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7823 RUSH ROSE DR; BLDG F; AS060287; Permit
Ulty OT uarlsbad Sprinkler Permit Job Address: 7823 RUSH ROSE DR Permit Type: SPRINK Parcel No: Lot #: 0 Permit No: AS060287 Status: ISSUED Applied 11/28/2006 Approved: 11/28/2006 Reference No.: Issued: 11/28/2006 PC #: Inspector: Project Title: LA COSTA GLRN, BLDG. F SIX FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: LIFEGUARD FIRE PROTECTION STE F 2605 TEMPLE HEIGHTS DR OCEANSIDE, CA 760-806-9997 Owner: Fees ($) Add'I Fees ($) Total ($) Balance 372 0 372 1 0 APPROVED JIQITTED FI LE COPE LIFEGUARD FIRE PR07EC710N, INC. 7pp?,,w LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F' OCEANSIDE, CA 92056 760-806-9997 Job Name LA COSTA GLEN - BLDG. F Building : BUILDING F Location 2ND FLOOR -4 HEAD UNIT CALC. (REVISED FOR 4.9K SPRINKLERS) System Contract Data File : LCG-BLDG-F-2ND-FLR-UNIT.WXF lL(Sk t2e C~- I1 LIFEGUARD FIRE PROTECTION Page 1 LA COSTA GLEN - BLDG. F Date 10-31-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 10-31-06 Location - 2ND FLOOR - 4 HEAD UNIT CALC. (REVISED FOR 4.9K SPRINKLERS) Building - BUILDING F System No. - Contractor - Contract No. - Calculated By - JEREMIAH BALCH Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height - 9' Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E N Area of Sprinkler Operation - 4 HEADS System Type Sprinkler/Nozzle Density - .10 ( Y Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model Fl-RES E Elevation at Highest Outlet - 9' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 F G Hose Allowance - Outside - N Note UNDERGROUND PIPE DOUBLED DUE TO POSSIBLE FIELD ISSUES Calculation Flow Required - 228.07 Press Required - 87.88 8 3 Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-11-06 Cap. - T Time of Test - 10:30 AM Rated Cap.- Elev.- E Static Press - 150 8 Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - RUSH ROSE DRIVE (ON SITE) P L Source of Information - PROVIDED BY JEREMIAH BALCH 8 Y LIFEGUARD FIRE PROTECTION C Commodity Class Location O Storage Fit. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack N 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 B Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BLDG. F Date 10-31-06 City Water Supply: Cl - Static Pressure : 135 C2 -Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 P 120 R 110 E 100 S 90 80 U 70 R 60 E 50 40 30 20 10 200 800 1000 1200 1400 1600 1800 FLOW N, 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Dl - Elevation : 9.597 02 - System Flow : 128.069 D2 - System Pressure : 97.605 Hose(Adj Ci t36. 78 y ) Hose (Demand) : 100 - - __________ 130 C2 -- - - ------_..... D3 - System Demand : 228.069 D2____ ) Dl Flow oiagram LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BLDG. F A -*2OO-2O1-+2O4 01 I I 01 0 I I 202-+203 J 0 .1. 0.1. B .-3203-,204-*.206 01 I I 01 0 .1. 04 C -,2O6--.2O6-2O7 0 32.4 R20c- R214- R24 32.4 33.3 65.7 R22 R23+- R24 R29 33.3 t I 128.1 30.1 R25+- R26 R28 I T 30.t I I 30.1 82. 32. I 12.1 128.1 R27+- R28 R29i- R30i- 2074- 209 62.4 128.1 0 128.1 228.1 228.1 D -.208-.2095 -3 -2 4-1 4-0 0 228.1 228.1 Page 3 Date 10-31-06 Fittings Used Summary LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN - BLDG. F Date 10-31-06 Fitting Legend Abbrev. Name 34 % 1 134 1'/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 -- 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 12 R CPVC Coupling Tee-Run I 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 1 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 1 V 90' Eli Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary- STANDARD LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - BLDG. F Date 10-31-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. A 19.16 65.89 na 200 20.0 65,53 na 201 20.0 65.53 na 202 19.16 65.89 na B 19.16 65.89 na 203 20.0 65.53 na 204 20.0 65.53 na C 19.16 65.89 na 205 20.0 65.53 na 206 20.0 65.53 na R20 19.16 4.9 43.72 na 32.4 .10 324 16.7 R21 20.0 48.04 na R22 19.16 4.9 46.19 na 33.3 .10 189 12.0 R23 20.0 48.87 na R24 20.0 51.14 na R25 19.16 4.9 37.81 na 30.13 .10 189 12.0 R26 20.0 42.05 na R27 19.16 4.9 43.27 na 32.23 .10 216 16.7 R28 20.0 44.62 na R29 20.0 51.63 na R30 20.0 54.97 na 207 20.0 65.53 na D 19.16 66.0 na 208 20.0 65.63 na 209 20.0 65.63 na 5 20.0 72.89 na 100.0 3 0.5 86.32 na 2 -3.0 87.89 na 1 -3.0 88.18 na 0 -3.0 97.61 na The maximum velocity is 26.92 and it occurs in the pipe between nodes R29 and R30 Final Calculations - Standard LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BLDG. F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Motes Point Qt PfIUL Eqv. In. Total Pf Pn A 0.0 1.08 IT 5.762 0.830 65.892 to 120 0.0 5.762 -0.364 200 0.0 0.0 0.0 6.592 Val = 0 200 0.0 1.408 IT 6.617 2.160 65.528 to 120 0.0 6.617 0.0 201 0.0 0.0 0.0 8.777 0.0 Vel = 0 - 201 0.0 2.703 0.0 8.000 65.528 to 120 0.0 0.0 0.0 204 0.0 0.0 0.0 8.000 0.0 Vel0 0.0 0.0 65.528 K Factor =0 202 0.0 1.08 2E 4.61 12.580 65.892 to 120 0.0 4.610 -0.364 203 0.0 0.0 0.0 17.190 Vel = 0 0.0 0.0 65.528 K Factor 0 B 0.0 1.08 IT 5.762 0.830 65.892 to 120 0.0 5.762 -0.364 203 0.0 0.0 0.0 6.592 VeIO____________ 203 0.0 1.08 IT 5.762 2.160 65.528 to 120 0.0 5.762 0.0 204 0.0 0.0 0.0 7.922 0.0 Vel = 0 204 0.0 2.703 0.0 11.420 85.528 to 120 0.0 0.0 0.0 206 0.0 0.0 0.0 11.420 00 Vel = 0 0.0 0.0 65.528 K Factor =0 C 0.0 1.08 1 2.305 0.830 65.892 to 120 0.01 2.305 -0.364 205 0.0 0.0 0.0 3.135 Vel 0 205 0.0 1.08 IT 5.762 2.160 65.528 to 120 0.0 5.762 0.0 206 0.0 0.0 0.0 7.922 0.0 Vel = 0 206 0.0 2.703 0.0 7.160 65.528 to 120 0.0 0.0 0.0 207 0.0 0.0 0.0 7.160 0.0 VeI0 0.0 0.0 85.528 K Factor = 0 R20 32.40 1.101 1 3.825 12.830 43.722 K Factor =4.90 to 150 2R 2.0 15.387 -0.364 R21 32.4 0.1661 IT 9.563 28.217 4.687 Vel = 10.92 R21 0.0 1.101 1R 1.0 8.080 48.045 to 150 IT 9.563 10.562 0.0 R24 32.4 0.1661 0.0 18.642 3.096 Vel = 10.92 0.0 32.40 51.141 KFaCtor = 4.53 R22 33.30 1.101 1 3.825 4.000 46.194 K Factor = 4.90 to 150 1 9.563 13.387 -0.364 R23 33.3 0.1748 0.0 17.387 3.039 VeI= 11.22 OOIJ Huld UIVf1HdI1 C1090909L XVd LtLO 900/T/TT Final Calculations - Standard LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - BLDG. F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe PV £L Notes Point at PflUL Eqv. Ln. Total Pt Pn P23 0.0 1.101 IR 1.0 12.000 48.889 to 150 0.0 1.000 0.0 P24 33.3 0.1748 0.0 13.000 2.272 Vet = 11.22 R24 32.40 1.394 1 1.0 1.500 51.141 to 150 0.0 1.000 0.0 P29 65.7 - 0.1948 0.0 2.500 0.487 Vet= 13.81 0.0 65.70 51.628 KFactor = 9.14 R25 30.13 1.101 2E 7.65 13.500 37.813 K Factor = 4.90 to 150 1 1.0 18.212 -0.364 R26 30.13 0.1452 IT 9.563 31.712 4.605 Vol = 10.15 R26 0.0 1.101 2R 2.0 15.670 42.054 to 150 0.0 2.000 0.0 R28 30.13 0.1452 0.0 17.670 2.566 Val = 10.15 0.0 30.13 44.620 KFactor = 4.51 P27 32.23 1.101 IT 9.563 0.830 43.274 K Factor =4.90 to 150 0.0 9.562 -0.364 P28 32.23 0.1845 0.0 10.392 1.710 Vet = 10.86 P28 30.13 1.101 IT 9.563 3.000 44.620 to 150 0.0 9.562 0.0 P29 62.36 0.5579 0.0 12.582 _.708 Vet =21.01 P29 65.71 1.394 IR 1.0 4.000 61.628 to 150 0.0 1.000 0.0 R30 128.07 0.6692 0.0 5.000 3.346 Vet = 26.92 R30 0.0 1.408 IT 6.617 4.340 54.974 to 120 0.0 6.617 0.0 207 128.07 0.9632 0.0 10.957 10.554 Vet = 26.39 207 0.0 2.703 0.0 2.580 65.528 to 120 0.0 0.0 0.0 209128.070.0403 0.0 2.580 0.104 Vel _7.16 0.0 128.07 65.632 K Factor= 15.81 D 0.0 1.08 IE 2.305 0.830 65.996 to 120 0.0 2.305 -0.364 208 0.0 0.0 0.0 3.135 Vel =0 208 0.0 1.08 IT 5.762 2.160 65.632 to 120 0.0 5.762 0.0 209 0.0 0.0 0.0 7.922 0.0 Vel= 0 209 128.07 2.703 0.0 180.500 65.632 to 120 0.0 0.0 0.0 5 128.07 0.0402 0.0 180.500 7.258 Vet = 7.16 5 100.00 2.703 2E 18.651 24.000 72.890 Qa= 100 to 120 0.0 18.651 8.445 3 228.07 0.1169 0.0 42.651 4.988 Vet = 12.75 3 0.0 6.09 IE 21.583 10.000 86.323 to 150 0.0 21.583 1.516 2 228.07 0.0015 0.0 31.583 0.047 Vel = 2.51 cooLJ Hula uHvnoiri CT9009L xv1 LI:LO 90O/T/TT Final Calculations - Standard LIFEGUARD ARE PROTECTION Page 8 LA COSTA GLEN - BLDG. F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv Notes Point Qt PflUL Eqv. Ln. Total Pf Pn 2 0.0 6.09 4E 86.332 94.000 87.886 to 150 1G 4.625 108.374 0.0 1 228.07 0.0015 1V 15.416 200.374 0.297 Vel = 2.51 1 0.0 6.09 iZie 0.0 35.000 88.183 to 150 4E 86.332 86.332 9.243 * Fixed loss = 9.243 0 228.07 0.0015 0.0 121.332 0.179 Vel = 2.51 0.0 228.07 97.605 K Factor= 23.09 too in aII.t1 uIVaDagI1 CTSV90909L rvi 90O/T/TT APPROVE LIE C DPV flfITTED CARLSBAD FIRE DEPARTMENT LIFEGUARD FIRE PROTECTION, INC. LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name LA COSTA GLEN - BUILDING F Building : BUILDING F Location 2ND FLOOR CORRIDOR 5 HEAD CALC (REVISED UG STUB UP) System Contract : Data File : LCG-BLDG-F-2ND-FLR-CORR.WXF AS ôW2- LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING F Date 10-31-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 10-31-06 Location - 2ND FLOOR CORRIDOR 5 HEAD CALC (REVISED UG STUB UP) Building - BUILDING F System No. - Contractor - Contract No. - Calculated By - JEREMIAH BALCH Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height - 9' Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure S Other T Specific Ruling Made By E ) 3 ( ) Ex.Haz. Curve Date N Area of Sprinkler Operation - 5 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model G4A E Elevation at Highest Outlet - 9' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 F G Hose Allowance - Outside - N Note UNDERGROUND PIPE DOUBLED DUE TO POSSIBLE FIELD ISSUES Calculation Flow Required - 223.03 Press Required - 42.72 @ 3 Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-11-06 Cap. - T Time of Test - 10:30 AN Rated Cap.