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2077 LAS PALMAS; ; AS100074; Permit
3/11/24, 3:17 PM AS100074 Permit Data City of Carlsbad Sprinkler Permit 2077 LAS PALMAS Job Address: DR Permit Type: SPRINK Parcel No: 2130611800 Lot #: 0 Reference No.: Permit No, AS100074. Status: ISSUED Applied 6/10/2010 Approved: 6/10/2010 Issued: 6/10/2010 PC #: Inspector: Project Title: ALL SPORTS THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: Owner: TATE FIRE PROTECTION SERVICES, INC. GREENE/STREUER FAMILY TRUST 03-09- STEC 87 13691 DANIELSON ST POWAY, CA 890 DEL MAR DOWNS RD SOLANA BEACH CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 about:blank Ill d 'FILE copy These plans have heeii reviewed for apptrnn!coluptiapee with the ctiiTeiu applicable codes and'ituiidardsihtrce in lilt Jun di tion 1k iss nt i or Lolurtunr In i (ililii thisieviw in stippiiriof an application fora building perilin with ihe'epress undersidàdjug that, ihieyie. in no way relieves the owner or contractor or tleir prniessiinah engineer oranhiscu l!r sole reipniisihiliuy it. hull ii.iiphiauuig with said codes and staiidards including the huildihg.ciidc or'foriy respunihiluy deficiencies. rruri. iuniuisnrnegkgeiice in these plans whether or not nue'd'in uhi reviw I)ale.5//',c) Kivilwer:4I,' 0 REOPMEFl) APPRVAL ' RECOt1 MEND AlPROVAL.AS NOTED ... Fire Protection by Computer Design JO Tate Fire Protection 13691 Danielson Street Suite C Poway, CA. 92064 858486-0900 Job Name : 10-0011 All! Sports Design Test Building Location : 2077 Las Palmas Drive System Contract Data File : 10-0011 Alli Sports Design Test 1 .wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JG Tate Fire Protection Page 10-0011 AIli Sports Design Test Date Hydraulic Desiqn Information Sheet Name - Alli Sport Date - 5/5/10 Location - 2077 Las Palmas Drive Building - System No. - Contractor - Tate Fire Protecction Services Contract No. - Calculated By - Lindsey Drawing No. - FP-1 Construction: (x) Combustible C ) Non-Combustible Ceiling Height - Varies Occupancy - Extra Hazard S—(Y NFPAI3(rLHãz? Ord.Haz.Gp. C ) 1 C ) 2 C ) 3 (x) Ex.Haz. Y C. ) NFPA 231i,(.,) NFPA 231C C ) Figure Curve S Other. T Specific'Ruling Made By Date E M,,,,,, Area of,Spin)der Operation - 2592 System Type Sprinkler/Nozzle .i ,,,i ,Densityb .• - .4 (x) Wet Make Tyco D, •r.rIArea;Peri.Sprjrjk1er . - 96 C ) Dry Model TY5851 E''Eiéiàtioñàt - C ) Deluge Size 1/2" - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - C ) Other Temp.Rat.200 Hose Allowance - Outside - 500 Note 14 P/If 5. Ip is5I5i i5/ $51/ P p ) Calculation Flow Required - 1238.89 Press Required - Summary C-Factor Used: Overhead 110.692 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4/26/10 Cap. - T Time of Test - 9:00am Rated Cap.- Elev. - E Static Press - 150 @ Press - R Residual Press - 143 Elev. - Well Flow - 1678 Proof Flow S Elevation - U P Location - Camino Vida Roble x Las Palmas P L Source of Information - Tate Fire Protection LN/ES Y C Commodity Class Location O Storage Ht. Area , Aisle W. M Storage Method: Solid Piled % Palletized Rack N Single Row C ) Conven. Pallet C ) Auto. Storage C ) Encap. S R C ) Double Row ( ) Slave Pallet C ) Solid Shelf C ) Non T A C ) Mult. Row C ) Open Shelf O 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 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 128.7 C2 - Residual Flow : 1678 Demand: Dl - Elevation : 12.053 D2 - System Flow : 1238.89 D2 - System Pressure : 126.236 Hose ( Adj City) Hose ( Demand) : 500 D3 - System Demand : 1738.89 Safety Margin : 2.034 Water Supply Curve (C) JG Tate Fire Protection Page 2 10-0011 Alli Sports Design Test Date 150 140 C2 130 P 120 D3 R 110 E 100 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JIG Tate Fire Protection Page 3 10-0011 Alli Sports Design Test Date Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 2'/a 3 3Ya 4 5 6 8 10 12 14 16 18 20 24 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E NFPA 139O'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD JIG Tate Fire Protection - Page 4 10-0011 Alli Sports Design Test Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 15.83 11.2 11.76 na 38.4 0.4 96 7.0 2 15.83 11.2 11.86 na 38.57 0.4 96 7.0 3 15.83 11.2 12.24 na 39.18 0.4 96 7.0 4 15.83 12.76 na 5 15.83 11.2 13.16 na 40.64 0.4 96 7.0 6 15.83 11.2 14.57 na 42.75 0.4 96 7.0 7 15.83 11.2 16.76 na 45.85 0.4 96 7.0 8 15.83 18.86 na 9 15.83 11.2 19.47 na 49.42 0.4 96 7.0 10 15.83 11.2 21.17 na 51.53 0.4 96 7.0 11 15.83 23.47 na 12 15.83 24.38 na Ml 15.08 35.18 na M2 15.08 35.51 na M3 15.08 36.71 na M4 15.08 39.27 na M5 15.08 42.77 na M6 15.08 46.28 na M7 15.08 49.78 na M8 15.08 53.29 na M9 15.08 56.52 na M10 15.08 64.51 na TOR 15.08 89.06 - na BOR 0.0 110.69 na UGI -4.0 113.06 na BFI -8.0 117.43 na BF2 -2.0 115.59 na BF3 -2.0 118.93 na BF4 -8.0 122.29 na TEST -12.0 126.24 na 500.0 13 16.25 11.2 11.77 na 38.42 0.4 96 7.0 14 16.25 11.2 11.87 na 38.59 0.4 96 7.0 15 16.25 11.2 12.25 na 39.19 0.4 96 7.0 16 16.25 12.77 na 17 16.25 11.2 13.18 na 40.66 0.4 96 7.0 18 16.25 11.2 14.58 na 42.77 0.4 96 7.0 19 16.25 11.2 16.78 na 45.87 0.4 96 7.0 20 16.25 18.88 na 21 16.25 11.2 19.49 na 49.44 0.4 96 7.0 22 16.25 11.2 21.19 na 51.56 0.4 96 7.0 23 16.25 23.49 na 24 16.25 24.4 na 25 16.42 11.2 12.15 na 39.04 0.4 96 7.0 26 16.42 11.2 12.26 na 39.21 0.4 96 7.0 27 16.42 11.2 12.64 na 39.83 0.4 96 7.0 61 16.42 13.19 na 28 16.42 11.2 13.6 na 41.31 0.4 96 7.0 29 16.42 11.2 15.05 na 43.45 0.4 96 7.0 30 16.42 11.2 17.31 na 46.6 0.4 96 7.0 31 16.42 19.48 na 32 16.42 11.2 20.1 na 50.21 0.4 96 7.0 33 16.42 11.2 21.86 na 52.36 0.4 96 7.0 34 16.42 24.22 na 35 16.42 25.16 na 36 16.92 11.2 33.08 na 64.42 0.4 96 7.0 37 16.92 33.26 na 38 16.92 11.2 33.31 na 64.64 0.4 96 7.0 39 16.92 11.2 33.68 na 65.0 0.4 96 7.0 40 16.92 34.46 na 41 16.92 34.78 na The maximum velocity is 27.89 and it occurs in the pipe between nodes M4 and M5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JG Tate Fire Protection Page 5 10-0011 Alli Sports Design Test Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 38.40 2.157 0.0 8.000 11.755 K Factor= 11.20 to 120.0 0.0 0.0 0.0 2 38.4 0.0130 0.0 8.000 0.104 Vel = 3.37 2 38.57 2.157 0.0 8.000 11.859 K Factor= 11.20 to 120.0 0.0 0.0 0.0 3 76.97 0.0470 0.0 8.000 0.376 Vet = 6.76 3 39.18 2.157 IC 1.231 4.000 12.235 K Factor= 11.20 to 120.0 0.0 1.231 0.0 4 116.15 0.1007 0.0 5.231 0.527 VeI= 10.20 4 0.0 2.157 0.0 4.000 12.762 to 120.0 0.0 0.0 0.0 5 116.15 0.1008 0.0 4.000 0.403 Vel = 10.20 5 40.63 2.157 0.0 8.000 13.165 K Factor= 11.20 to 120.0 0.0 0.0 0.0 6 156.78 0.1754 0.0 8.000 1.403 