC SPRINKLER Page 5 MIDWEST TILE Date 4- 19-00 , Ref K Flow Flow Pipe Pipe Fit Fit Tot C Pf Tot Elev Fixed Next Next Pt. Pt Fact. Added Total Vel Diam. Length Sum. Length Len Fac per/UL Pf Psi Loss Psi Ref 101 7. 000 8.0 21. 17 21 .17 1 .864 2 .154 9 .500 9. 500 120 0.0043 0 .041 0 7. 041 102 102 7. 041 8.0 21. 22 42 .39 3 .732 2 .154 9 .500 9. 500 120 0. 0157 0 .149 0 7. 191 103 103 7. 191 8.0 21. 46 63 .85 5. 622 2. 154 9 .500 9. 500 120 0. 0335 0 .318 0 7. 509 104 104 7. 509 8.0 21. 92 85 .77 7. 552 2. 154 9 .500 9. 500 120 0. 0579 0 .550 0 8 .059 105 105 8. 059 6.0 22. 71 108 .48 9. 551 2. 154 9 .500 9. 500 120 0. 0894 0 .849 0 8. 908 106 106 8. 908 8.0 23. 68 132 .36 11. 653 2. 154 94 .000 2T 24. 447 118. 447 120 0. 1291 15. 294 0 24. 201 1 1 24. 201 26.90 132. 36 1 24. 201 =1 132. 36 132. 36 2. 911 4. 31 13 .000 13. 000 120 0. 0044 0. 057 0 24. 258 2 2 24. 256 =1 132. 51 264. 87 5. 825 4. 31 13. 000 13. 000 120 0. 0159 0. 207 0 24. 464 3 3 24. 464 -1 133. 07 397. 94 8. 751 4. 31 13. 000 13. 000 120 0. 0338 0. 439 0 24. 903 4 4 24. 903 397. 94 8. 751 4. 31 5. 000 11 22. 299 27. 299 120 0. 0338 0. 922 0 25. 825 TOR TOR 25. 825 397. 94 8. 751 4. 31 20. 000 11 9. 756 29. 756 120 0. 0338 1. 005 0 26. 630 VA VA 26. 830 397. 94 10. 029 4. 026 2. 000 1G1B 14. 000 16. 000 120 0. 0471 0. 753 14. 261 3 41. 843 BOR BOR 41. 843 397. 94 4. 122 6. 28 80. 000 2L1G1T 80. 371 160. 371 140 0. 0041 0. 651 0 42. 494 HOSE HOSE 42. 494 H500 500. 00 897. 94 5. 211 8. 39 520. 000 2L1G1T 104. 412 624. 412 140 0. 0045 2. 787 0 45. 281 CONN CONN 45. 281 133.44 897. 94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087