- Elev.- E Static Press - 150 @ Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - RUSH ROSE DRIVE (ON SITE) P L Source of Information - PROVIDED BY JEREMIAH BALCH @ Y LIFEGUARD FIRE PROTECTION C Commodity Class Location O Storage Ht. Area Aisle W. N Storage Method: Solid Piled Palletized Rack N 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: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUILDING F Date 10-31-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 130 P 120 R 110 E 100 S 90 S80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) 80.446 Dl - Elevation : 9.597 D2 - System Flow : 123.032 D2 - System Pressure : 54.058 Hose City) Hose (Demand) : 100 D3 - System Demand : 223.032 - - - -Cl--- - -._------ - - - C2 -_ -- D2 Dl I.I... .. .1.... .... I.... Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 now tjidyiom LIFEGUARb FIRE PROTECTION LA COSTA GLEN - BUILDING F 25.7 25.7 A +-2OO4-01E-2O4 25i 1 I 25.' 71.7 22.5 I 202*-203 I I 23.5 I 711' B +-2O3.-2O4+..2O6 46t t 71.T 97.3 25.6 I 97. C -2O5€.2O64--2O7 25.6 0 R20+-. R21- 1124 0 0 0 R224- R23- R24-4 1129 0 10 o 11254- 1126-* R28 I I 01 I I 01 DI 0.1. .1.01. 97.3 R274- R28-4 R29-4 R30-. 2074- 209 0 0 25.7 123 223 223 - 0 .208<-209.-5 -3 -2 4-1 4-0 25.7 223 223 Page 3 Date 10-31-06 Fillings Used Summary LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN BUILDING F Date 10-31-06 Fitting Legend Abbrev. Name ½ % 1 1% 1½ 2 2½ 3 31,4 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 12 R CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 1 V 90 Eli Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zia Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 riessute I riuw ouiiiiiiiy - 0 itILJtFW LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - BUILDING F Date 10-31-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. A 19.16 5.6 21.09 na 25.72 .10 225 7.0 200 20.0 21.91 na 201 20.0 22.35 na 202 19.16 5.6 16.14 na 22.5 .10 225 7.0 B 19.16 5.6 17.56 na 23.46 .10 225 7.0 203 20.0 18.19 na 204 20.0 22.36 na C 19.16 5.6 20.91 na 25.61 .10 225 7.0 205 20.0 21.11 na 206 20.0 22.52 na R20 19.16 23.06 na R21 20.0 22.69 na R22 19.16 23.06 na R23 20.0 22.69 na R24 20.0 22.69 na R25 19.16 23.06 na R26 20.0 22.69 na R27 19.16 23.06 na R28 20.0 22.69 na R29 20.0 22.69 na R30 20.0 22.69 na 207 20.0 22.69 na D 19.16 5.6 21.13 na 25.74 .10 225 7.0 208 20.0 21.33 na 209 20.0 22.76 na 5 20.0 29.49 na 100.0 3 0.5 42.73 na 2 -3.0 44.29 na 1 -3.0 44.57 na 0 -3.0 54.06 na The maximum velocity is 16.1 and it occurs in the pipe between nodes 203 and 204 r lildi L,dR.UIdUUflS - OLdI lUdi U LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn A 25.72 1.08 IT 5.762 0.830 21.092 K Factor 5.60 to 120 0.0 5.762 -0.364 200 25.72 0.1798 0.0 6.592 1.185 Vel = 9.01 200 0.0 1.408 IT 6.617 2.160 21.913 to 120 0.0 6.617 0.0 201 25.72 0.0494 0.0 8.777 0.434 Vet = 5.30 201 0.0 2.703 0.0 8.000 22.347 to 120 0.0 0.0 0.0 204 25.72 0.0021 0.0 8.000 0.017 Vel = 1.44 0.0 25.72 22.364 K Factor = 5.44 202 22.50 1.08 2E 4.61 12.580 16.143 K Factor 5.60 to 120 0.0 4.610 -0.364 203 22.5 0.1404 0.0 17.190 2.414 Vel = 7.88 0.0 22.50 18.193 K Factor = 5.28 B 23.46 1.08 IT 5.762 0.830 17.557 K Factor =5.60 to 120 0.0 5.762 -0.364 203 23.46 0.1517 0.0 6.592 1.000 Vet = 8.22 203 22.50 1.08 IT 5.762 2.160 18.193 to 120 0.0 5.762 0.0 204 45.96 0.5265 0.0 7.922 4.171 Vet 16.10 204 25.72 2.703 0.0 11.420 22.364 to 120 0.0 0.0 0.0 206 71.68 0.0137 0.0 11.420 0.157 Vel = 4.01 0.0 71.68 22.521 KFactor= 15.10 C 25.61 1.08 1 2.305 0.830 20.912 K Factor 5.60 to 120 0.0 2.305 -0.364 205 25.61 0.1783 0.0 3.135 0.559 Val = 8.97 205 0.0 1.08 IT 5.762 2.160 21.107 to 120 0.0 5.762 0.0 206 25.61 0.1785 0.0 7.922 1.414 Val = 8.97 206 71.68 2.703 0.0 7.160 22.521 to 120 0.0 0.0 0.0 207 97.29 0.0242 0.0 7.160 0.173 Vet = 5.44 0.0 97.29 22.694 K Factor= 20.42 R20 0.0 1.101 1 3.825 12.830 23.058 to 150 2R 2.0 15.387 -0.364 R21 0.0 00 IT 9.563 28.217 Vet = 0 R21 0.0 1.101 1R 1.0 8.080 22.694 to 150 IT 9.563 10.562 0.0 R24 0.0 0.0 0.0 18.642 0.0 Vet = 0 0.0 0.0 22.694 K Factor =0 R22 0.0 1.101 1 3.825 4.000 23.058 to 150 IT 9.563 13.387 -0.364 R23 0.0 0.0 0.0 17.387 Vet = 0 rinai uaicuiations - awriumu LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Ref. Qa Dia. 'IC" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes *** Point Qt Pf/UL Eqv. Ln. Total Pf Pn R23 0.0 1.101 IR 1.0 12.000 22.694 to 150 0.0 1.000 0.0 R24 0.0 0.0 0.0 13.000 0.0 Vet = 0 R24 0.0 1.394 IR 1.0 1.500 22.694 to 150 0.0 1.000 0.0 R29 0.0 0.0 0.0 2.500 0.0 Vet = 0 0.0 0.0 22.694 K Factor = 0 R25 0.0 1.101 2E 7.65 13.500 23.058 to 150 1 1.0 18.212 -0.364 R26 0.0 0.0 IT 9.563 31.712 Vet = 0 R26 0.0 1.101 2R 2.0 15.670 22.694 to 150 0.0 2.000 0.0 R28 0.0 0.0 0.0 17.670 0.0 Vet = 0 0.0 0.0 22.694 K Factor =0 R27 0.0 1.101 'IT 9.563 0.830 23.058 to 150 0.0 9.562 -0.364 R28 0.0 0.0 0.0 10.392 VeI=0 R28 0.0 1.101 IT 9.563 3.000 22.694 to 150 0.0 9.562 0.0 R29 0.0 0.0 0.0 12.562 0.0 Vel = 0 R29 0.0 1.394 IR 1.0 4.000 22.694 to 150 0.0 1.000 0.0 R30 0.0 0.0 0.0 5.000 0.0 Vet = 0 R30 0.0 1.408 IT 6.617 4.340 22.694 to 120 0.0 6.617 0.0 207 0.0 0.0 0.0 10.957 0.0 Vet = 0 207 97.29 2.703 0.0 2.580 22.694 to 120 0.0 0.0 0.0 209 97.29 0.0240 0.0 2.580 0.062 Vet = 5.44 0.0 97.29 22.756 K Factor = 20.39 D 25.74 1.08 IE 2.305 0.830 21.128 K Factor =5.60 to 120 0.0 2.305 -0.364 208 25.74 0.1802 0.0 3.135 0.565 VeI = 9.01 208 0.0 1.08 IT 5.762 2.160 21.329 to 120 0.0 5.762 0.0 209 25.74 0.1801 0.0 7.922 1.427 Vet = 9.01 209 97.29 2.703 0.0 180.500 22.756 to 120 0.0 0.0 0.0 5 123.03 0.0373 0.0 180.500 6.739 Vet = 6.88 5 10000 2.703 2E 18.651 24.000 29.495 Qa = 100 to 120 0.0 18.651 8.445 3 223.03 0.1122 0.0 42.651 4.786 VeI= 12.47 3 0.0 6.16 1 22.818 10.000 42.726 to 150 0.0 22.818 1.516 2 223.03 0.0013 0.0 32.818 0.044 Vet = 2.40 ni idi ',di'UldUUI i - Lai ivai U LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 2 0.0 6.09 4E 86.332 94.000 44.286 to 150 IG 4.625 106.374 0.0 1 223.03 0.0014 IV 15.416 200.374 0.285 VeI = 2.46 1 0.0 6.09 IZie 0.0 35.000 44.571 to 150 4E 86.332 86.332 9.314 *Fixed loss= 9.314 0 223.03 0.0014 0.0 121.332 0.173 Vel = 2.46 0.0 223.03 54.058 K Factor = 30.33 HLE PYAPPROVE,&3JBcUTTED 41 iynu ABADEARTMENT LIFEGUARD FIRE PR07EG71 0N, INC. LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name LA COSTA GLEN - BUILDING F Building BUILDING F Location : 3RD FLOOR UNIT -4 HEAD CALC. (REVISED SPRINKLER TYPE) System Contract : Data File : LCG-BLDG-F-3RD-FLR-UNIT.WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING F Date 10-31-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN - (REVISED FOR 1-1/2" THR'D LINES ) Date - 10-31-06 Location - 3RD FLOOR UNIT - 4 HEAD CALC. (REVISED SPRINKLER TYPE) Building - BUILDING F System No. - Contractor - LIFEGUARD FIRE PROTECTION Contract No. - Calculated By - JERE MAIN BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 C ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other ALL UNDERGROUND PIPING DOUBLED IN CALC. DUE TO FIELD CONFLICTS T Specific Ruling Made By Date S N Area of Sprinkler Operation - 4 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model F1-RES S Elevation at Highest Outlet - 32 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.165 G Hose Allowance - Outside - N Note Calculation Flow Required - 229.80 Press Required - 64.23 @ 3 Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/11/06 Cap. - T Time of Test - 10:30 AM Rated Cap.- Elev.- E Static Press - 150 8 Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - ON RUSH ROSE DRIVE ON LA COSTA GLEN JOB SITE P L Source of Information - JEREMIAH BALCH 8 LIFEGUARD FIRE PROTECTION Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack N Single Row ( ) Conven. Pallet ( ) Auto. Storage C ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A C ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUILDING F Date 10-31-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 130 P 120 R 110 - Dl - Elevation : 13.859 D2-System Flow : 129.863 02 - System Pressure : 86.939 Hose(Adj City) Hose (Demand) : 100 D3 - System Demand : 229.863 Cf - -.---_-.--- ________ __________ ____________ ______________ ________________ - ______ ________ __________ -.----.----.-.-.