Vel = 13.77 6 42.75 2.157 0.0 8.000 14.568 K Factor= 11.20 to 120.0 0.0 0.0 0.0 7 199.53 0.2741 0.0 8.000 2.193 Vel = 17.52 7 45.86 2.157 IC 1.231 4.000 16.761 K Factor= 11.20 to 120.0 0.0 1.231 0.0 8 245.39 0.4018 0.0 5.231 2.102 Vel = 21.54 8 0.0 2.635 0.0 4.000 18.863 to 120.0 0.0 0.0 0.0 9 245.39 0.1515 0.0 4.000 0.606 Vet = 14.44 9 49.41 2.635 0.0 8.000 19.469 K Factor = 11.20 to 120.0 0.0 0.0 0.0 10 294.8 0.2129 0.0 8.000 1.703 Vel = 17.34 10 51.54 2.635 0.0 8.000 21.172 K Factor = 11.20 to 120.0 0.0 0.0 0.0 11 346.34 0.2868 0.0 8.000 2.294 Vel = 20.38 11 0.0 2.635 0.0 3.190 23.466 to 120.0 0.0 0.0 0.0 12 346.34 0.2868 0.0 3.190 0.915 Vel = 20.38 12 0.0 2.635 2T 32.948 3.580 24.381 to 120.0 0.0 32.948 0.325 Ml 346.34 0.2868 0.0 36.528 10.475 Vet = 20.38 Ml 0.0 4.26 0.0 12.000 35.181 to 120.0 0.0 0.0 0.0 M2 346.34 0.0276 0.0 12.000 0.331 Vet = 7.80 M2 346.49 4.26 0.0 12.000 35.512 to 120.0 0.0 0.0 0.0 M3 692.83 0.0997 0.0 12.000 1.196 Vel = 15.60 M3 352.00 4.26 0.0 12.000 36.708 to 120.0 0.0 0.0 0.0 M4 1044.83 0.2132 0.0 12.000 2.558 Vel = 23.52 M4 194.06 4.26 0.0 12.000 39.266 to 120.0 0.0 0.0 0.0 M5 1238.89 0.2921 0.0 12.000 3.505 Vel = 27.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JG Tate Fire Protection Page 6 10-0011 Alli Sports Design Test Date 1-lyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11cf,or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M5 0.0 4.26 0.0 12.000 42.771 to 120.0 0.0 0.0 0.0 M6 1238.89 0.2922 0.0 12.000 3.506 Vel = 27.89 M6 0.0 4.26 0.0 12.000 46.277 to 120.0 0.0 0.0 0.0 M7 1238.89 0.2921 0.0 12.000 3.505 Vel = 27.89 M7 0.0 4.26 0.0 12.000 49.782 to 120.0 0.0 0.0 0.0 M8 1238.89 0.2921 0.0 12.000 3.505 Vel = 27.89 M8 0.0 4.26 0.0 11.080 53.287 to 120.0 0.0 0.0 0.0 M9 1238.89 0.2921 0.0 11.080 3.237 Vel = 27.89 M9 0.0 4.26 1 26.334 1.000 56.524 to 120.0 0.0 26.334 0.0 M10 1238.89 0.2921 0.0 27.334 7.984 Vel = 27.89 MiO 0.0 4.26 1 13.167 70.900 64.508 to 120.0 0.0 13.167 0.0 TOR 1238.89 0.2921 0.0 84.067 24.556 Vel = 27.89 TOR 0.0 4.26 2E 26.334 15.080 89.064 to 120.0 iFsp 0.0 26.334 9.531 * Fixed loss = 3 BOR 1238.89 0.2921 0.0 41.414 12.097 Vel = 27.89 BOR 0.0 6.16 1L 14.669 5.000 110.692 to 150.0 0.0 14.669 1.732 UG1 1238.89 0.0321 0.0 19.669 0.632 Vel = 13.34 UG1 0.0 6.134 1L 14.37 66.240 113.056 to 150.0 0.0 14.370 1.732 BFI 1238.89 0.0328 0.0 80.610 2.640 Vel = 13.45 BFI 0.0 6.16 1L 9.708 6.000 117.428 to 120.0 0.0 9.708 -2.599 BF2 1238.89 0.0485 0.0 15.708 0.762 Vel = 13.34 BF2 0.0 6.16 IL 14.669 3.620 115.591 to 150.0 0.0 14.669 2.750 * Fixed loss = 2.75 BF3 1238.89 0.0320 0.0 18.289 0.586 Vel = 13.34 BF3 0.0 6.16 IL 9.708 6.000 118.927 to 120.0 0.0 9.708 2.599 BF4 1238.89 0.0484 0.0 15.708 0.761 Vel = 13.34 BF4 0.0 6.134 1G 4.79 15.000 122.287 to 150.0 IT 47.899 52.690 1.732 TEST 1238.89 0.0328 0.0 67.690 2.217 Vel = 13.45 500.00 Qa = 500.00 1738.89 126.236 K Factor = 154.77 13 38.42 2.157 0.0 8.000 11.766 K Factor= 11.20 to 120.0 0.0 0.0 0.0 14 38.42 0.0130 0.0 8.000 0.104 Vel = 3.37 14 38.58 2.157 0.0 8.000 11.870 K Factor 11.20 to 120.0 0.0 0.0 0.0 15 77.0 0.0470 0.0 8.000 0.376 Vel = 6.76 15 39.20 2.157 1C 1.231 4.000 12.246 K Factor = 11.20 to 120.0 0.0 1.231 0.0 16 116.2 0.1009 0.0 5.231 0.528 Vel = 10.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . . JIG Tate Fire Protection Page 7 10-0011 AIII Sports Design Test Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 11C.1 or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 2.157 0.0 4.000 12.774 to 120.0 0.0 0.0 0.0 17 116.2 0.1008 0.0 4.000 0.403 Vel = 10.20 17 40.65 2.157 0.0 8.000 13.177 K Factor = 11.20 to 120.0 0.0 0.0 0.0 18 156.85 0.1755 0.0 8.000 1.404 Vel = 13.77 18 42.77 2.157 0.0 8.000 14.581 K Factor= 11.20 to 120.0 0.0 0.0 0.0 19 199.62 0.2744 0.0 8.000 2.195 Vel = 17.53 19 45.87 2.157 1C 1.231 4.000 16.776 K Factor = 11.20 to 120.0 0.0 1.231 0.0 20 245.49 0.4020 0.0 5.231 2.103 Vel = 21.55 20 0.0 2.635 0.0 4.000 18.879 to 120.0 0.0 0.0 0.0 21 245.49 0.1518 0.0 4.000 0.607 Vel = 14.44 21 49.44 2.635 0.0 8.000 19.486 K Factor = 11.20 to 120.0 0.0 0.0 0.0 22 294.93 0.2130 0.0 8.000 1.704 Vel = 17.35 22 51.56 2.635 0.0 8.000 21.190 K Factor= 11.20 to 120.0 0.0 0.0 0.0 23 346.49 0.2870 0.0 8.000 2.296 Vel = 20.39 23 0.0 2.635 0.0 3.190 23.486 to 120.0 0.0 0.0 0.0 24 346.49 0.2871 0.0 3.190 0.916 Vel = 20.39 24 0.0 2.635 2T 32.948 4.000 24.402 to 120.0 00 32.948 0.507 M2 346.49 0.2870 0.0 36.948 10.603 Vel = 20.39 0.0 346.49 35.512 K Factor= 58.14 25 39.04 2.157 0.0 8.000 12.149 K Factor= 11.20 to 120.0 0.0 0.0 0.0 26 39.04 0.0134 0.0 8.000 0.107 Vel = 3.43 26 39.21 2.157 0.0 8.000 12.256 K Factor= 11.20 to 120.0 0.0 0.0 0.0 27 78.25 0.0485 0.0 8.000 0.388 Vel = 6.87 27 39.83 2.157 1C 1.231 4.000 12.644 K Factor= 11.20 to 120.0 0.0 1.231 0.0 61 118.08 0.1040 0.0 5.231 0.544 Vel = 10.37 61 0.0 2.157 0.0 4.000 13.188 to 120.0 0.0 0.0 0.0 28 118.08 0.1038 0.0 4.000 0.415 Vel = 10.37 28 41.30 2.157 0.0 8.000 13.603 KFactor= 11.20 to 120.0 0.0 0.0 0.0 29 159.38 0.1809 0.0 8.000 1.447 Vel = 13.99 29 43.45 2.157 0.0 8.000 15.050 K Factor= 11.20 to 120.0 0.0 0.0 0.0 30 202.83 0.2825 0.0 8.000 2.260 Vel = 17.81 30 46.60 2.157 IC 1.231 4.000 17.310 K Factor = 11.20 to 120.0 0.0 1.231 0.0 31 249.43 0.4141 0.0 5.231 2.166 Vel = 21.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JG Tate Fire Protection Page 8 10-0011 Alli Sports Design Test Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31 0.0 2.635 0.0 4.000 19.476 to 120.0 0.0 - 0.0 0.0 32 249.43 0.1562 0.0 4.000 0.625 Vel = 14.67 32 50.21 2.635 0.0 8.000 20.101 K Factor= 11.20 to 120.0 0.0 0.0 0.0 33 299.64 0.2194 0.0 8.000 1.755 Vet = 17.63 33 52.36 2.635 0.0 8.000 21.856 K Factor = 11.20 to 120.0 0.0 0.0 0.0 34 352.0 0.2955 0.0 8.000 2.364 Vel = 20.71 34 0.0 2.635 0.0 3.190 24.220 to 120.0 0.0 0.0 0.0 35 352.0 0.2956 0.0 3.190 0.9431 Vet = 20.71 35 0.0 2.635 2T 32.948 4.160 25.163 - to 120.0 0.0 32.948 0.580 M3 352.0 0.2955 0.0 37.108 10.965 Vet = 20.71 0.0 352.00 36.708 KFactor= 58.10 36 64.42 2.157 IC 1.231 4.000 33.080 K Factor= 11.20 to 120.0 0.0 1.231 0.0 37 64.42 0.0338 0.0 5.231 0.177 Vel = 5.66 37 0.0 2.635 0.0 4.000 33.257 to 120.0 0.0 0.0 0.0 38 64.42 0.0127 0.0 4.000 0.051 Vet = 3.79 38 64.64 2.635 0.0 8.000 33.308 K Factor = 11.20 to 120.0 0.0 0.0 0.0 39 129.06 0.0462 0.0 8.000 0.370 Vet = 7.59 39 64.99 2.635 0.0 8.000 33.678 K Factor = 11.20 to 120.0 0.0 0.0 0.0 40 194.05 0.0981 0.0 8.000 0.785 Vet = 11.42 40 0.0 2.635 0.0 3.190 34.463 to 120.0 0.0 0.0 0.0 41 194.05 0.0981 0.0 3.190 0.313 Vet = 11.42 41 0.0 2.635 2T 32.948 4.660 34.776 to 120.0 0.0 32.948 0.797 M4 194.05 0.0982 0.0 37.608 3.693 Vet = 11.42 0.0 194.05 39.266 K Factor= 30.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 These plans have heci, rcs'ieted for zippaiuitcoinpliaiicc with the curreult applicable ides and itauudarth iii force in the jurisulicluin. The qwner or contractor niav bislue hts I evuew in support at an application for a htuldiuig ru1uiuI ttulll the espress-undersialidjuig that this review in ni n ai relieves the owner oi oniractor or their iuitou1al enejuleer or architect for sole rcspaiisihilutv fi full compliance with u4jid codes and standards. including the building code iit for 4day responuhhilty tof ckickncies. errors. ouniusioniunriiegligence in these plaits whether or not notd-ifl. ihis: reviw 'fc) Reviewer: 44i RFCOMMENI) APPROVAL RECOMMENI) APPROVAL. AS NOTED - Fire Protection by Computer Design JG Tate Fire Protection 13691 Danielson Street Suite C Poway, CA. 92064 858-486-0900 Job Name : 10-0011 Alli Sports Design Test Building Location : 2077 Las Palmas Drive System Contract Data File : 10-0011 Alli Sports Design Test 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JIG Tate Fire Protection Page 10-0011 AIli Sports Design Test Date Hydraulic Design Information Sheet. Name - Alli Sport Date - 5/5/10 Location - 2077 Las Palmas Drive Building - System No. - Contractor - Tate Fire Protecction Services Contract No. - Calculated By - Lindsey Drawing No. - FP-1 Construction:-(x)-Combustible-,( ) Non-Combustible Ceiling Height - Varies Occupancy - Extra Hazard S C ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. C ) 1 C ) 2 ( ) 3 (x) Ex.Haz. Y C ) NFPA 231 () NFPA 231C t ( ) Figure Curve S Othr,, T •.Speci.ic,,Ru1ing.,.1,... I Made By Date E - .1 .. ...... M Areaof Sprinkier_Operation - 2592 System Type Sprinkler/Nozzle Density - .4 (x) Wet Make Tyco D Area Per Sprinkler - 96 ( ) Dry Model TY5851 E Elevation.at ,HighestOi.(€']et - C ) Deluge Size 1/2" S Hose Allowance - Inside'I - . C ) Preaction K-Factor 11.2 I Rack Sprinkler A11owancj - ( ) Other Temp.Rat.200 G Ho.se.Al1owancc..Out.s,ide..j - 500 N Note Calculation Flow Required - 1238.89 Press Required - 110.692 Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4/26/10 Cap. - T Time of Test - 9:00am Rated Cap.- Elev.- E Static Press - 150 @ Press - R Residual Press - 143 Elev. - Well Flow - 1678 Proof Flow S Elevation - U P Location - Camino Vida Roble x Las Palmas P L Source of Information - Tate Fire Protection LN/ES Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet C ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet C ) Solid Shelf C ) Non T A C ) Mult. Row C ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: 41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) 41 JG Tate Fire Protection Page 2 10-0011 Alli Sports Design Test Date City Water Supply: Demand: Cl - Static Pressure : 135 Dl - Elevation : 12.053 C2 - Residual Pressure: 128.7 D2 - System Flow : 1238.89 C2 - Residual Flow : 1678 D2 - System Pressure : 126.236 Hose ( Adj City) Hose ( Demand) : 500 D3 - System Demand : 1738.89 Safety Margin : 2.034 150 140 ___ ____ ______ _______ D2 ________ _________ C2 130 -- ____________ D3° p120 7/ R11° E10° S90 --Cl-- s 80 u 70 R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 . 1600 1800 FLOW ( N" 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JG Tate Fire Protection Page 3 10-0011 Alli Sports Design Test Date Fitting Legend Abbrev. Name 1/2 % 1 1% 1V2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA1390 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD JG Tate Fire Protection Page 4 10-0011 Alli Sports Design Test Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 15.83 11.2 11.76 na 38.4 0.4 96 7.0 2 15.83 11.2 11.86 na 38.57 0.4 96 7.0 3 15.83 11.2 12.24 na 39.18 0.4 96 7.0 4 15.83 12.76 na 5 15.83 11.2 13.16 na 40.64 0.4 96 7.0 6 15.83 11.2 14.57 na 42.75 0.4 96 7.0 7 15.83 11.2 16.76 na 45.85 0.4 96 7.0 8 15.83 18.86 na 9 15.83 11.2 19.47 na 49.42 0.4 96 7.0 10 15.83 11.2 21.17 na 51.53 0.4 96 7.0 11 15.83 23.47 na 12 15.83 24.38 na Ml 15.08 35.18 na M2 15.08 35.51 na M3 15.08 36.71 na M4 15.08 39.27 na M5 15.08 42.77 na M6 15.08 46.28 na M7 15.08 49.78 na M8 15.08 53.29 na M9 15.08 56.52 na MID 15.08 64.51 na TOR 15.08 89.06 na BOR 0.0 110.69 na UGI -4.0 113.06 na BF1 -8.0 117.43 na BF2 -2.0 115.59 na BF3 -2.0 118.93 na BF4 -8.0 122.29 na TEST -12.0 126.24 na 500.0 13 16.25 11.2 11.77 na 38.42 0.4 96 7.0 14 16.25 11.2 11.87 na 38.59 0.4 96 7.0 15 16.25 11.2 12.25 na 39.19 0.4 96 7.0 16 16.25 12.77 na 17 16.25 11.2 13.18 na 40.66 0.4 96 7.0 18 16.25 11.2 14.58 na 42.77 0.4 96 7.0 19 16.25 11.2 16.78 na 45.87 0.4 96 7.0 20 16.25 18.88 na 21 16.25 11.2 19.49 na 49.44 0.4 96 7.0 22 16.25 11.2 21.19 na 51.56 0.4 96 7.0 23 16.25 23.49 na 24 16.25 24.4 na 25 16.42 11.2 12.15 na 39.04 0.4 96 7.0 26 16.42 11.2 12.26 na 39.21 0.4 96 7.0 27 16.42 11.2 12.64 na 39.83 0.4 96 7.0 61 16.42 13.19 na 28 16.42 11.2 13.6 na 41.31 0.4 96 7.0 29 16.42 11.2 15.05 na 43.45 0.4 96 7.0 30 16.42 11.2 17.31 na 46.6 0.4 96 7.0 31 16.42 19.48 na 32 16.42 11.2 20.1 na 50.21 0.4 96 7.0 33 16.42 11.2 21.86 na 52.36 0.4 96 7.0 34 16.42 24.22 na 35 16.42 25.16 na 36 16.92 11.2 33.08 na 64.42 0.4 96 7.0 37 16.92 33.26 na 38 16.92 11.2 33.31 na 64.64 0.4 96 7.0 39 16.92 11.2 33.68 na 65.0 0.4 96 7.0 40 16.92 34.46 na 41 16.92 34.78 na The maximum velocity is 27.89 and it occurs in the pipe between nodes M4 and M5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JG Tate Fire Protection Page 5 10-0011 Alli Sports Design Test Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 38.40 2.157 0.0 8.000 11.755 K Factor= 11.20 to 120.0 0.0 0.0 0.0 2 38.4 0.0130 0.0 8.000 0.104 Vel = 3.37 2 38.57 2.157 0.0 8.000 11.859 K Factor= 11.20 to 120.0 0.0 0.0 0.0 3 76.97 0.0470 0.0 8.000 0.376 Vel = 6.76 3 39.18 2.157 1C 1.231 4.000 12.235 K Factor= 11.20 to 120.0 0.0 1.231 0.0 4 116.15 0.1007 0.0 5.231 0.527 Vel = 10.20 4 0.0 2.157 0.0 4.000 12.762 to 120.0 0.0 0.0 0.0 5 116.15 0.1008 0.0 4.000 0.403 Vel = 10.20 5 40.63 2.157 0.0 8.000 13.165 K Factor= 11.20 to 120.0 0.0 0.0 0.0 6 156.78 0.1754 0.0 8.000 1.403 Vel = 13.77 6 42.75 2.157 0.0 8.000 14.568 K Factor= 11.20 to 120.0 0.0 0.0 0.0 7 199.53 0.2741 0.0 8.000 2.193 Vel = 17.52 7 45.86 2.157 IC 1.231 4.000 16.761 K Factor= 11.20 to 120.0 0.0 1.231 0.0 8 245.39 0.4018 0.0 5.231 2.102 Vel = 21.54 8 0.0 2.635 0.0 4.000 18.863 to 120.0 0.0 0.0 0.0 9 245.39 0.1515 0.0 4.000 0.606 Vel = 14.44 9 49.41 2.635 0.0 8.000 19.469 K Factor = 11.20 to 120.0 0.0 0.0 0.0 10 294.8 0.2129 0.0 8.000 1.703 Vel = 17.34 10 51.54 2.635 0.0 8.000 21.172 K Factor= 11.20 to 120.0 0.0 0.0 0.0 11 346.34 0.2868 0.0 8.000 2.294 Vel = 20.38 11 0.0 2.635 0.0 3.190 23.466 to 120.0 0.0 0.0 0.0 12 346.34 0.2868 0.0 3.190 0.915 Vel = 20.38 12 0.0 2.635 2T 32.948 3.580 24.381 to 120.0 0.0 32.948 0.325 Ml 346.34 0.2868 0.0 36.528 10.475 Vel = 20.38 Ml 0.0 4.26 0.0 12.000 35.181 to 120.0 0.0 0.0 0.0 M2 346.34 0.0276 0.0 12.000 0.331 Vel = 7.80 M2 346.49 4.26 0.0 12.000 35.512 to 120.0 0.0 0.0 0.0 M3 692.83 0.0997 0.0 12.000 1.196 Vel = 15.60 M3 352.00 4.26 0.0 12.000 36.708 to 120.0 0.0 0.0 0.0 M4 1044.83 0.2132 0.0 12.000 2.558 Vel = 23.52 M4 194.06 4.26 0.0 12.000 39.266 to 120.0 0.0 0.0 0.0 M5 1238.89 0.2921 0.0 12.000 3.505 Vel = 27.