- ___________ C2 _____________ _______________ - - -_...... E10° S 90 u 70 R6° E50 40 30 20 nj 10 I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 now ulaglarn LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING F 0 0 16.9 16.9 16.9 300-., 301-, 302-., 303-* 304-, 305-, 306 307 3084- 309+- 310+- 311+- 3114- 312 o 0 16.9 16.9 0 0 35 30.1 30.1 30.1 313-., 314-, 315-, 316-, 317+-- 318-, 319-., 320 321 322+-- 323+-. 324+-. 325+-. 326+-- 3274- 328 o 0 30.1 30.1 30.1 0 22.4 330+-. 3314- 3324- 333 22.4 22.4 21 334 i- 335 20.2 330+-337 19.2 338+- 339 47.9 307+-81 t 47.9 351 319+-82 t 82.8 22.f 83 f I 60.4 211 334-+84 f I 39.4 20 336-, 85 f I 19.2 19, 338-, B6 16.9 312+-- Al 1 16.9 30. 3284- A2 22.4 333- A4 I 60.4 21 4 335- AS I 39.4 20.2. 337+-. AS I 192 19.2. 339+-A? 47.9 60.4 19.2 01 +- 02 4- 83*- 84 *- 88 +- 86 82.8 39.4 16.9 82.8 39.4 Al +-A2 4--A3 -.M -,A5 -,A6 -,A7 47 60.4 19.2 129.9 229.9 229.9 43+-T3*--5 +-3 +-2 +-1 +-0 129.9 229.9 229.9 Page 3 Date 10-31-06 iIuvv ivayuauui LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN - BUILDING F Date 10-31-06 Fittings Used Summary LIFEGV,RD FIRE PROTECTION Page 5 LA C91f A GLEN - BUILDING F Date 10-31-06 Fitting Legend AbbreV Name V2 % I 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45Elbow 1 I 1 1 2 2 3 3 3 4 5 7 9 II 13 17 19 21 24 2€ G Generic Gate Valve 0 0 0 0 0 1 I I I 2 2 3 4 5 6 7 8 10 11 1 T 90 Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 1 V 90 Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JIOOUI 0 I I flJVV JUIIIItII7 - '.J IIIL#I'tILJ LIEGUAID FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING F Date 10-31-06 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Reg, 300 32.0 47.14 na 301 32.0 47.14 na 302 32.0 47.14 na 303 32.0 47.14 na 304 32.0 47.14 na 305 32.0 47.14 na 306 32.0 47.14 na R30 29.0 4.9 43.72 na 32.4 .10 324 16.7 R31 32.0 47.14 na 307 32.0 47.27 na R32 29.0 4.9 43.58 na 32.35 .10 189 12.0 R33 32.0 47.22 na 308 32.0 50.47 na 309 32.0 50.59 na 310 32.0 50.69 na 311 32.0 50.8 na 311A 32.0 50.91 na 313 31.0 48.46 na 314 31.0 48.46 na 315 31.0 48.46 na 316 31.0 48.46 na 317 31.0 48.46 na 318 31.0 48.46 na 319 31.0 48.46 na 320 31.0 48.21 na R34 29.0 4.9 43.92 na 32.47 .10 189 12.0 F35 31.0 48.19 na 321 31.0 48.18 na R36 29,0 4.9 44.38 na 32.64 .10 216 16.7 R37 31.0 48.18 na 322 31.0 48,49 na 323 31.0 48.74 na 324 31.0 49.02 na 325 31.0 49.33 na 326 31.0 49.64 na 327 31.0 49.95 na 329 31.0 49.8 na 330 31.0 49.8 na 331 31.0 49.91 na 332 31.0 50.84 na 334 31.0 49.88 na 336 31.0 49.83 na 338 32.0 49.46 na 312 32.0 51.94 na 328 31.0 52.01 na 333 31,0 52.39 na 335 31.0 52.32 na 337 31.0 52.3 na 339 32.0 51.81 na 81 30.0 49.58 na 82 30.0 49.66 na 133 30.0 49.9 na 84 30.0 50.01 na 85 30.0 50.05 na Al 30.0 53.02 na A2 30.0 53.03 na A3 30.0 53.11 na A4 30.0 53.08 na AS 30.0 52.98 na A6 30.0 52.94 na T3 30.0 55.8 na 5 20.0 62.17 na 100,0 riuw QUIIIIuII LdIIUIU LIEGUA!RD FIRE PROTECTION Page 7 LA COSTA GLEN - BUILDING F Date 10-31-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 3 0.5 75.68 na 2 -3.0 77.24 na 1 -3.0 77.54 na 0 -3.0 86.94 na The maximum velocity is 12.85 and it occurs in the pipe between nodes 5 and 3 r ii iu dIUUIdUUI i - OLI iui U LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 300 0.0 1.639 0.0 4.000 47.142 to 120 0.0 0.0 0.0 301 0.0 0.0 0.0 4.000 0.0 Vel = 0 301 0.0 1.639 IE 4.363 9.750 47.142 to 120 0.0 4.363 0.0 302 0.0 0.0 0.0 14.113 0.0 Vel = 0 302 0.0 1.639 IE 4.363 9.250 47.142 to 120 0.0 4.363 0.0 303 0.0 0.0 0.0 13.613 0.0 Vel = 0 303 0.0 1.639 0.0 8.000 47.142 to 120 0.0 0.0 0.0 304 0.0 0.0 0.0 8.000 0.0 Vel = 0 304 0.0 1.639 IE 4.363 6.920 47.142 to 120 0.0 4.363 0.0 305 0.0 0.0 0.0 11.283 0.0 Vel = 0 305 0.0 1.639 IF 2.182 6.250 47.142 to 120 0.0 2.182 0.0 306 0.0 0.0 0.0 8.432 0.0 Vel = 0 306 0.0 1.639 0.0 21.080 47.142 to 120 0.0 0.0 0.0 R31 0.0 0.0 0.0 21.080 0.0 Vel = 0 0.0 0.0 47.142 K Factor 0 R30 32.40 1.08 2E 4.61 6.750 43.722 K Factor = 4.90 to 120 IT 5.762 10.372 -1.299 R31 32.4 0.2756 0.0 17.122 4.719 VeI= 11.35 R31 0.0 1.639 0.0 3.500 47.142 to 120 0.0 0.0 0.0 307 32.4 0.0363 0.0 3.500 0.127 Vel = 4.93 307 -47.85 1.639 0.0 5.750 47.269 to 120 0.0 0.0 0.0 R33 -15.45 -0.0092 0.0 5.750 -0.053 Vel = 2.35 0.0 -15.45 47.216 KFactor -2.25 R32 32.35 1.08 2E 4.61 7.580 43.581 K Factor 4.90 to 120 17 5.762 10.372 -1.299 R33 32.35 0.2748 0.0 17.952 4.934 Vel = 11.33 R33 -15.45 1.639 0.0 300.530 47.216 to 120 0.0 0.0 0.0 308 16.9 0.0108 0.0 300.530 3.258 Val = 2.57 308 0.0 1.639 0.0 10.500 50.474 to 120 0.0 0.0 0.0 309 16.9 0.0109 0.0 10.500 0.114 Val = 2.57 309 0.0 1.639 0.0 9.750 50.588 to 120 0.0 0.0 0.0 310 16.9 0.0109 0.0 9.750 0.106 Vel = 2.57 310 0.0 1.639 0.0 9.750 50.694 to 120 0.0 0.0 0.0 311 16.9 0.0108 0.0 9.750 0.105 Vel = 2.57 r inai t.,aicuiauuns - anuaru LIFEGUARD FIRE PROTECTION Page 9 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 311 0.0 1.639 0.0 9.750 50.799 to 120 0.0 0.0 0.0 311A 16.9 0.0109 0.0 9.750 0.106 Vel = 2.57 311A 0.0 1.639 3E 13.09 73.750 50.905 to 120 IT 8.727 21.817 0.0 312 16.9 0.0108 0.0 95.567 1.036 Vel = 2.57 0.0 16.90 51.941 KFactor 2.34 313 0.0 1.08 IF 1.152 8.750 48.459 to 120 1 2.305 3.457 0.0 314 0.0 0.0 0.0 12.207 0.0 Vet = 0 314 0.0 1.08 IT 5.762 2.000 48.459 to 120 0.0 5.762 0.0 315 0.0 0.0 0.0 7.762 0.0 Vet = 0 315 0.0 1.639 0.0 7.920 48.459 to 120 0.0 0.0 0.0 316 0.0 0.0 0.0 7.920 0.0 Vet = 0 316 0.0 1.639 0.0 7.920 48.459 to 120 0.0 0.0 0.0 317 0.0 0.0 0.0 7.920 0.0 Vel = 0 317 0.0 1.639 0.0 8.000 48.459 to 120 0.0 0.0 0.0 318 0.0 0.0 0.0 8.000 0.0 Vel = 0 318 0.0 1.639 0.0 2.000 48,459 to 120 0.0 0.0 0.0 319 0.0 0.0 0.0 2.000 0.0 Vet = 0 319 -34.98 1.639 0.0 6.080 48.459 to 120 0.0 0.0 0.0 320 -34.98 -0.0416 0.0 6.080 -0.253 Vet = 5.32 320 0.0 1.639 0.0 0.500 48.206 to 120 0.0 0.0 0.0 R35 -34.98 -0.0420 0.0 0.500 -0.021 Vel = 5.32 0.0 -34.98 48.185 K Factor -5.04 R34 32.47 1.08 2E 4.61 8.160 43.921 K Factor =4.90 to 120 IT 5.762 10,372 -0.866 R35 32.47 0,2768 0.0 18.532 5.130 Vet = 11.37 R35 -34.98 1.639 0.0 7.500 48.185 to 120 0.0 0.0 0.0 321 2.51 -0.0003 0.0 7.500 -0.002 Vet = 0.38 321 0.0 1.639 0.0 6.160 48.183 to 120 0.0 0.0 0.0 R37 -2.51 -0.0003 0.0 6.160 -0.002 Vet = 0.38 0.0 -2.51 48.181 KFactor= -0.36 R36 32.64 1.08 2E 4.61 6.340 44.376 K Factor =4.90 to 120 IT 5.762 10.372 -0.866 R37 32.64 0.2795 0.0 16.712 4.671 Vel = 11.43 t-inai taicuiauons - tanuaru LIFEGUARD FIRE PROTECTION Page 10 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Die. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes **** Point Qt Pf/UL Eqv. Ln. Total Pf Pn R37 -2.51 1.639 0.0 9.750 48.181 to 120 0.0 0.0 0.0 322 30.13 0.0316 0.0 9.750 0.308 Vet = 4.58 322 0.0 1.639 0.0 8.000 48.489 to 120 0.0 0.0 0.0 323 30.13 0.0316 0.0 8.000 0.253 Vel = 4.58 323 0.0 1.639 0.0 8.670 48.742 to 120 0.0 0.0 0.0 324 30.13 0.0316 0.0 8.670 0.274 Vel = 4.58 324 0.0 1.639 0.0 9.830 49.016 to 120 0.0 0.0 0.0 325 30.13 0.0316 0.0 9.830 0.311 Vel= 4.58 325 0.0 1.639 0.0 9.830 49.327 to 120 0.0 0.0 0.0 326 30.13 0.0315 0.0 9.830 0.310 Vel = 458 326 0.0 1.639 0.0 9.830 49.637 to 120 0.0 0.0 0.0 327 30.13 0.0316 0.0 9.830 0.311 Vet = 4.58 327 0.0 1.639 0.0 65.340 49.948 to 120 0.0 0.0 0.0 328 30.13 0.0316 0.0 65,340 2.066 Vet = 4.58 0.0 30.13 52.014 KFactor 4.18 329 0.0 1.639 0.0 2.000 49.802 to 120 0.0 0.0 0.0 330 0.0 0.0 0.0 2.000 0.0 Vet = 0 330 22.43 1.639 0.0 6.080 49.802 to 120 0.0 0.0 0.0 331 22.43 0.0184 0.0 6.080 0.112 Vel = 3.41 331 0.0 1.639 0.0 50.500 49.914 to 120 0.0 0.0 0.0 332 22.43 0.0183 0.0 50.500 0.924 Vel = 3.41 332 0.0 1.639 0.0 85.000 50.838 to 120 0.0 0.0 0.0 333 22.43 0.0183 0.0 85.000 1.556 Vet = 3.41 0.0 22.43 52.394 K Factor = 3.10 334 20.98 1.639 2E 8.727 142.250 49.877 to 120 0.0 8.727 0.0 335 20.98 0.0162 0.0 150.977 2.442 Vel = 3.19 0.0 20.98 52.319 K Factor = 2.90 336 20.21 1.639 4E 17.453 146.160 49.827 to 120 0.0 17.453 0.0 337 20.21 0.0151 0.0 163.613 2.470 Vet 3.07 0.0 20.21 52.297 KFactor = 2.79 III II ,II..UILIVJ ID - LI ivai U LIFEGUARD FIRE PROTECTION Page 11 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv Notes * Point Qt Pf/UL Eqv. Ln. Total Pf Pn 338 19.23 1.639 4E 17.453 152.580 49.465 to 120 0.0 17.453 0.0 339 19.23 0.0138 0.0 170.033 2.341 Vel = 2.92 0.0 19.23 51.806 KFactor = 2.67 307 47.85 1.639 2T 17.453 2.000 47.269 to 120 0.0 17.453 0.866 BI 47.85 0.0744 0.0 19.453 1.447 Vel = 7.28 0.0 47.85 49.582 KFactor = 6.80 319 34.98 1.639 2T 17.453 1.000 48.459 to 120 0.0 17.453 0.433 B2 34.98 0.0417 0.0 18.453 0.769 Vet= 5.32 0.0 34.98 49.661 K Factor = 4.96 330 -22.43 1.639 2T 17.453 1.000 49.802 to 120 0.0 17.453 0.433 B3 -22.43 -0.0183 0.0 18.453 -0.337 Vet = 3.41 0.0 -22.43 49.898 K Factor= -3.18 334 -20.98 1.639 21 17.453 1.000 49.877 to 120 0.0 17.453 0.433 B4 -20.98 -0.0162 0.0 18.453 -0.299 Vet = 3.19 0.0 -20.98 50.011 KFactor= -2.97 336 -20.21 1.639 1 4.363 1.000 49.827 to 120 IT 8.727 13.090 0.433 B5 -20.21 -0.0150 0.0 14.090 -0.212 Vel = 3.07 0.0 -20.21 50.048 K Factor = -2.86 338 -19.23 1.639 2T 17.453 2.000 49.465 to 120 0.0 17.453 13.859 B6 -19.23 -0.0138 0.0 19.453 -0.268 Vet = 2.92 0.0 -19.23 63.056 K Factor= -2.42 312 16.90 1.639 2T 17.453 2.000 51.941 to 120 0.0 17.453 0.866 Al 16.9 0.0108 0.0 19.453 0.211 Vel = 2.57 0.0 16.90 53.018 K Factor = 2.32 328 30.13 1.639 21 17.453 1.000 52.014 to 120 0.0 17.453 0.433 A2 30.13 0.0316 0.0 18.453 0.583 Vet = 4.58 0.0 30.13 53.030 KFactor = 4.14 333 22.43 1.639 1 4.363 1.000 52.394 to 120 IT 8.727 13.090 0.433 A4 22.43 0.0183 0.0 14.090 0.258 Vet = 3.41 rinai LaIGuiauuJ1s - OLdIIUIU LIFEGUARD FIRE PROTECTION Page 12 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total N Pn 0.0 22.43 53.085 K Factor= 3.08 335 20.98 1.639 1 4.363 1.000 52.319 to A5 20.98 120 0.0162 IT 8.727 0.0 13.090 14.090 0.433 0.228 Vel = 3.19 0.0 20.98 52.980 KFactor = 2.88 337 20.21 1.639 1 4.363 1.000 52.297 to 120 IT 8.727 13.090 0.433 A6 20.21 0.0150 0.0 14.090 0.212 Vel = 3.07 0.0 20.21 52.942 KFactor = 2.78 339 19.23 1.639 2T 17.453 2.000 51.806 to 120 0.0 17.453 13.859 A7 19.23 0.0138 0.0 19.453 0.268 Vel = 2.92 0.0 19.23 65.933 KFactor= 2.37 BI 47.85 2.703 0.0 12.160 49.582 to 120 0.0 0.0 0.0 B2 47.85 0.0065 0.0 12.160 0.079 Vel = 2.68 B2 34.99 2.703 0.0 13.160 49.661 to 120 0.0 0.0 0.0 B3 82.84 0.0180 0.0 13.160 0.237 VeI= 4.63 B3 -22.43 2.703 0.0 11.340 49.898 to 120 0.0 0.0 0.0 B4 60.41 0.0100 0.0 11.340 0.113 Vel = 3.38 B4 -20.98 2.703 0.0 8.000 50.011 to 120 0.0 0.0 0.0 B5 39.43 0.0046 0.0 8.000 0.037 Vel = 2.20 B5 -20.20 2.703 0.0 12.750 50.048 to 120 0.0 0.0 12.993 B6 19.23 0.0012 0.0 12.750 0.015 Vel = 1.08 0.0 19.23 63.056 K Factor = 2.42 Al 16.90 2.703 0.0 12.500 53.018 to 120 0.0 0,0 0.0 A2 16.9 0.0010 0.0 12.500 0.012 Vel = 0.94 A2 30.13 2.703 0.0 12.000 53.030 to 120 0.0 0.0 0.0 A3 47.03 0.0063 0.0 12.000 0.076 Vel = 2.63 A3 -129.87 2.703 0.0 1.160 53.106 to 120 0.0 0.0 0.0 A4 -82.84 -0.0181 0.0 1.160 -0.021 Val = 4.63 A4 22.43 2.703 0.0 10.500 53.085 to 120 0.0 0.0 0.0 AS -60.41 -0.0100 0.0 10.500 -0.105 Vel = 3.38 A5 20.98 2.703 0.0 8.160 52.980 to 120 0.0 0.0 0.0 A6 -39.43 -0.0047 0.0 8.160 -0.038 Vel = 2.20 t-inai UaICUW110115 - OLdiludlu LI1EGUARD FIRE PROTECTION • Page 13 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn A6 20.20 2.703 0.0 2.250 52.942 to 120 0.0 0.0 12.993 Al -19.23 -0.0009 0.0 2.250 -0.002 Vel = 1.08 0.0 -19.23 65.933 K Factor = -2.37 A3 129.86 2.703 IT 18.651 37.420 53.106 to 120 1 9.325 27.976 0.0 T3 129.86 0.0413 0.0 85.396 2.698 Val 7.26 T3 0.0 2.703 IT 18.651 21.420 55.804 to 120 1 9.325 27.976 4.331 5 129.86 0.0413 0.0 49.396 2.038 Vel 7.26 5 100.00 2.703 2E 18.651 24.000 62.173 Qa = 100 to 120 0.0 18.651 8.445 3 229.86 0.1187 0.0 42.651 5.061 Vel = 12.85 3 0.0 6.16 1E 22.818 10.000 75.679 to 150 0.0 22,818 1.516 2 229.86 0.0014 0.0 32.818 0.046 Vel = 2.47 2 0.0 6.09 4E 86.332 94.000 77.241 to 150 1 4.625 106.374 0.0 1 229.86 0.0015 IV 15.416 200.374 0.302 Vel = 2.53 1 0.0 6.09 IZie 0.0 35.000 77.543 to 150 4E 86.332 86.332 9.214 Fixed loss = 9.214 0 229.86 0.0015 0.0 121.332 0.182 Vel = 2.53 0.0 229.86 86.939 K Factor = 24.65 ~flLE CDP LJITTED - CARLSBALRXRThIENT Li FEGUAD FIRE PROTECTION, INC. LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name : LA COSTA GLEN - BUILDING F Building : BUILDING F Location : 3RD FLOOR AREA 1 (REVISED FOR 1-1/2" THR'D LINES) System Contract Data File : LCG-BLDG-F-3RD-FLR-UPSI .WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING F Date 10-31-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 10-31-06 Location - 3RD FLOOR AREA 1 (REVISED FOR 1-1/2" THR'D LINES) Building - BUILDING F System No. - Contractor - LIFEGUARD FIRE PROTECTION Contract No. - Calculated By - JERE MAIR BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other ALL UNDERGROUND PIPING DOUBLED IN CALC. DUE TO FIELD CONFLICTS T Specific Ruling Made By Date E H Area of Sprinkler Operation - 1316.25 System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model GFR E Elevation at Highest Outlet - 32 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note *CALC AREA REDUCED PER. NFPA 13, EDITION 1999, SECTION 7-2.3.2.4 Calculation Flow Required - 460.46 Press Required - 109.25 @ 3 Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/11/06 Cap. - T Time of Test - 10:30 AM Rated Cap.- Elev.- B Static Press - 150 @ Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - ON RUSH ROSE DRIVE ON LA COSTA GLEN JOB SITE P L Source of Information - JEREMIAH BALCH @ LIFEGUARD FIRE PROTECTION Y C Commodity Class Location O Storage lit. 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 B Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUILDING F Date 10-31-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 P 120 R 110 E 100 S 90 80 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) Dl - Elevation : 15.158 D2 - System Flow : 360.461 D2-System Pressure : 119.308 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 460.461 - -et-- - - 02 130 C2 - -3 1- Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ruvvv L'iy,iii LIFEGUARD FIRE PROTECTION Page 3 LA COSTA GLEN - BUILDING F Date 10-31-06 14.8 45 78.3 117.9 60.5 60.5 60.5 300+- 301+-. 3024-3034- 304i- 3054- 3064- 307+- 308+-- 309+- 310+- 311+-- 3114- 312 29.7 61.2 97.2 60.5 60.5 60.5 19.1 39.2 85.1 25.5 75.8 75.8 75.8 75.8 3134- 314i- 3154- 316+-- 317+- 318 +- 319 +- 320+- 321 +- 322+- 323~-. 324~-- 325 +- 326~-- 327+- 328 39.2 61.8 109.5 50.4 75.8 75.8 75.8 29 63.4 329+- 3304- 331 +- 332+- 333 83.4 63.4 55.8 334+- 335 53.8 335~-. $37 51.2 338+-. 339 57.4 307 <- Bl t 57.4 108 319*- B2 1 166.2 5.4 330-+ 83 t I 160.8 55. 334 -+84 t I 105 53. 330 -+85 t I 51.2 51. 338 - 86 60.5 312<-- Al t I 60.5 75. 328.4- A2 63.4 333+. A4 160.8 554 3354- AS I 105 534 3374- AS 51.2 51.. 339-. A7 57.4 160.8 51.2 BI ~-- 82 4-83 4-84 ~- 65 +-B8 166.2 105 60.5 224.2 105 Al +-A2 +-A3 -.,.M -+A5 -,A6 -+A7 136.3 160.8 51.2 360.5 460.5 460.5 A3+.T3+-5 -3 +-2 +-1 ~-0 360.5 460.5 460.5 rivvv IJIdIdIII LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN - BUILDING F Date 10-31-06 Fithngs Used Summary LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - BUILDING F Date 10-31-06 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 8 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 2€ G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 1 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 12 V 90 Eli Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 riwuiei now ouiinuiaiy - o iru'ii..itu'i..i LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING F Date 10-31-06 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 300 32.0 5.6 7.0 na 14.82 .10 48 7.0 301 32.0 5.6 7.03 na 14.85 .10 92 7.0 302 32.0 5.6 7.47 na 15.3 .10 144 7.0 303 32.0 5.6 8.37 na 16.2 .10 96 7.0 304 32.0 5.6 9.31 na 17.08 .10 96 7.0 305 32.0 5.6 11.39 na 18.9 .10 82 7.0 306 32.0 5.6 13.72 na 20.74 .10 84 7.0 307 32.0 23.38 na 308 32.0 27.56 na 309 32.0 28.77 na 310 32.0 29.89 na 311 32.0 31.01 na 311A 32.0 32.13 na 313 31.0 5.6 11.61 na 19.08 .10 13 7.0 314 31.0 5.6 12.87 na 20.09 .10 68 7.0 315 31.0 15.91 na 316 31.0 5.6 16.32 na 22.62 .10 103 7.0 317 31.0 5.6 17.27 na 23.27 .10 105.300 7.0 318 31.0 5.6 18.99 na 24.4 .10 105.300 7.0 319 31.0 5.6 19.68 na 24.84 .10 105.300 7.0 320 31.0 5.6 19.82 na 24.93 .10 105.300 7.0 321 31.0 5.6 20.48 na 25.34 .10 105.300 7.0 322 31.0 23.26 na 323 31.0 24.65 na 324 31.0 26.16 na 325 31.0 27.88 na 326 31.0 29.59 na 327 31.0 31.3 na 329 31.0 5.6 26.77 na 28.98 .10 105.300 7.0 330 31.0 5.6 26.83 na 29.01 .10 105.300 7.0 331 31.0 27.59 na 332 31.0 33.91 na 334 31.0 29.33 na 336 31.0 29.02 na 338 32.0 29.02 na 312 32.0 43.1 na 328 31.0 42.68 na 333 31.0 44.54 na 335 31.0 44.26 na 337 31.0 44.13 na 339 32.0 43.34 na 81 300 26.27 na 82 30,0 26.38 na 83 30.0 27.24 na 84 30.0 27.93 na 135 30.0 28.16 na Al 30.0 462 na A2 30.0 46.33 na A3 30.0 46.87 na A4 30.0 46.74 na A5 30.0 46.09 na A6 30.0 45.87 na 13 30.0 64.7 na 5 20.0 82.51 na 100.0 3 0.5 109.25 na 2 -3.0 110.93 na 1 -3.0 112.02 na 0 -3.0 119.31 na The maximum velocity is 25.74 and it occurs in the pipe between nodes 5 and 3 rinai '..,aucuiaiions - owriudiu LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 41C11 or Ftngs Pe Pv Notes Point Qt PfIUL Eqv. Ln. Total Pf Pn 300 14.82 1.639 0.0 4.000 7.000 K Factor =5.60 to 120 0.0 0.0 0.0 301 14.82 0.0085 0.0 4.000 0.034 Vel = 2.25 301 14.85 1.639 1 4.363 9.750 7.034 K Factor 5.60 to 120 0.0 4.363 0.0 302 29.67 0.0308 0.0 14.113 0.434 Vel = 4.51 302 15,30 1.639 1E 4.363 9.250 7.468 K Factor= 5.60 to 120 0.0 4.363 0.0 303 44.97 0.0663 0.0 13.613 0.902 Vel = 6.84 303 16.20 1.639 0.0 8.000 8.370 K Factor = 5.60 to 120 0.0 0.0 0.0 304 61.17 0.1172 0.0 8.000 0.938 Vel = 9.30 304 17.09 1.639 1 4.363 6.920 9.308 K Factor 5.60 to 120 0.0 4.363 0.0 305 78.26 0.1847 0.0 11.283 2.084 Vel= 11.90 305 18.90 1.639 IF 2.182 6.250 11.392 K Factor = 5.60 to 120 0.0 2.182 0.0 306 97.16 0.2759 0.0 8.432 2.326 Vel = 14.77 306 20.74 1.639 