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JIG Tate Fire Protection Page 6 10-0011 AOl Sports Design Test Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M5 0.0 4.26 0.0 12.000 42.771 to 120.0 0.0 0.0 0.0 M6 1238.89 0.2922 0.0 12.000 3.506 Vet = 27.89 M6 0.0 4.26 0.0 12.000 46.277 to 120.0 0.0 0.0 0.0 M7 1238.89 0.2921 0.0 12.000 3.505 Vet = 27.89 M7 0.0 4.26 0.0 12.000 49.782 to 120.0 0.0 0.0 0.0 M8 1238.89 0.2921 0.0 12.000 3.505 Vet = 27.89 M8 0.0 4.26 0.0 11.080 53.287 to 120.0 0.0 0.0 0.0 M9 1238.89 0.2921 0.0 11.080 3.237 Vet = 27.89 M9 0.0 4.26 iT 26.334 1.000 56.524 to 120.0 0.0 26.334 0.0 M10 1238.89 0.2921 0.0 27.334 7.984 Vet = 27.89 M10 0.0 4.26 1E 13.167 70.900 64.508 to 120.0 0.0 13.167 0.0 TOR 1238.89 0.2921 0.0 84.067 24.556 Vet = 27.89 .TOR 0.0 4.26 2E 26.334 15.080 89.064 to 120.0 lFsp 0.0 26.334 9.531 * Fixed loss = 3 BOR 1238.89 0.2921 0.0 41.414 12.097 Vet = 27.89 BOR 0.0 6.16 IL 14.669 5.000 110.692 to 150.0 0.0 14.669 1.732 UG1 1238.89 0.0321 0.0 19.669 0.632 Vet = 13.34 UGI 0.0 6.134 1L 14.37 66.240 113.056 to 150.0 0.0 14.370 1.732 BF1 1238.89 0.0328 0.0 80.610 2.640 Vet = 13.45 BF1 0.0 6.16 1L 9.708 6.000 117.428 to 120.0 0.0 9.708 -2.599 BF2 1238.89 0.0485 0.0 15.708 0.762 Vel = 13.34 BF2 0.0 6.16 1L 14.669 3.620 115.591 to 150.0 0.0 14.669 2.750 * Fixed toss = 2.75 BF3 1238.89 0.0320 0.0 18.289 0.586 Vet = 13.34 BF3 0.0 6.16 IL 9.708 6.000 118.927 to 120.0 0.0 9.708 2.599 BF4 1238.89 0.0484 0.0 15.708 0.761 Vet = 13.34 BF4 0.0 6.134 1G 4.79 15.000 122.287 to 150.0 iT 47.899 52.690 1.732 TEST 1238.89 0.0328 0.0 67.690 2.217 Vet = 13.45 500.00 Qa = 500.00 1738.89 126.236 K Factor = 154.77 13 38.42 2.157 0.0 8.000 11.766 K Factor= 11.20 to 120.0 0.0 0.0 0.0 14 38.42 0.0130 0.0 8.000 0.104 Vet = 3.37 14 38.58 2.157 0.0 8.000 11.870 K Factor= 11.20 to 120.0 0.0 0.0 0.0 15 77.0 0.0470 0.0 8.000 0.376 Vet = 6.76 15 39.20 2.157 IC 1.231 4.000 12.246 K Factor= 11.20 to 120.0 0.0 1.231 0.0 16 116.2 0.1009 0.0 5.231 0.528 Vet = 10.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JG Tate Fire Protection Page 7 10-0011 Alli Sports Design Test Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 2.157 0.0 4.000 12.774 to 120.0 0.0 0.0 0.0 17 116.2 0.1008 0.0 4.000 0.403 Vel = 10.20 17 40.65 2.157 0.0 8.000 13.177 K Factor = 11.20 to 120.0 0.0 0.0 0.0 18 156.85 0.1755 0.0 8.000 1.404 Vel = 13.77 18 42.77 2.157 0.0 8.000 14.581 K Factor= 11.20 to 120.0 0.0 0.0 0.0 19 199.62 0.2744 0.0 8.000 2.195 Vel = 17.53 19 45.87 2.157 Ic 1.231 4.000 16.776 K Factor= 11.20 to 120.0 0.0 1.231 0.0 20 245.49 0.4020 0.0 5.231 2.103 Vel = 21.55 20 0.0 2.635 0.0 4.000 18.879 to 120.0 0.0 0.0 0.0 21 245.49 0.1518 0.0 4.000 0.607 Vel = 14.44 21 49.44 2.635 0.0 8.000 19.486 K Factor= 11.20 to 120.0 0.0 0.0 0.0 22 294.93 0.2130 0.0 8.000 1.704 Vel = 17.35 22 51.56 2.635 0.0 8.000 21.190 K Factor= 11.20 to 120.0 0.0 0.0 0.0 23 346.49 0.2870 0.0 8.000 2.296 Vel = 20.39 23 0.0 2.635 0.0 3.190 23.486 to 120.0 0.0 0.0 0.0 24 346.49 0.2871 0.0 3.190 0.916 Vel = 20.39 24 0.0 2.635 2T 32.948 4.000 24.402 to 120.0 0.0 32.948 0.507 M2 346.49 0.2870 0.0 36.948 10.603 Vel = 20.39 0.0 346.49 35.512 K Factor= 58.14 25 39.04 2.157 0.0 8.000 12.149 K Factor= 11.20 to 120.0 0.0 0.0 0.0 26 39.04 0.0134 0.0 8.000 0.107 Vel = 3.43 26 39.21 2.157 0.0 8.000 12.256 K Factor= 11.20 to 120.0 0.0 0.0 0.0 27 78.25 0.0485 0.0 8.000 0.388 Vel = 6.87 27 39.83 2.157 IC 1.231 4.000 12.644 K Factor= 11.20 to 120.0 0.0 1.231 0.0 61 118.08 0.1040 0.0 5.231 0.544 Vel = 10.37 61 0.0 2.157 0.0 4.000 . 13.188 to 120.0 0.0 0.0 0.0 28 118.08 0.1038 0.0 4.000 0.415 . Vel = 10.37 28 41.30 2.157 0.0 8.000 13.603 KFactor= 11.20 to 120.0 0.0 0.0 0.0 29 159.38 0.1809 0.0 8.000 1.447 Vel = 13.99 29 43.45 2.157 0.0 8.000 15.050 K Factor= 11.20 to 120.0 0.0 0.0 0.0 30 202.83 0.2825 0.0 8.000 2.260 Vel = 17.81 30 46.60 2.157 IC 1.231 4.000 17.310 K Factor = 11.20 to 120.0 0.0 1.231 0.0 31 249.43 0.4141 0.0 5.231 2.166 Vel = 21.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finl Calculations - Hazen-Williams JIG Tate Fire Protection Page 8 10-0011 Alli Sports Design Test Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.,or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 31 0.0 2.635 0.0 4.000 19.476 to 120.0 0.0 0.0 0.0 32 249.43 0.1562 0.0 4.000 0.625 Vel = 14.67 32 50.21 2.635 0.0 8.000 20.101 K Factor= 11.20 to 120.0 0.0 0.0 0.0 33 299.64 0.2194 0.0 8.000 1.755 Vel = 17.63 33 52.36 2.635 0.0 8.000 21.856 K Factor = 11.20 to 120.0 0.0 0.0 0.0 34 352.0 0.2955 0.0 8.000 2.364 Vel = 20.71 34 0.0 2.635 0.0 3.190 24.220 to 120.0 0.0 0.0 0.0 35 352.0 0.2956 0.0 3.190 0.943 Vel = 20.71 35 0.0 2.635 2T 32.948 4.160 25.163 to 120.0 0.0 32.948 0.580 M3 352.0 0.2955 0.0 37.108 10.965 Vel = 20.71 0.0 352.00 36.708 K Factor= 58.10 36 64.42 2.157 1C 1.231 4.000 33.080 K Factor= 11.20 to 120.0 0.0 1.231 0.0 37 64.42 0.0338 0.0 5.231 0.177 Vel = 5.66 37 0.0 2.635 0.0 4.000 33.257 to 120.0 0.0 0.0 0.0 38 64.42 0.0127 0.0 4.000 0.051 Vel = 3.79 38 64.64 2.635 0.0 8.000 33.308 K Factor = 11.20 to 120.0 0.0 0.0 0.0 39 129.06 0.0462 0.0 8.000 0.370 Vel = 7.59 39 64.99 2.635 0.0 8.000 33.678 K Factor = 11.20 to 120.0 0.0 0.0 0.0 40 194.05 0.0981 0.0 8.000 0.785 Vel = 11.42 40 0.0 2.635 0.0 3.190 34.463 to 120.0 0.0 0.0 0.0 41 194.05 0.0981 0.0 3.190 0.313 Vel = 11.42 41 0.0 2.635 2T 32.948 4.660 34.776 to 120.0 0.0 32.948 0.797 M4 194.05 0.0982 0.0 37.608 3.693 Vel = 11.42 0.0 194.05 39.266 K Factor= 30.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iN 1 I PROTECTION SERVICES INC. DATE: 5/18/10 PROJECT: Alli Sports 2077 Las Palmas Drive Carlsbad, CA .FILE COpy JOB NUMBER: S 10-0040 GENERAL CONTRACTOR: Alli Sports FIRE SPRINKLER MODIFICATION MATERIAL SUBMITTAL e Product 1-2 Sprinkler Piping 3-9 Sprinkler Piping 10-13 Sprinkler 14 Pipe Hangers & Supports 15 Pipe Hangers & Supports 16 Pipe Hangers & Supports 17-18 Existing Backilow Description ALLIED Dyna-Thread Pipe Tyco Ductile Iron Fittings TYCO ELO-2.3 1 FRB Q.R. SSP AFCON Fig 300 Ring Hanger AFCON Fig 655 All Thread Rod SAMMY Wood Screw AMES Series 1000DCV 13691 Danielson Street Suite C - Poway, CA 92064 t. 858-486-0900 - f. 858-486-0950 California Cl 6/C 10 License # 926322 DynamThread 0 Full Line Sch-40 Replacement Dyna-Thread' offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comparison to Schedule F[i Dyna-Thread's inside diameter is UP • With its increased strength and lighter to 3.6% larger than Sch40 giving it weight, Dyna-Thread reduces superior hydraulics. And, when used installation fatigue and is ideal for in combination with Dyna-Flow pipe, retro-fit applications. down sizing often occurs. More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. @ <~> 9 Listed Approved Listed Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch40 have the same calculated wall thicknesses at this point and are both assigned the same CR.R of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, 'ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A- 135, Grade A and is in compliance with NFPA- 13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). fTTSpecifications NPS Nominal I.D. WI. WI. (H20 Filled) Pc WI/Lift(W) WI/Lift (241) WI/Lift (25' In; mm In; mm LbsJFt;Kg/m Lbs/Ft;Kg/m Lift Lbs;Kg Lbs;Kg Lbs;Kg 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 1W 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 1½" 1.639 2.290 3.22 44 2115 2418 251 40 41.6 3.4 4.79 44 959 1097 114 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 1031 tqco/Flow Control (') allied S. Lathrop' Harvey, IL 60426 11350 Norcom Rd. Philadelphia, PA 19154 TUBE & CONDUIT 2525 N. 27th Ave. Phoenix, AZ 85009 Customer Service: 1 (800) 882-5543 Fax 708-339-1806 S3-3 Project: Engineer: Locations: S3 -4 Comments: Specification Reference: System Type: Sprinkler Contractor: Date: Submittal Data Sheet Dyna.Threade Full Line Sch-40 Replacement Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Dyna-Threads inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. Comparison to L.W.T. Pipe More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on than many zinc- coated lightwall threadable pipe products. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Stamp Here Specifications & Approvals Super 40/ Dyna-Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna-Thread are rated at 300 psi working pressure. Super 40/ Dyna- Thread is UL and ULC Listed for wet, dry and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll- grooved, and plain-end fittings. (See listing information). The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit Antibacterial Formula "ABF". Specifications NPS Nominal I.D. WI. WI. (1,120 Filled) Pcs/ WI/Lift (21') WI/Lilt (241) Wtfl.ift (25' In; mm In; mm Lbs/Fl; Kg/rn Lbs/Fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 11/4, 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 11/2' 1.639 2.290 3.22 44 2115 2418 251 40 41.6 3.4 4.79 44 959 1097 114 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Flo are the same product as are Dyna Thread and Super 40. XL is manufactured • L FM U LC with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Listed Approved Listed tqC0 /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Pipe Fittings NPT Threaded, Ductile Iron General Description The Tyco* Series 800 Threaded Pipe Fittings and California Tees & Elbows are manufactured from ductile iron. They are stronger and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties and by adding mag- nesium while the iron is being poured into the final cast shape. Although lighter than standard cast iron, the fit- tings have an added advantage of be- ing less susceptible to cracking due to their added strength. The Series 800, California, and Figure 719 Threaded Pipe Fittings are a re- designation for the Central Series 800, California, and Figure 719 Threaded Pipe Fittings. WARNINGS The Threaded Pipe Fittings described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals: UL Listed and FM Approved Maximum Working Pressure: Series 800 and California Fittings: 250 psi (17,2 bar) Figure 719 Plug: 250 psi (17,2 bar) Material: Series 800 and California Fittings Ductile Iron Figure 719 Plug: Cast Iron Pipe Thread: NPT per ANSI 131.20.1 Installation Apply Teflon tape or high quality pipe joint compound on male pipe threads and tighten two to three turns beyond hand tight. NOTE Installers who have not used ductile iron threaded fittings should be in- structed that the fittings are stron- ger than the pipe and overtightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fit- tings. Apply Teflon tape or high qual- ity pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If an auto- matic make-on machine is being used, please exercise caution in setting the machine to the proper parameters pri- or to tightening fittings onto the male pipe threads. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. registered trademark of E. I. du Pont de Nemours and Company or its affiliates. TFPI7IO Page 1 of 10 JANUARY, 2008 Page 2of 10 TFPI7I0 A'\ A FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW Figure 811 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.24 86206 0.88 0.38 (14,2) (0,11) (22,4) (9,7) 0.75 0.40 86205 1.00 0.44 (19.0) (0.18) (25,4) (11,2) 0.81 0.64 86200 1.13 0.81 (20,6) (0,29) (28.7) (20,6) 1.06 0.95 86201 1.31 0.63 (26.9) (0,43) (33,3) (16,0) 1.19 1.24 86202 1.44 0.69 (30,2) (0,56) (36,6) (17,5) 1.50 1.74 86203 1.68 0.94 (38,1) (0,79) (42,7) (23,9) 1.56 3.28 86204 1.94 1.00 (39,6) (1,49) (49,3) (25,4) TABLE I NOMINAL DIMENSIONS FIGURES 811 & 813 Nominal Pipe Size Figure 813 ANSI A Approx. Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.22 86780 DN15 (28,7) (0,09) 3/4 1.31 0.33 86781 DN20 (33,3) (0,15) 1 1.50 0.48 86280 DN25 (38,1) (0,21) 1-1/4 1.75 0.73 86281 0N32 (44,5) (0,33) 1-1/2 1.94 0.93 86282 DN40 (49.3) (0,42) 2 2.25 1.55 86283 DN50 (57,1) (0,70) 2-1/2 2.69 2.70 86782 0N65 (68,3) (1,22) TFPI7I0 I . Page 5of 10 A7 L J I LJJit : B BI FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING TABLE4 NOMINAL DIMENSIONS FIGURES 814 & 818 Figure 814 Figure 818 A B Approx. A B Inches Inches Weight Part Inches Inches (mm) (mm) Lbs. Number (mm ) (mm) (kg) 1.13 0.56 0.33 86340 1.38 0.31 (28,7) (14,2) (0,15) (35,1) (7,9) 1.31 0.75 0.50 86341 1.63 0.56 (33,3) (19,0) (0.23) (41,4) (14,0) 1.50 0.81 0.85 86230 1.75 0.38 (38,1) (20.6) (0.38) (44,4) (9.7) 1.75 1.06 1.30 86231 2.00 0.56 (44,4) (26,9) (0,59) (50,8) (14,0) 1.94 1.19 1.63 86232 2.19 0.75 (49,3) (30.2) (0,74) (55,6) (19,0) 2.25 1.50 2.63 86233 2.63 1.13 (57,1) (38,1) (1,19) (66,8) (28,7) 2.69 1.56 4.55 86234 3.00 0.75 (68.3) (39,6) (2,06) (76,2) (19,0) Nominal Pipe Size Approx. ANSI Inches Weight Part ON Lbs. Number (kg) 1/2 0.18 72779 0N15 (0,08) 3/4 0.26 72778 DN20 (0,11) 1 0.44 72755 DN25 (0,20). 