0.0 24.500 13.718 K Factor =5.60 to 120 0.0 0.0 0.0 307 117.9 0.3944 0.0 24.500 9.663 Vel = 17.93 307 -57.39 1.639 0.0 36.420 23.381 to 120 0.0 0.0 0.0 308 60.51 0.1148 0.0 36.420 4.181 Vel = 9.20 308 0.0 1.639 0.0 10.500 27.562 to 120 0.0 0.0 0.0 309 60.51 0.1149 0.0 10.500 1.206 Vel = 9.20 309 0.0 1.639 0.0 9.750 28.768 to 120 0.0 0.0 0.0 310 60.51 0.1149 0.0 9.750 1.120 Vel = 9.20 310 0.0 1.639 0.0 9.750 29.888 to 120 0.0 0.0 0.0 311 60.51 0.1148 0.0 9.750 1.119 Vel = 9.20 311 0.0 1.639 0.0 9.750 31.007 to 120 0.0 0.0 0.0 311A 60.51 0.1149 0.0 9.750 1.120 Val = 9.20 311A 0.0 1.639 3E 13.09 73.750 32.127 to 120 IT 8.727 21.817 0.0 312 60.51 0.1148 0.0 95.567 10.973 Vel = 9.20 0.0 60.51 43.100 K Factor = 9.22 313 19.08 1.08 IF 1.152 8.750 11.609 K Factor =5.60 to 120 1E 2.305 3.457 0.0 314 19.08 0.1035 0.0 12.207 1.264 Vel = 6.68 314 20.09 1.08 IT 5.762 2.000 12.873 K Factor =5.60 to 120 0.0 5.762 0.0 315 39.17 0.3917 0.0 7.762 3.040 Vet = 13.72 315 0.0 1.639 0.0 7.920 15.913 to 120 0.0 0.0 0.0 316 39.17 0.0514 0.0 7.920 0.407 Vet = 5.96 ruiai .dI(.UIdUUf lb - OLJlUdlU LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. IsCI or Ftng's Pe Pv *** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 316 22.63 1.639 0.0 7.920 16.320 K Factor =5.60 to 120 0.0 0.0 0.0 317 61.8 0.1193 0.0 7.920 0.945 VeI= 9.40 317 23.26 1.639 0.0 8.000 17.265 K Factor 5.60 to 10 0.0 0.0 0.0 318 85.06 0.2156 0.0 8.000 1,725 Vel = 12.93 318 24.41 1.639 0.0 2.000 18.990 K Factor 5.60 to 120 0.0 0.0 0.0 319 109.47 0.3440 0.0 2.000 0.688 Vel = 16.65 319 -83.95 1.639 0.0 6.080 19.678 K Factor 5.60 to 120 0.0 0.0 0.0 320 25.52 0.0232 0.0 6.080 0.141 Vel = 3.88 320 24.93 1.639 0.0 8.000 19.819 K Factor 5.60 to 120 0.0 0.0 0.0 321 50.45 0.0820 0.0 8.000 0.656 Vel = 7.67 321 25.34 1.639 0.0 16.000 20.475 K Factor 5.60 to 120 0.0 0.0 0.0 322 75.79 0.1742 0.0 16.000 2.787 Vel = 11.53 322 0.0 1.639 0.0 8.000 23.262 to 120 0.0 0.0 0.0 323 75.79 0.1741 0.0 8.000 1.393 Vel = 11.53 323 0.0 1.639 0.0 8.670 24.655 to 120 0.0 0.0 0.0 324 75.79 0.1740 0.0 8.670 1.509 Vel = 11.53 324 0.0 1.639 0.0 9.830 26.164 to 120 0.0 0.0 0.0 325 75.79 0.1742 0.0 9.830 1.712 Vet = 11.53 325 0.0 1.639 0.0 9.830 27.876 to 120 0.0 0.0 0.0 326 75.79 0.1742 0.0 9.830 1.712 Vel = 11.53 326 0.0 1.639 0.0 9.830 29.588 to 120 0.0 0.0 0.0 327 75.79 0,1742 0.0 9.830 1.712 Vel= 11.53 327 0.0 1.639 0.0 65.340 31.300 to 120 0.0 0.0 0.0 328 75.79 0.1742 0.0 65.340 11.379 VeI= 11.53 0.0 75.79 42.679 K Factor= 11.60 329 28.98 1.639 0.0 2.000 26.772 K Factor = 5.60 to 120 0.0 0.0 0.0 330 28.98 0.0295 0.0 2.000 0.059 Vel = 4.41 330 34.39 1.639 0.0 6.080 26.831 K Factor =5.60 to 120 0.0 0.0 0.0 331 63.37 0.1250 0.0 6.080 0.760 Vel = 9.64 331 0.0 1.639 0.0 50.500 27.591 to 120 0.0 0.0 0.0 332 63.37 0.1251 0.0 50.500 6.317 Vel = 9.64 332 0.0 1.639 0.0 85.000 33.908 to 120 0.0 0.0 0.0 333 6.37 0.1251 00 85.000 10.62 Vel = 9.84 11101 %.jdlt..UIOUUI I - ..,LaI .uai U LIFEGUARD FIRE PROTECTION Page 9 LA COSTA GLEN * BUILDING F Date 10-31-06 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 63.37 44.540 K Factor = 9.50 334 55.83 1.639 2E 8.727 142.250 29.327 to 120 0.0 8.727 0.0 335 55.83 0.0989 0.0 150.977 14.938 Vel = 8.49 0.0 55.83 44.265 KFactor = 8.39 336 53.78 1.639 4E 17.453 146.160 29.025 to 120 0.0 17.453 0.0 337 53.78 0.0923 0.0 163.613 15.106 VeI= 8.18 0.0 53.78 44.131 K Factor = 8.10 338 51.18 1.639 4E 17.453 152.580 29.023 to 120 0.0 17.453 0.0 339 51.18 0.0842 0.0 170.033 14.321 Vet = 7.78 0.0 51.18 43.344 KFactor = 7.77 307 57.39 1.639 2T 17.453 2.000 23.381 to 120 0.0 17.453 0.866 BI 57.39 0.1041 0.0 19.453 2.025 VeI = 8.73 0.0 57.39 26.272 K Factor= 11.20 319 108.79 1.639 2T 17.453 1.000 19.678 to 120 0.0 17.453 0.433 B2 108.79 0.3399 0.0 18.453 6.272 Vet = 16.54 0.0 108.79 26.383 KFactor= 21.18 330 -5.39 1.639 21 17.453 1.000 26.831 to 120 0.0 17.453 0.433 B3 -5.39 -0.0013 0.0 18.453 -0.024 Vet = 0.82 0,0 -5.39 27.240 K Factor = -1.03 334 -55.83 1.639 21 17.453 1.000 29.327 to 120 0.0 17.453 0.433 B4 -55.83 -0.0990 0.0 18.453 -1.826 VeI = 8.49 0.0 -55.83 27.934 K Factor= -10.56 336 -53.78 1.639 IE 4.363 1.000 29.025 to 120 IT 8.727 13.090 0.433 B5 -53.78 -0.0923 0.0 14.090 -1.301 VeI = 8.18 0.0 -53.78 28.157 K Factor = -10. 14 338 -51.18 1.639 2T 17.453 2.000 29.023 to 120 0.0 17.453 13.859 B6 -51.18 -0.0842 0.0 19.453 -1.638 Vet = 7.78 0.0 -51.18 41.244 KFactor = -7.97 F ii ii I.jIt.UIaLIIJI I - LI I1I IJ LIFEGUARD FIRE PROTECTION Page 10 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Ref. Qa Dia. 'IC" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes ** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 312 60.51 1.639 21 17.453 2.000 43.100 to 120 0.0 17.453 0.866 Al 60.51 0.1148 0.0 19.453 2.234 VeI= 9.20 0.0 60.51 46.200 KFactor= 8.90 328 75.79 1.639 2T 17.453 1.000 42.679 to 120 0.0 17.453 0.433 A2 75.79 0.1741 0.0 18.453 3.213 Vel = 11.53 0.0 75.79 46.325 KFactor 11.14 333 63.37 1.639 IE 4.363 1.000 44.540 to 120 iT 8.727 13.090 0.433 A4 63.37 0.1251 0.0 14.090 1.762 Vel = 9.64 0.0 63.37 46.735 K Factor = 9.27 335 55.83 1.639 1 4.363 1.000 44.265 to 120 IT 8.727 13.090 0.433 A5 55.83 0.0989 0.0 14.090 1.394 Vel = 8.49 0.0 55.83 46.092 K Factor = 8.22 337 53.78 1.639 1E 4.363 1.000 44.131 to 120 IT 8.727 13.090 0.433 A6 53.78 0.0923 0.0 14.090 1.301 Vel = 8.18 0.0 53.78 45.865 KFactor 7.94 339 51.18 1.639 2T 17.453 2.000 43.344 to 120 0.0 17.453 13.859 A7 51.18 0.0843 0.0 19.453 1.639 Vel = 7.78 0.0 51.18 58.842 K Factor = 6.67 BI 57.39 2.703 0.0 12.160 26.272 to 120 0.0 0.0 0.0 B2 57.39 0.0091 0.0 12.160 0.111 VeI= 3.21 B2 108.79 2.703 0.0 13.160 26.383 to 120 0.0 0.0 0.0 B3 166.18 0.0651 0.0 13.160 0.857 Vel = 9.29 B3 -5.39 2.703 0.0 11.340 27.240 to 120 0.0 0.0 0.0 B4 160.79 0.0612 0.0 11.340 0.694 Vel = 8.99 B4 -55.83 2.703 0.0 8.000 27.934 to 120 0.0 0.0 0.0 B5 104.96 0.0279 0.0 8.000 0.223 Vel = 5.87 B5 -53.78 2.703 0.0 12.750 28.157 to 120 0.0 0.0 12.993 B6 51.18 0.0074 0.0 12.750 0.094 VeI= 2.86 0.0 51.18 41.244 KFactor = 7.97 r ii II ,ILUIdLIVI I - Lt uuai LIFEGUARD FIRE PROTECTION Page 11 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Die. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes *** Point at Pf/UL Eqv. Ln. Total Pf Pn Al 60.51 2.703 0.0 12.500 46.200 to 120 0.0 0.0 0.0 A2 60.51 0.0100 0.0 12.500 0.125 Vel = 3.38 A2 75.79 2.703 0.0 12.000 46.325 to 120 0.0 0.0 0.0 A3 136.3 0.0452 0.0 12.000 0.542 Vel = 7.62 A3 -360.46 2.703 0.0 1.160 46.867 to 120 0.0 0.0 0.0 A4 -224.16 -0.1138 0.0 1.160 -0.132_ Vel = 12.53 A4 63.37 2.703 0.0 10.500 46.735 to 120 0.0 0.0 0.0 AS -160.79 -0.0612 0.0 10.500 -0.643 Vet = 8.99 AS 55.83 2.703 0.0 8.160 46.092 to 120 0.0 0.0 0.0 A6 -104.96 -0.0278 0.0 8.160 -0.227 Vel = 5.87 A6 53.78 2.703 0.0 2.250 45.865 to 120 0.0 0.0 12.993 A7 -51,18 -0.0071 0.0 2.250 -0.016 Vel = 2.86 0.0 -51.18 58.842 KFactor -6.67 A3 360.46 2.703 iT 18.651 37.420 46.867 to 120 1 9.325 27.976 0.0 T3 360.46 0.2727 0.0 65.396 17.836 Vel = 20.15 T3 0.0 2.703 iT 18.651 21.420 64.703 to 120 1 9.325 27.976 4.331 5 360.46 0.2727 0.0 49.396 13.472 Vel = 20.15 5 100.00 2.703 2E 18.651 24.000 82.506 Qa100 to 120 0.0 18.651 8.445 3 460.46 0.4290 0.0 42.651 18.299 Vel = 25.74 3 0.0 6.16 1 22.818 10.000 109.250 to 150 0.0 22.818 1.516 2 460.46 0.0051 0.0 32.818 0.168 Vel = 4.96 2 0.0 6.09 4E 86.332 94.000 110.934 to 150 IG 4.625 106.374 0.0 1 460.46 0.0054 1V 15.416 200.374 1.089 Vet = 5.07 1 0.0 6.09 IZie 0.0 35.000 112.023 to 150 4E 86.332 86.332 6.625 *Fixed loss 6.625 0 460.46 0.0054 0.0 121.332 0.660 Vel = 5.07 0.0 460.46 119.308 K Factor = 42.16 LIFEGUARD APPROVED S J11 WITTED - IA AD E'ZTMENT FREE PROTECTION, INC. LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name : LA COSTA GLEN - BUILDING F Building : BUILDING F Location : 3RD FLOOR AREA 2- (REVISED FOR 1-1/2" THR'D LINES) System Contract Data File : LCG-BLDG-F-3RD-FLR-UPS2.WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING F Date 10-31-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 10-31-06 Location - 3RD FLOOR AREA 2 - (REVISED FOR 1-1/2" TFIR'D LINES) Building - BUILDING F System No. - Contractor - LIFEGUARD FIRE PROTECTION Contract No. - Calculated By - JERE MAIH BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure S Other ALL UNDERGROUND PIPING DOUBLED IN CALC. DUE TO T Specific Ruling Made By E ( ) 3 ( ) Ex.Haz. Curve FIELD CONFLICTS Date M Area of Sprinkler Operation - 1316.25 System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE 0 Area Per Sprinkler - VARIES ( ) Dry Model GFR S Elevation at Highest Outlet - 32 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note *CALC AREA REDUCED PER. NFPA 13, EDITION 1999, SECTION 7-2.3.2.4 Calculation Flow Required - 282.98 Press Required - 43.54 8 3 Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/11/06 Cap. - T Time of Test - 10:30 AN Rated Cap.- Elev.- E Static Press - 150 @ Press - I. Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - ON RUSH ROSE DRIVE ON LA COSTA GLEN JOB SITE P L Source of Information - JEREMIAH BALCH 0 LIFEGUARD FIRE PROTECTION Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack N Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf CC P. K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUILDING F Date 10-31-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 P 120 R 110 E 100 S 90 S 80 U 70 R6° E 50 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 Dl - Elevation : 14.725 D2 - System Flow : 182.979 D2 - System Pressure : 54.300 Hose (Adj Ci t79. y ) Hose ( Demand) : 100 - 0t - - 130 C2 - - D3 - System Demand : 282.979 jai - __.I I I I I riuvv Lilogloill LIFEGUARD FIRE PROTECTION Page 3 LA COSTA GLEN - BUILDING F Date 10-31-06 o o 0 0 20.4 9.4 39.4 300-. 301-. 302*-. 303-i. 3044- 305-. 306-. 307-. 308-. 309-. 310*- 3114- 3114- 312 0 0 0 35.4 5.5 24.3 0 0 0 41.9 41.9 11.9 17.7 47.9 313+- 314-4 315-4 316~- 317-. 3184- 319-. 320-. 321-. 322-. 323-. 324 +- 326*-- 326*-- 327+- 328 0 0 0 41.9 26.8 2.9 32.6 0 12.2 329~- 330~- 331*-. 3324- 333 12.2 30.6 22.6 334+- 336 21.8 336+- 337 20.7 $384- 339 35.4 307*-. 81 t I 35.4 41. 319*- 82 t I 77.3 124 330-. 93 t I 65.1 22. 334-. 84 t I 42.5 214 336-. 85 t 20.7 20.T 338-. 88 39.4 312<- Al t I 39.4 474 3284- .42 30.6 333*- 44 I 65.1 22. 335- A5 42.5 21.6 337.- AS 20.7 20.. 339+- A7 35.4 65.1 20.7 BI *-. 82 *- 83 4- 84 <--BS ~- 86 77.3 42.5 39.4 95.7 42.5 AI~-A2 *-A3 -.M -.A5 -.46 -.A7 87.3 65.1 20.7 183 283 283 43*-T3*-5 *-3 *-2 *-1 ~-0 183 283 283 now uuagrni LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN - BUILDING F Date 10-31-06 Fittings Used Summary LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - BUILDING F Date 10-31-06 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 2€ G Generic Gate Valve 0 0 0 0 0 I 1 1 1 2 2 3 4 5 6 7 8 10 11 1 T 90 Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 12 V 90 Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I How Summary -ZZi I /NUFkFL) LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING F Date 10-31-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 300 32.0 8.77 na 301 32.0 8.77 na 302 32.0 8.77 na 303 32.0 8.77 na 304 32.0 877 na 305 32.0 8.77 na 306 32.0 8.77 na 307 32.0 8.77 na 308 32.0 5.6 7.22 na 15.04 .10 118.560 7.0 309 32.0 5.6 7.05 na 14.87 .10 118.560 7.0 310 32.0 5.6 7.04 na 14.86 .10 118.560 7.0 311 32.0 5.6 7.08 na 14.9 .10 118.560 7.0 311A 32.0 5.6 7.28 na 15.11 .10 118.560 7.0 313 31.0 9.0 na 314 31.0 9.0 na 315 31.0 9.0 na 316 31.0 9.0 na 317 31.0 9.0 na 318 31.0 9.0 na 319 31.0 9.0 na 320 31.0 8.65 na 321 31.0 8.18 na 322 31.0 5.6 7.25 na 15.08 .10 114.100 7.0 323 31.0 5.6 7.05 na 14.87 .10 114.100 7.0 324 31.0 5.6 7.0 na 14.82 .10 129.360 7.0 325 31.0 5.6 7.0 na 14.82 .10 129.360 7.0 326 31.0 5.6 7.12 na 14.94 .10 129.360 7.0 327 31.0 5.6 7.48 na 15.32 .10 129.360 7.0 329 31.0 10.39 na 330 31.0 10.39 na 331 31.0 10.43 na 332 31.0 5.6 10.73 na 18.34 .10 103.220 7.0 334 31.0 10.76 na 336 31.0 10.7 na 338 32.0 10.35 na 312 32.0 12.24 na 328 31.0 12.36 na 333 31.0 13.49 na 335 31.0 13.56 na 337 31.0 13.54 na 339 32.0 13.04 na BI 30.0 10.46 na 132 30.0 10.51 na B3 30.0 10.72 na B4 30.0 10.85 na 135 30.0 10.89 na Al 30.0 14.11 na A2 30.0 14.17 na A3 30.0 14.41 na A4 30.0 14.38 na A5 30.0 14.26 na A6 30.0 14.22 na T3 30.0 19.49 na 5 20.0 27.67 na 100.0 3 0.5 43.55 na 2 -3.0 45.13 na 1 -3.0 45.57 na 0 -3.0 54.3 na The maximum velocity is 15.82 and it occurs in the pipe between nodes 5 and 3 Final Calculations - Standard LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/UL Eqv. Ln. Total Pf Pn 300 0.0 1.639 0.0 4.000 8.769 to 120 0.0 0.0 0.0 301 0.0 0.0 0.0 4.000 0.0 Vel = 0 301 0.0 1.639 IE 4.363 9.750 8.769 to 120 0.0 4.363 0.0 302 0.0 0.0 0.0 14.113 0.0 VeI0 302 0.0 1.639 IE 4.363 9.250 8.769 to 120 0.0 4.363 0.0 303 0.0 0.0 0.0 13.613 0.0 Vel = 0 303 0.0 1.639 0.0 8.000 8.769 to 120 0.0 0.0 0.0 304 0.0 0.0 0.0 8.000 0.0 Vel = 0 304 0.0 1.639 IE 4.363 6.920 8.769 to 120 0.0 4.363 0.0 305 0.0 0.0 0.0 11.283 0.0 Vel =0 305 0.0 1.639 IF 2.182 6.250 8.769 to 120 0.0 2.182 0.0 306 0.0 0.0 0.0 8.432 0.0 Vel = 0 306 0.0 1.639 0.0 24.500 8.769 to 120 0.0 0.0 0.0 307 0.0 0.0 0.0 24.500 0.0 Vel = 0 307 -35.42 1.639 0.0 36.420 8.769 to 120 0.0 0.0 0.0 308 -35.42 -0.0426 0.0 36.420 -1.553 Vel = 5.39 308 15.04 1.639 0.0 10.500 7.216 K Factor 5.60 to 120 0.0 0.0 0.0 309 -20.38 -0.0153 0.0 10.500 -0.161 Vel = 3.10 309 14.88 1.639 0.0 9.750 7.055 K Factor = 5.60 to 120 0.0 0.0 0.0 310 -5.5 -0.0013 0.0 9.750 -0.013 Vel = 0.84 310 14.86 1.639 0.0 9.750 7.042 K Factor =5.60 to 120 0.0 0.0 0.0 311 9.36 0.0036 0.0 9.750 0.035 Vel = 1.42 311 14.89 1.639 0.0 9.750 7.077 K Factor =5.60 to 120 0.0 0.0 0.0 311A 24.25 0.0211 0.0 9.750 0.206 Vel = 3.69 311A 15.12 1.639 3E 13.09 73.750 7.283 K Factor= 5.60 to 120 IT 8.727 21.817 0.0 312 39.37 0.0518 0.0 95.567 4.954 Vel = 5.99 0.0 39.37 12.237 KFactor= 11.25 313 0.0 1.08 1 1.152 8.750 9.003 to 120 1 2.305 3.457 0.0 314 0.0 0.0 0.0 12.207 0.0 Vel = 0 314 0.0 1.08 iT 5.762 2.000 9.003 to 120 0.0 5.762 0.0 315 0.0 0.0 0.0 7.762 0.0 Vel = 0 315 0.0 1.639 0.0 7.920 9.003 to 120 0.0 0.0 0.0 316 0.0 0.0 0.0 7.920 0.0 Vel = 0 Final Calculations - Standard LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftngs Pe Pv *** Notes *** Point at Pf/UL Eqv. Ln. Total Pf Pn 316 0.0 1.639 0.0 7.920 9.003 to 120 0.0 0.0 0.0 317 0.0 0.0 0.0 7.920 0.0 Vel = 0 317 0.0 1.639 0.0 8.000 9.003 to 120 0.0 0.0 0.0 318 0.0 0.0 0.0 8.000 0.0 Vel = 0 318 0.0 1.639 0.0 2.000 9.003 to 120 0.0 0.0 0.0 319 0.0 0.0 0.0 2.000 0.0 Vel = 0 319 -41.90 1.639 0.0 6.080 9.003 to 120 0.0 0.0 0.0 320 -41.9 -0.0581 0.0 6.080 -0.353 Vel = 6.37 320 0.0 1.639 0.0 8.000 8.650 to 120 0.0 0.0 0.0 321 -41.9 -0.0582 0.0 8.000 -0.466 Vel = 6.37 321 0.0 1.639 0.0 16.000 8.184 to 120 0.0 0.0 0.0 322 -41.9 -0.0582 0.0 16.000 -0.931 Vel = 6.37 322 15.08 1.639 0.0 8.000 7.253 K Factor= 5.60 to 120 0.0 0.0 0.0 323 -26.82 -0.0254 0.0 8.000 -0.203 Vel = 4.08 323 14.87 1.639 0.0 8.670 7.050 K Factor = 5.60 to 120 0.0 0.0 0.0 324 -11.95 -0.0058 0.0 8.670 -0.050 Vel = 1.82 324 14.82 1.639 0.0 9.830 7.000 K Factor = 5.60 to 120 0.0 0.0 0.0 325 2.87 0.0004 0.0 9.830 0.004 Vel = 0.44 325 14.82 1.639 0.0 9.830 7.004 K Factor 5.60 to 120 0.0 0.0 0.0 326 17.69 0.0118 0.0 9.830 0.116 Vel = 2.69 326 14.94 1.639 0.0 9.830 7.120 K Factor= 5.60 to 120 0.0 0.0 0.0 327 32.63 0.0366 0.0 9.830 0.360 Vel = 4.96 327 15.32 1.639 0.0 65.340 7.480 K Factor = 5.60 to 120 0.0 0.0 0.0 328 47.95 0.0747 0.0 65.340 4.878 Vel = 7.29 0.0 47.95 12.358 KFactor= 13.64 329 0.0 1.639 0.0 2.000 10.395 to 120 0.0 0.0 0.0 330 0.0 0.0 0.0 2.000 0.0 Vel = 0 330 12.21 1.639 0.0 6.080 10.395 to 120 0.0 0.0 0.0 331 12.21 0.0059 0.0 6.080 0.036 Vel = 1.86 331 0.0 1.639 0.0 50.500 10.431 to 120 0.0 0.0 0.0 332 12.21 0.0059 0.0 50.500 0.300 Vel = 1.86 332 18.35 1.639 0.0 85.000 10.731 K Factor =5.60 to 120 0.0 0.0 0.0 1143 056 00324 00 85.000 2.758 Vl = 4.65 Final Calculations - Standard LIFEGUARD FIRE PROTECTION Page 9 LA COSTA GLEN - BUILDING F Date 10-31-06 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 30.56 13.489 K Factor = 8.32 334 22.61 1.639 2E 8.727 142.250 10.758 to 120 0.0 8.727 0.0 335 22.61 0.0186 0.0 150.977 2.805 Vel = 3.44 0.0 22.61 13.563 K Factor = 6.14 336 21.78 1.639 4E 17.453 146.160 10.701 to 120 0.0 17.453 0.0 337 21.78 0.0173 0.0 163.613 2.837 Vel = 3.31 0.0 21.78 13.538 K Factor = 5.92 338 20.72 1.639 4E 17.453 152.580 10.349 to 120 0.0 17.453 0.0 339 20.72 0.0158 0.0 170.033 2.689 Vel = 3.15 0.0 20.72 13.038 KFactor = 5.74 307 35.42 1.639 21 17.453 2.000 8.769 to 120 0.0 17.453 0.866 BI 35.42 0.0427 0.0 19.453 0.830 Vel = 5.39 0.0 35.42 10.465 K Factor = 10.95 319 41.90 1.639 21 17.453 1.000 9.003 to 120 0.0 17.453 0.433 B2 41.9 0.0582 0.0 18.453 1.074 Vel = 6.37 0.0 41.90 10.510 KFactor= 12.92 330 -12.21 1.639 2T 17.453 1.000 10.395 to 120 0.0 17.453 0.433 B3 -12.21 -0.0060 0.0 18.453 -0.110 Vel = 1.86 0.0 -12.21 10.718 K Factor= -3.73 334 -22.61 1.639 2T 17.453 1.000 10.758 to 120 0.0 17.453 0.433 B4 -22.61 -0.0186 0.0 18.453 -0.343 Vel = 3.44 0.0 -22.61 10.848 KFactor= -6.86 336 -21.78 1.639 1 4.363 1.000 10.701 to 120 11 8.727 13.090 0.433 85 -21.78 -0.0173 0.0 14.090 -0.244 Vel 3.31 0.0 -21.78 10.890 KFactor -6.60 338 -20.72 1.639 2T 17.453 2.000 10.349 to 120 0.0 17.453 13.859 86 -20.72 -0.0158 0.0 19.453 -0.307 Vel = 3.15 0.0 -20.72 23.901 KFactor -4.24 1-inal uaicuiations - stanaara LIFEGUARD FIRE PROTECTION Page 10 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 312 39.37 1.639 2T 17.453 2.000 12.237 to 120 0.0 17.453 0.866 Al 39.37 0.0519 0.0 19.453 1.009 Vel = 5.99 0.0 39.37 14.112 K Factor = 10.48 328 47.95 1.639 2T 17.453 1.000 12.358 to 120 0.0 17.453 0.433 A2 47.95 0.0746 0.0 18.453 1.377 Vel = 7.29 0.0 47.95 14.168 KFactor 12.74 333 30.56 1.639 1 4.363 1.000 13.489 to 120 iT 8.727 13.090 0.433 A4 30.56 0.0324 0.0 14.090 0.457 Vel = 4.65 0.0 30.56 14.379 KFactor 8.06 335 22.61 