1-1/4 0.54 72754 DN32 (0,24) 1-1/2 0.71 72753 DN40 (0.32) 2 1.15 72752 DN50 (0,52) 2-1/2 2.29 72758 DN65 (1.04) 0 TFPI7I0 Page 6of 10 Page 7 of 10 TFPI7IO FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A . B C D E F Approx. ANSI Inches Weight Part Inches Inches Inches Inches Inches Inches DN (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 1-1/2x1-1/4x1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03 86257 0N40 x 32 x 15 (36.6) (333) (42,9) (17.5) (16.0) (28,7) (0.47) 1-1/2x1-114x3/4 1.50 1.44 1.75 0.75 0.75 1.19 1.10 86258 DN4O x 32 x 20 (38.1) (36.6) (44,5) (19.0) (19.0) (30.1) (0.50) 1-1/2 x 1-1/4 x 1 1.63 1.56 1.81 0.88 0.88 1.13 1.31 86259 DN40 x 32 x 25 (41.4) (39.7) (46,0) (22.4) (22,4) (28,7) (0.59) 1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1.25 1.94 86260 DN40x32x50 (55.6) (54.1) (50,8) (36.6) (36.6) (57.1) (0.88) 1-1/2x1-112x1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 86261 DN40 x 40 x 15 (36.6) (36.6) (42.9) (17.5) (17.5) (28,7) (0.52) 1-1/2 x 1-1/2 x 3/4 1.50 1.50 1.75 0.75 0.75 1.19 1.23 86262 DN40x40x20 (38.1) (38.1) (44.4) (19.0) (19.0) (30.1) (0.56) 1-1/2x1-1/2x1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 86263 DN40 x 40 x 25 (41,2) (41,2) (46,0) (22.4) (22.4) (28,7) (0,62) 1-1/2x1-1/2x1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264 DN40 x 40 x 32 (46.0) (46,0) (47,6) (27.0) (27.0) (30.1) (0.68) 1-1/2x1-1/2x2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86265 DN40 x 40 x 50 (55.5) (55.5) (50,8) (36,6) (36,6) (31.7) (0.91) 2 xl x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 86266 DN50x25x50 (57,2) (50.8) (57,2) (38,1) (33.3) (38.1) (0.99) 2x1-1/4x2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 86267 DN50x32x50 (57.2) (54,1) (57.2) (38.1) (36.6) (38,1) (1.05) 2x1-1/2x1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 DN50x40x15 (38.1) (36.6) (47.8) (19,0) (17,5) (33.3) (0.68) 2x1-1/2x3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 DN50 x 40 x 20 (41.4) (38.1) (49,3) (22.4) (19,0) (35,0) (0.73) 86269 2 x 1-1/2 x 1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 DN50 x 40 x 25 (44,5) (41,4) (50,8) (25,4) (22,4) (33.3) (0.75) 2x1-1/2x1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 DN50 x 40 x 40 (52.4) (49.2) (55.5) (33,3) (30.2) (36,6) (0.92) 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 86273 DN50x40x50 (57.1) (55,5) (63,5) (38.1) (36,6) (38,1) (1.07) 2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 - 1.31 1.50 DN50x50x15 (38.1) (38.1) (47,8) (19,0) (19.0) (33.3) (0.68) 86222 2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 DN50 x 50 x 20 (41,4) (41,4) (49,3) (22,4) (22,4) (35,0) (0.76) 86223 2x2x1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 DN50 x 50 x 25 (44,5) (44,5) (50.8) (25.4) (25.4) (33,3) (0.86) 86224 2x2x1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 DN50 x 50 x 32 (47.8) (47,8) (54.1) (28,7) (28,7) (36,6) (0.93) 86225 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 DN50x50x40 (50.8) (50.8) (55,6) (31,8) (31,8) (38,1) (0.96) 86226 2x2x2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 DN50 x 50 x 65 (66.8) (66.8) (60.5) (44.5) (47.8) (36.6) (1.66) 86227 2-1/2 x 2 x 3/4 1.75 1.63 2.31 0.63 0.88 1.75 2.22 0N65 x 50 x 20 (44,5) (41,4) (58.7) (15.9) (22,4) (44.5) (1.01) 86274 TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 Page 8 of 10 TFPI7IO 1FT11J FIGURE 820 FIGURE 830 FIGURE 719 CAP BRASS SEAT UNION PLUG Nominal Pipe Size Figure 820 Figure 830 Figure 719 ANSI A Approx. A B Approx. A Approx. Inches Inches Weight Part Inches Inches Weight Part Inches Weight Part DN (mm) Lbs. Number (mm) (mm) Lbs. Number (mm) Lbs. Number (kg) (kg) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 0.94 0.10 86292 DN15 (22,4) (0.06) (47,8) (20.6) (0.21) (23,9) (0,04) 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 DN20 (25,4) (0110) (50,8) (23.9) (0.30) (28,7) (0,08) 1 1.18 0.33 72824 2.19 0.81 1.08 86276 1.25 0.28 86294 DN25 (30.0) (0.15) (55,6) (20.6) (0.49) (31,7) (0.13) 1-1/4 1.31 0.54 72756 2.50 1.06 1.54 86277 1.38 0.50 86295 DN32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23) 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 DN40 (35.1) (0,31) (66.8) (30.2) (0,92) (36,6) (0.32) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 DN50 (38,1) (0,43) (79,5) (41,4) (1,43) (38.1) (0.41) 2-1/2 1.75 1.80 72825 - - - - - - - DN65 (44.5) (0,82) TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 TFPI7IO Page 9 of 10 El- k __ _ E , fr FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling A Approx. A Approx. A B Approx. ANSI Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part DN (mm) Lbs. Number (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) (kg) 1/2x1/2 1.50 0.20 72751 - - - - - - DN15 x 15 (38,1) (0,09) - 1/2x1/2 2.00 0.27 72980 - - - - - - - DN15 x 15 (50,8) (0,12) 3/4x3/4 1.50 0.22 72981 - - - - - - - DN20 x 20 (38,1) (0,10) 3/4 x 3/4 2.00 0.31 73982 - - - - - - - DN20 x 20 (50,8) (0,14) 3/4 x 1/2 - - - - - 1.75 ian 0.69 dr 0.38 86772 1.06 1 0.22 72726 1.69 0.50 0.38 86228 DN25 x 15 - - - (26,9) (0,10) (42,9) (12,7 ( (0,17)) 1 X4I DN25 x 20 - - - 1.Ub (26,9) U.lb (0,08) 72762 (43,2) 1.10 U.0 (12,7) U.DJ (0,24) 86229 1-1/4x1 1.19 0.31 72763 - - - - DN32 x 25 - - - (30,2) (0,14) 1-1/2x1 1.25 0.53 72757 - - - - DN40 x 25 - - - (31.7) (0124) 1-1/2x1-1/4 1.25 0.35 72764 - - - - 0N40 x 32 - - - (31.7) (0.10) 2x1 1.38 0.75 72759 - - - - DN50 x 25 - - - (35,1) (0,34) 2x1-1/4 1.38 0.69 72761 - - - - DN50x32 - - - (35,1) (0,31) 2 x 1-1/2 1.38 0.62 72775 - - - - DN50 x 40 - - - (35,1) (0,28) TABLE 7 NOMINAL DIMENSIONS FIGURE 825,827 & 816 tqCD Fire & Building IlProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Series ELO-231FRB - 11.2 K-factor Upright and Pendent Sprinklers Quick Response, Standard Coverage General Description The 11.2 K-factor, Series ELO- 231FRB, Quick Response, Standard Coverage, Upright and Pendent Sprin- klers (Ref. Figure 1) are automatic sprinklers of the frangible bulb type. They are "quick response - spray sprinklers" that produce a hemispheri- cal water distribution pattern below the deflector. The 11.2 K-factor, ELO-231FRB Up- right and Pendent Sprinklers were subjected to full scale, high-piled stor- age, fire tests to qualify their use in lieu of 5.6 or 8.0 K-factor standard spray sprinklers for the protection of high- piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K-factor, ELO-231FRB Sprinklers - making their use highly advantageous in high density applications, such as the protection of high-piled storage. For in-rack applications an upright in- termediate level version of the Series ELO-231FRB Sprinklers can be ob- tained by utilizing the Series ELO- 231FRB Upright Sprinkler with the WSG-2 Guard & Shield, and a pendent intermediate level version of the Se- ries ELO-231FRB Sprinklers can be obtained by utilizing the Series ELO-231FRB Pendent Sprinkler with the WS-2 Shield. If there is a possibility of the pendent intermediate level ver- sion being exposed to mechanical damage, a G-2 Guard can be added. WARNINGS The 11.2 K-factor, Series ELO- 231FRB Upright and Pendent Sprin- klers described herein must be in- stalled and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Installation of Series ELO-231FRB Pendent Sprinklers in recessed es- cutcheons will void all sprinkler war- ranties, as well as possibly void the sprinkler's Approvals and/or Listings. Model/Sprinkler Identification Numbers IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. I TY5131 - Upright 11.21K, 314"NPT I TY5231 - Pendent 11.21K, 3I4"NPT TY5131 is a redesignation for C5131. TY5231 is a redesignation for C5231, G1870, and S2551. Pagel of 4l MARCH, 2007 0 TFP344 Page 2 of 4 TFP344 SPRINKLER FINISH TYPE TEMPERATURE BULB LIQUID NATURAL I BRASS I CHROME PLATED UPRIGHT (TY5131) 155°F168°C Red I 1.2.3.4 200°F193"C Green 286°F1141°C Blue PENDENT (TY5231) 155"F168°C Red 1,2,3,4 200"F193"C Green 286°F/141°C Blue NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed). Approved by Factory Mutual Research Corporation (FM Approved). Approved by the City of New York under MEA 291-04-E. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES ELO-23IFRB UPRIGHTAND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 11.2 GPM/psi112 (161,4 LPM/barll2) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Physical Characteristics Frame .............Bronze Cap ..............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb (3 mm dia.) ........Glass Compression Screw .....Bronze Deflector ...........Bronze t Registered trademark of DuPont. Design Criteria UL and C-UL Listing Requirements The 11.2 K-factor, Model ELO- 23IFRB (TY5131 & TY5231) Sprin- klers are to be installed in accordance with NFPA 13 standard sprinkler posi- tion and area/density flow calculation requirements for light, ordinary, or ex- tra hazard occupancies, as well as high piled storage occupancies (solid piled, palletized, rack storage, bin box, and shelf storage including but not lim- ited to Class l-IV and Group A plastics) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet pipe systems only. FM Approval Requirements The 11.2 K-factor, Model ELO- 23IFRB (TY5131 & TY5231) Sprin- klers are to be installed in accordance with the applicable "control mode den- sity/area" guidelines provided by Fac- tory Mutual for wet systems only. (FM guidelines may differ from UL and C- UL Listing criteria.) Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Installation The Series ELO-231FRB Sprinklers must be installed in accordance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F/680C to 3/32 inch (2,4 mm) for the 286°F/141°C temperature ratings. A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT connections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series ELO-23IFRB Upright and Pendent Sprinklers must be in- stalled in accordance with the follow- ing instructions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- TFP344 Page 3 of 4 * Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on special request. 34,** ESCUTCHEON NPT SEATING SURFACE THREAD I I 2-1/16" RELIEF WRENCH I FLATS (52,4 mm) PENDENT TY5231 _--i 2-13116" (71,4 mm) 1-VP. L 1/2" (12.7 mm) NOMINAL MAKE-IN UPRIGHT TY5131 1 Components: 2 1-Frame 2- Seal 3 Assembly 3- Cap 4 4-Bulb 5 - Compression 5 j z Screw 6 - Deflector * ____ 6 CROSS SECTION FIGURE 1 11.2 K-FACTOR SERIES ELO-23IFRB UPRIGHT - 3/4" NPT (TY5131) AND PENDENT - 3/4" NPT (TY5231) SPRINKLERS plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 3 Sprinkler Wrench (Ref. Figure 2). With reference to Figure 1, the W-Type 3 Sprinkler Wrench is to be applied to the wrench flats. Care and Maintenance Series ELO-23IFRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). The owner is responsible for the in- spection, testing, and maintenance of "FITTING SIDE" TOWARDS SPRINKLER FITTING / WRENCH R RE ECESS FIGURE 2 W-TYPE 3 SPRINKLER WRENCH their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. I I SPRINKLER I ,J....... TEMPERATURE TYPE I NATURAL BRASS RATING 500 UPRIGHT 9 CHROME PLATED I 155 155°FI68C 314'NPT (TY5131) 200 200F/93C 502 PENDENT 286 286FI141°C 3/4"NPT (1'Y5231) TABLE B PRODUCT SYMBOL NUMBER SELECTION 11.2 K-FACTOR SERIES ELO-23IFRB QUICK RESPONSE UPRIGHT AND PENDENT SPRINKLERS Ordering Procedure A Product Symbol Number (PIN) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connection: Specify: (specify SIN), 11.2 K-factor, (specify. temperature rating), Series ELO-231FRB Quick Response (spec- ify Pendent or Upright) Sprinkler with (specify finish), P/N (specify from Ta- ble B). Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001. TFP344 Page 4 of 4 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. PIN 50-XXX-X-XXX TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 IMPERIAL MAX REC. LOAD LBS. METRIC PIPE ROD PIPE ROD 3/8 400 10 314 318 400 20 10 r 318 400 25 10 1114 3/8 400 32 10 400 40 in _ 'I 318 400 _p ifl 2 1/2 3/8 600 65 1 10 3 318 600 so 10 31/2 3/8 600 10 4 31.8 1000 100 ._JL . 1250 125 12 d 65 1250 150 12 112 1250 200 Order Pail #300m Note: 1/2' Ring Hanger not <FM> approved 300 RING HANGER <j9> c®US I thru 4 Inch pipe 1/2 and 314 Inch pipe S thiu 6 Inch pipe SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mil. Galvanized to G-90 specification. FINISH - Mil. Galvanized and Stainless Steel. LISTING - UL in US and CANADA. APPROVAL - Factory Mutual Research. CONFORMS WITH: Federal Specification WV/-H-I 71(Type 10), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10); install in accordance with ANSI/MSS- SP-69. MAXIMUM TEMPERATURE - 650°F. FUNCTION - For fire sprinkler and general piping purposes. Swivel nut permits hanger adjustment after installation. FEATURES - I thru4 inch: * Offset edge for EASY pipe insertion. I thru 8 inch: * Full length knurl on swivel nut for better grip. UNIQUE FEATURES I thru 3 inch: * UL listed to accept AFCON #310 Surge Restrainer. * Swivel nut Retained in ring to keep the assembly intact prior to installation. Removed easily if needed. UL listed for use on CPVC pipe. ORDERING - Part # and pipe size. Index 02/01 8 655 ALL THREADED ROD CUT TO LENGTH ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMP. 650°F 750°F 610 540 112 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 NOTE; maximum Temperature: 750°F SIZE - 3/8 thru 7/8 inch rod in linch increments. MATERIAL - Carbon Steel. FINISH - Plain, Electro-Galvanized and Stainless Steel. ORDERING - Part #, rod diameter, rod length and finish. 2/00 8 Use #14 Nut Driver (Item #100) hem IN Model Shk Lgtli Shk Dia Box Qty Weight Case (per 100) Qty 20 GST.750 3/4 1/4 100 4.75 1000 21 GST 100 1 1/4 100 5.00 1000 22 GST200 2 1/4 100 6.50 1 1000 23 IGST300 3 1/4 1 100 7.50 1000 24 IGST600 6 1 1/4 1 50 9.00 1 500 WOOD - Sammys i #14 (llem#100.blad) Sammys 114",318" rod xsII1 Mount) Be #14 Nut Driver (Item #100) Approvals Item # Model Shk Lgth Shk Th ______ FMTest Load, lb. ULTest Load lb. ULIFMa Pipe Size Actual Pullout Box Qty 10 GST.75 3/4 1/4 564#-6Ply 100 NFPA 11 GSTJO 1 1/4 21011-7116 OSB100 67011 - 3/4" Ply UL-FM-NFPA 12 CST 2O 2 1/4 94011 85011 3/4-2 1/2 176011-Fir 100 UL-NFPA * 27 GST25-380 21/2 3/8 150011 4 211311-Fir 50 UL-FM-NFPA 13 GST30 3 1/4 147511 150011 3/4-4 206011 - Fir 100 NFPA 403 GST40 4 1/4 218011-Fir 50 NFPA 14 GST60 6 1/4 223011-Fir 50 i #I4SW (Item #101-red) Sidewinders & Sammys 112" rod ISIOaul Rod (Vertical imMount) Use #I4SW Nut Driver (Item #101) Item # Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight Case (per 100) Qty 8 GST2 2 1/4 176011- Fir 50 7.00 500 * 06 GST2.5-380 21/2 3/8 2113#-Fir 50 10.00 500 15 GST3 3 1/4 227511- Fir 50 10.50 500 16 GST4 4 1 1/4 218011-Fir 50 1 10.60 500 17 GST6 6 1/4 223011-Fir 50 .4 10.95 500 Not less than 1" nominal width (1112") TA Joist/Truss Consult truss manufacturer for recommended installation point. Joist '*Pr;e-drU1h;g may be required or itemS #27 and #06. Tools available on page 9. num 2" Imbedment Into base rlal for NFPA 13 compliance Page 4 For vertical use. Install In center of lowerface. Note: Screite must be installed with appropriate nut driver to comply with ES-A-i 000DCV-L Series 1000DCV icritj& A AME Detector Check Valves 3 pp.4 ft)R FN'DRAuL-c.- Sizes: 4"— 10" (100-250mm) CL_CULctOt%..l OJL.(', Features Fabricated steel body provides a much lighter weight unit than cast steel or ductile iron Approved for mounting in horizontal or vertical positions Prevents backflow from fire prevention systems Used to isolate fire systems from public main during pumper boost of fire system AmesGuardTM epoxy coating is rust resistant and impervious to most chemicals Available Models with bypass specify suffix: Series 1000DCV Detector Check Valves detect any leakage or unautho- CFM - cubic feet per minute meter rized use of water from fire or automatic sprinkler systems. The valve also GPM - gallons per minute meter isolates water from the public water mainline. During times of minimal water flow, the valve clapper remains closed so that the water flows Standard units are less bypass through a bypass meter (optional). When fire flow is required, the water demand will open the clapper to allow full water flow. Materials Body: fabricated steel Knuckle Joint Assembly: stainless steel linkage Pressure - Temperature Rated working pressure: 175psi (12.1 bars) Temperature Range: 33°F - 110°F (5°C - 43°C) Specifications A Detector Check Valve shall be installed on fire protection or automatic sprinkler systems when connected to the potable water supply. The valve body shall be formed, welded units, in heavy steel. The valve shall be hydrostatically tested in excess of 700psi (48 bars). Valve construction shall eliminate any possibility of defects such as sand pits and blow holes which may occur in casting. All linkage parts shall be stainless steel. The removal- ble clapper seat ring should be bronze. Each valve shall be individually test- ed before shipping. Valves shall be fusion bonded epoxy coated in accor- dance with AWWA C550. Valve shall be Ames Company Series 10000CV. Job Name Contractor Job Location Approval Engineer _____Contractor's P.O. No.________________________________________ Approval Representative 17 Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames re-serves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfurewater.com Approvals UL, FM, ULC Flange bolt pattern and hole diameter in accor- dance with ANSI B16.5 Class 125/AWWA C207 Class D Body nameplate provides nominal size, direction of flow, PSI rating, year of manufacture and approval marks UOL <F Approved Dimensions - Weights 4(100mm) 4 0 200 300 400 500 600 700 son GPM Flow Rate (GPM) 4 6' (150mm) T 6 1000 1100 1200 1300 1400 1500 1600 GPI, Flow Rate (6PM) U. 2000 2100 2200 2300 2400 2500 Flow Rate (GPM) iWTh Wi Wi pp -c 0'- 2500 3000 3500 4000 4500 50006PIV. Flow Rate (GPM) B IMPORTANT Inquire with governing authorities for local installation requirements. Dimensions Approx. Size A B C D E F C Net WI. in. mm In. mm in. mm in. mm in. mm in. mm in. mm In. mm lb. kg 4' 100 161h 419 9 229 121h 318 121A 308 1 NPT 25 41A 114 % 16 60 27 6' 150 221h 559 11 279 151A 384 17 432 1½NPT 38 51h 140 11A6 17 96 74 8' 200 261h 665 131h 343 173/4 450 21 533 2 NPT 51 63/4 171 /16 17 154 70 10' 250 1 36 914 1 16 406 1 21 533 1 28 711 1 2NPT 51 1 8 203 1 'Yis 17 1 179 81 Rated working pressure 175psi (12.1 bars) A 3 A M E s 11039001 FIRE&WATERWORKS A Division of Watts Industries wwwamesfirewatercom I CERTIFIED 875 National Drive • Suite 4107 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 ES-A-i 000DCV-L 0312 ©Ames Co. 2003 Printed in U.S.A. on 2600 2700 2800 CPu I io"I Alli Sports Reije Ccments. Page 2 Review Comments Alli Sports, 2077 Las Palmas Drive, Carlsbad, CA I. The plan submitted does not indicate the type of pipe to be installed, or the pipe which is already installed as a part of the existing system. Data sheets suggest that the pipe is to be Dyna-Thread, while the calculations use the diameters and fitting equivalents for Schedule 10. Field verify that Schedule 10 piping is installed. No indication of where hangers are to be provided on any new segment of piping. Field verfv that hangers are located in accordance with NFPA-13 requirements. The k-factor for the new sprinklers does not match between the calculations and the legend on the plan (5.6 vs. 11.2). This has been redlined, as 11.2 k-factor is noted elsewhere on the plans. C/Lcc S4\r