1.639 1E 4.363 1.000 13.563 to 120 IT 8.727 13.090 0.433 A5 22.61 0.0186 0.0 14.090 0.262 Vet = 3.44 0.0 22.61 14.258 K Factor = 5.99 337 21.78 1.639 1 4.363 1.000 13.538 to 120 1 8.727 13.090 0.433 A6 21.78 0.0174 0.0 14.090 0.245 Vel = 3.31 0.0 21.78 14.216 K Factor = 5.78 339 20.72 1,639 2T 17.453 2.000 13.038 to 120 0.0 17.453 13.859 A7 20.72 0.0158 0.0 19.453 0.308 Vel = 3.15 0.0 20.72 27.205 K Factor = 3.97 Bi 35.42 2.703 0.0 12.160 10.465 to 120 0.0 0.0 0.0 B2 35.42 0.0037 0.0 12.160 0.045 Vel = 1.98 B2 41.90 2.703 0.0 13.160 10.510 to 120 0.0 0.0 0.0 B3 77.32 0.0158 0.0 13.160 0.208 Vel = 4.32 B3 -12.21 2.703 0.0 11.340 10.718 to 120 0.0 0.0 0.0 B4 65.11 0.0115 0.0 11.340 0.130 Vel = 3.64 B4 -22.61 2.703 0.0 8.000 10.848 to 120 0.0 0.0 0.0 135 42.5 0.0052 0.0 8.000 0.042 Vel = 2.38 B5 -21.78 2.703 0.0 12.750 10.890 to 120 0.0 0.0 12.993 136 20.72 0.0014 0.0 12.750 0.018 Vel = 1.16 0.0 20.72 23.901 K Factor = 4.24 rinai uaicumions - tanuaru LIFEGUARD FIRE PROTECTION Page 11 LA COSTA GLEN - BUILDING F Date 10-31-06 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv ** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn Al 39.37 2.703 0.0 12.500 14.112 to 120 0.0 0.0 0.0 A2 39.37 0.0045 0.0 12.500 0.056 Vet = 2.20 A2 47.94 2.703 0.0 12.000 14.168 to 120 0.0 0.0 0.0 A3 87.31 0.0198 0.0 12.000 0.238 Vet = 4.88 A3 -182.98 2.703 0.0 1.160 14.406 to 120 0.0 0.0 0.0 A4 -95.67 -0.0233 0.0 1.160 -0.027 Vet = 5.35 A4 30.56 2.703 0.0 10.500 14.379 to 120 0.0 0.0 0.0 A5 -65.11 -0.0115 0.0 10.500 -0.121 VeI = 3.64 A5 22.61 2.703 0.0 8.160 14.258 to 120 0.0 0.0 0.0 A6 -42.5 -0.0051 0.0 8.160 -0.042 Vet = 2.38 A6 21.78 2.703 0.0 2.250 14.216 to 120 0.0 0.0 12.993 A7 -20.72 -0.0018 0.0 2.250 -0.004 Vel = 1.16 0.0 -20.72 27.205 K Factor= -3.97 A3 182.98 2.703 IT 18.651 37.420 14.406 to 120 1 9.325 27.976 0.0 T3 182.98 0.0778 0.0 65.396 5.088 Vet = 10.23 T3 0.0 2.703 iT 18.651 21.420 19.494 to 120 1 9.325 27.976 4.331 5 182.98 0.0778 0.0 49.396 3.843 Vet = 10.23 5 100.00 2.703 2E 18.651 24.000 27.668 - Qa = 100 to 120 0.0 18.651 8.445 3 282.98 0.1743 0.0 42.651 7.435 Vet = 15.82 3 0.0 6.16 IE 22.818 10.000 43.548 to 150 0.0 22,818 1.516 2 282.98 0.0021 0.0 32.818 0.068 Vet = 3.05 2 0.0 6.09 4E 86.332 94.000 45.132 to 150 IG 4.625 106.374 0.0 1 282.98 0.0022 1V 15.416 200.374 0.443 Vet = 3.12 1 0.0 6.09 IZie 0.0 35.000 45.575 to 150 4E 86.332 86.332 8.457 * Fixed toss = 8.457 0 282.98 0.0022 0.0 121.332 0.268 VeI = 3.12 0.0 282.98 54.300 K Factor= 38.40 ES-A-3000SS Series 3000SS Double Check Detector Assemblies & WATER WORKS Sizes: 21/2 - 12° (65 - 300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have a single access cover, two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryltm Range dimension in accordance with AWWA Class D. Noryl® Is registered trademark of General Electric Company. Features Patented Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for retrofit installations Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with % x 3/40 bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG - less shutoff valves OSY - UL/FM outside stem and yoke resilient seated gate valves *()SY FxG - flanged inlet gate connection and grooved outlet gate connection *OSY GxF .-grooved inlet gate connection and flanged outlet gate connec- tion 0()y GxG - grooved Inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Job Name Contractor Job Location Approval Engineer Contractors P.O. No. Approval Representative 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 reserves the right to change or modify product design, construction, specifications, or inateilals without pnor notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Oo2- Pressure - Temperature Temperature Range: 33°F - 110°F (5°C - 43°C) Maximum Working Pressure: 175psi (12.06 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. * Rated flow UL Tested ui liPa P31 4U(lm)mm) * ** 193 15 83 12 62 9 41 6 21 3 0 0 — —d 0 50 100 159 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 26802850 1pm 5 10 15 Ips 1.5 3 4.5 uiçs A Standards AWWA C510-92, UL 1489 Approvals For 12' approvals consult factory. FM 8 Appmed c®us 1048 (soles 2'h° -10", (OSY Only) OSY Only) I• I R__. I I______u - - IU I • i••••.•••i i. I i........i . I _________I ._. I 101 1111 111 1111 1 -------- ,. ------- c-.' ------- -, -------- ,-, ------ R --------- I. SIZE (DN)I)11818865e08 NET WEIGHT NET WEIGHT in. mm A in. mm C (OSY) in. mm D in. mm G in. mm L in. mm P in. mm wlGates lb. kg. W/o Gates 18 kg. 21/2 65 37 965 16/8 416 31/2 89 10 250 22 559 12'I2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/9 765 51h 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 1 521h 1334 1 373/4 959 1 53/4 171 1 15 381 1 291/2 749 1 181/2 464 1 572 259 1 180 82 10 250 1 551/2 1410 1 453/4 1162 1 8 200 1 15 381 1 291/2 749 1 191/2 495 1 774 351 1 190 86 12 300 1 571/2 1461 1 531/8 1349 1 91h 241 1 15 381 1 291/2 749 1 21 533 1 1044 474 1 220 100 A IMPORTANT Inquire with governing authorities for local installation requirements. A M E s IEi]9001 FIRE &W*TERWORKS A Division of Watts Regulator Company www.arnesfirewater.com I CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 ES-A-3000SS 0513 ©Ames Co. 2005 Fl Relmiabiö B435Rev.E ID Model Fl Residential Sprinklers M Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: 1.F1 Res 49Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP F1 Res 58Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 49 COP Pendent Fl Res 58 COP Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 F1 Res 58HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model El Res 49 & 58 Pendent Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1 2, 3, &4) are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K-Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Fl Res 49&58 Recessed Pendent/ FP Fl Res 49 & 58 Fl Res 44&58 CCP Pendent Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 Recessed HSW/F2 Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT ® ½) K-Factor: 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model Fl Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552 ASOGoMq- Installation Models Fl Res sprinklers are to be installed as shown. Model Fl F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR1 sprinkler wrench; for installing Model Fl Res Recessed HSW sprinklers use only the Model GFR1 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 and 40 HSW with a ceiling to deflector distance of 4"- 12". Flow arrow on deflector must point away from near wall and Top" marking must face ceiling. Model Fl Res 49 & 58 Model Fl Res 49 & 58 Pendent A. Recessed Pendent / Fl Fl escutcheon, y" (19mm) adjustment (4 ,•t . REDUCER NOWNCH DOSS r nmw 70 ait L V F it (J.2J 7J2 2 27/. au, Fig. 1 Fig. 2 2. Technical Data: Fl Res 49 Pendent and Recessed Pendent Thread Size Sprinkler Temp. Rating Max. Pressure Max. Ambient Temp. OF Actual K Factor Sprinkler Length Inch (mm) OF 0C psi (bar) )/"NPT (R y2) 155 175 68 79 175 (12) 100 150 38 i 66 4.9 2.25(57) Escutcheon*, Fl or F2, Data: Type Adjustment "A" Face of fitting to ceiling Inch (mm) Inch (mm) Inch (mm) Fl 3/4(19.0) Min.=3/4" (19.1) Max.=14" (38.1) A6 - /6 (4.7-24.0) F2 12.7) Min.='5/6"(23.8) Max.=1"(38.1) .' 1X6(4.7- 17.4) A6 * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (ba r) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) R3516 - 14 x 14 (4.3x4.3) 13 (49) 7.0(0.48) 16 x 16 (4.9x4.9) 13(49) 18 x 18 (5.5x5.5) 17 (64.3) ]a 20 x 20 (6. 1 x6. 1) 20(75.7) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15(57) 9.4 (0.65) R3516 14 x 14 (4.3x4.3) 16 (60.5) 10.6(0.73) 16 x 16 (4.9x4.9) 17(64.3) 12.0(0.83) 18 x 18 (5.5x5.5) 19(72) 20 x 20 (6.1x6.1) 22 (83.2) *Note The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Sprinkler Max Thread Temp. Max. A.ient K Sprinkler Size Rating Pressure Temp. Factor Length psi (bar) Inch (mm) OF O () OF °C ½"NPT (R½) 1551 175 I 68 79 175(12) 100 150 I 38 66 5.8 2.25(57) Max. Sprinkler Row Pressure Ceiling 4o- Sprinkler Spacing gpm (Lpm) psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 12 x 12 (3.6x3.6) 16 (61) 7.6(0.53) 1-4 (25-100) 14.4(l.0) R3513 14 x 14 (4.3x4.3) 16(61) 7.6(0.53) 16 x 16 (4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19(72) 10.8 (0.75) 20 x 20 (6.1x6.1) 22(83.3) 3. Model Fl Res 49 & 58 Recessed Pendent/ FP Model F1 Res 49&58 CCP Pendent :i. _4.. I.- - ._., ; -"- -- FP push-on/thread-off escutcheon 2 5/8" (66.7mm] 014. 2 5/16" 014. HOLE IN CEILING [58.7mm) - CUP OUCER 1 112' CUP CEILING 72 MAX FACE OF FITTING TO FACE OF CEILING DIMENSION "A" - J COVER ADJUSTMENT NEIGHr 3 5/76" 014. 135FG048 [84.1mm] Fl RS 49 & 58 CCP PEND. FP 8WVS?MINT Fig. 3 Fig. 4 4. Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Sprinkler CCP Assembly Max. Max. Sprinkler Thread Size Temp. Rating Temp. Pressure Ambient K Temp. Factor Length Rating psi (bar) Inch (mm) OF!Oc OF I °C OF ___ OC 1/21,NPT 155 68 135 57 175(12) 100 38 4.9 2.25(57) Max. Sprinkler Spacing Flow gpm (Lpm) ft (m) Pure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0(0.48) R3516 16.7(l.14) 14 x 14 (4.3x4.3) 13 (49) 7.0(0.48) 16 x 16 (4.9x4.9) 14(53) 8.2(0.56) 18 x 18 (5.5x5.5) 18 (68.1) 13.5(0.93) 20 x 20 (6. 1 x6. 1) 20 (75.7) CCP Options Data: "B,, Cover Adjustment CCP Height Inch (mm) Inch (mm) y2(12.7) 'Y16 3/(4.7) 3/4(19) FP Data "A": FP Position Inch (mm) Max. Recessed Y16 (11) Mm. Recessed 15/ (24) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Sprinkler CCP Assembly Max. SprinklerThread Max. Size Temp. Rating Temp. Pressure Ambient Temp. K Factor Length Rating psi (bar) ______ Inch (mm) I °C °F 1/2"NPT 155 68 135 57 175(12) 100 38 58 2.25(57) Max. Sprinkler Spacing ft (m) flow gpm (1pm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 16(61) 7.6(0.53) R3513 14.4(l.0) 14 x 14 (4.3x4.3) 16(61) 7.6(0.53) 16 x 16 (4.9x4.9) 16 (61) 7.6 (0.53) 18 x 18 (5.5x5.5) 19(72) 10.8(0.75) 20 x 20(6.1x6.1) 22 (83.3) 5. Model Fl Res 44 & 58 HSW Escutcheon, F2, Data: Type Adjustment I Face of Fitting to wall I Inch (mm) Inch (mm) I F2 y2(13) Model Fl Res 44 & 58 Recessed HSW/F2 Of 0 (c, 'i• vte F2 escutcheon, 3/a" (13mm adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Sprinkler Ma)L Thread Temp. Max. Ambient K Sprinkler Size Rating Pressure P. Factor Length psi (bar) Inch (mm) OFI OC O FOC 1/2 NPT (R½) 155 175 68 79 175 (12) 100 150 I 38 I 66 4.4 2.45(62) Max. Sprinkler Spacing ft (m) ceiling 4(> Deflector Inch (mm) Sprinkler Temp. Rating °F (°C) Row gpm (1pm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175(79) 12(45.4) 7.5(0.52) R3531 14 x 14 (4.3x4.3) 155(68) 175(79) 14 (53.0) 10.2(0.71) 16x 16(4.9x4.9) 155 68 175(79) 16(60.6) 13.3(0.92) 16 x 18 (4.9x5.5) 155 68 175(79) 18(68.1) 16.8(l.16) 18x 18(5.5x5.5) 155(68) 175(79) 19(72.0) 18.7(1.29) 16 x 20 (4.9x6.1) 155(68) 175(79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) (1 6-12 52-305) 155(68) 175(79) 14(53.0) 10.2(0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155 68 175 79 16(60.6) 13.3(0.92) 16 x 16 (4.9x4.9) 155(68) 175 (79) 17(64.4) 15.0 (1.04) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 20 (75.7) 20.7 (1.43) 16 x 20 (4.9x6.1) 155(68) 175(79) 23(87.1) E1 Escutcheon, F2, Data: Type Adjustment Face of Fitting I towall Inch (mm) j Inch (mm) F2 (13) j1y(47174) Technical Data: Fl Res 58 HSW & HSW/F2 Thread Size Sprinkler Temp. Rating Max. Pressure psi (bar) Max. Ambient Temp. K Factor Sprinkler Length Inch (mm) OFIOC OF IOC ½' NPT (R½) 155 175 I 68 79 175(12) 100 150 38 I 66 5.8 2.45(62) Max. Sprinkler Spacing ft (m) Ceiling Ceiling Inch (mm) Sprinkler Temp. Rating IF (°C) flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175(79) 16(60.6) 7.6 (0.53) R3533 14 x 14 (4.3x4.3) 155(68) 175(79) 18 (68.2) 9.7(0.67) 16 x 16 (4.9x4.9) 155 (68) 175(79) 21(79.5) 13.2(0.91) 16x 18(4.9x5.5) 155(68) 175(79) 25(94.7) 18.6(1.28) 16 x 20 (4.9x6.1) 155 (68) 175(79) 29(109.8) 25(1.73) 12 x 12 (3.6x3.6) 6-12 (152-305) 155(68) 175(79) 22(83.3) 14.4(1.0) 28.6(1.97) 14 x 14 (4.3x4.3) 155(68) 175(79) 22(83.3) 14.4 (1.0) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 26 (98.4) 20.1 (1.39) 16x 18(4.9x5.5) 155(68) 175(79) 31(117.4) 7. Model Fl Res 44 SWC rMM 4 to 12 11060ma. To I 114-131.75M-) Fo,.e Of F7a,,g To Wall 0/raaasioo PUSH ON COVER. THEN /WN ro AWUSI UNTIL J FIGHT AGA!N5T WALL. IX I/2R.dace. Racommoodod II t I Wall NOb 2 5/16 1666oJ Ao. Dim Div. (84 TURNCOLLARUNIbL — ' U Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Sprinkler Temp. Cover Temp. Rating Pressure Max. Ambient Temp. K Sprinkler Length size Rating psi (bar) psi ___________ Factor Inch (mm) °F °C °F 'C 1/2"NPT 155 68 135 57 175 (12) 100 38 4.4 Max. Sprinkler Spacing (m) IW Ceiling Deflector Inch (mm) Flow gpm (4)m) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13 (49.2) 8.7(0.60) R3531 20.7(1.43) 14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 16x 16(4.9x4.9) 17(64.3) 15.0(1.1) 16x 18(4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23(87,-1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 10.2(0.71) 14x 14(4.3x4.3) 15 (56.7) 11.7 (0.81) 16x 16(4.9x4.9) 18 (68.1) 16.8(l.16) 16 x 18 (4.9x5.5) 20(75.6) 13 Model Fl Res 40 Recessed HSW/F2 F2 escutcheon, /2" (1 adjustment 135FG05 rcr or PITTING TO - WALL DIMENSION , 1/4 MIS. I (31.8mm] -2 1/450LE 044. 7/8 f5Z2mm)j crswvo ro OK 15 149-rm3 -- - 2 (72 2mm] TURN COLLAR UNTIL -' TIGHT AGIINST SPRINKLER ff WRENCH OOSS. L 1/2 (13mm) 7iWGO6-C ADJUSTMENT Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Escutcheon. F2. Data: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) F2 y2 (13) 'Y4 (47174) Thread Size Sprinkler Temp. Rating Max. Pressure psi (bar) Max Max Temp. K Factor IOC Sprinkler Length Inch (mm) OFOC OF 1/21,NPT (R½) 155 175 68 79 175 (12) 100 150 38 I 66 4.0 2.45(62) Max Sprinkler Ceiling 40 SprinklerTemp. Flow Pressure Sprinkler Spacing Deflector Rating gpm psi (bar) Identification (m) ft (m) Inch (mm) °°C) ( (1pm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175(79) 13 (49.0) 10.6 (0.73) R3538 14x 14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10) 16x 16(4.9x4.9) 155 (68) ______ 17 (64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) 175(79) 18(68.1) 20.2(1.39) 16 x 18 (4.9x5.5) 155(68) 175(79) 20(75.7) 25.0(1.72) 18 x 18 (5.5x5.5) 155(68) 175(79) 22(83.3) 30.2(2.08) 16 x 20 (4.9x6.1) 155(68) 175(79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6 -12 (152-305) _ 155(68) 175(79) 13(49.0) 10.6(0.73) 25.0 (1.72) 14x 14(4.3x4.3) 155(68) 175(79) 17(64.3) 18.1(1.24) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 20 (75.7) 91 Finishes(l) Standard Finishes Sprinkler Fl, F2, FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polyester Coated White Painted Special Appleation Finishes Sprinkler Fl, F2, Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome 1) Other finishes and colors are available on special order. Consult factory for details. Maintenance Model Fl Res 49, Fl Res 58, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl RES 49 Residential Sprinkler Specifications Model Fl Res 49 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 49, SIN R3516 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Model Fl Res 49 Recessed PendenhlFl, Model Fl Res 49 Recessed Pendent/F2, Model Fl Res 49 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft' over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 49 Recessed Pendent/Fl] [Model Fl Res 49 Recessed Pendent/F2] [Model Fl Res 49 Recessed PendentJFP] SIN R3516 (Bulletin 135). 10. Model Fl Res 49 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 49 CCP, SIN R3516 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft' over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). 11. Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Supertrol electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable, Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled (800) 848-6051 Sales Fax ' Paper (914) 668-3470 Corporate Offices Revision fines indicate updated or new data. www.reliablesprrnkler.com Internet Address EG. Printed in U.S.A. 1/05 P/N 9999970235 Automatic Sprinider Systems Contractor's Material and Test Certificate for Aboveground Piping Property Name: / G ' x, , F Property Address: 73 I Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and the system left in service L?efore contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by [approving authority's name(s)] (iz-I 6 A Address Installation conforms to accepted plans? I ['es U No Equipment used Is approved? [lJ-les [] No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves: and care and maintenance of this new equipment? 1]4/yes U No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? C'Yes U No If no, explain. Location of System Supplies building(s)*- Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating j 1/M 35/' i) _________ 77 3-i P Pipe and Fittings Pipe conforms to standard. - L1s LI No Fittings conform to /S TM standard. 1 LI No If no, explain. PAGE 1 of 3 Copyright 0 2000 National Fire Protection Association E18f'90809L. uosoaojd aiij p.Aenetj E:60 LO 61 400 ru; 0) tilt - 0Automatic Sprinkler Systems FORM 2-1 Contractor's Material and Test Certificate for Aboveground Piping (cont.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Mm. Sec. LLO Y15- 4 Dry Pipe Operating Test -----V -- Dry Valve Q.O.D. Make - Model Serial No. Make Model Serial No. Time to Trip Through Test Pipes Water Pressure 1 Air Pressure Trip Point Air Pressure Time Water Reached Test Outlet* I Alarm Operated Properly Mm. Sec. Psi (Bar) Psi (Bar) Psi (Bar) Mm. Sec. Yes No Without Q.O.D. With Q.O.D. It no, explain. Deluge and Preaction Valves Operation U Pneumatic 0 Electric U Hydraulic Piping supervised? D Yes U No Detecting media supervised? 0 Yes 0 No Is there an accessible facility in each circuit for testing? 0 Yes 0 No If no, explain. Make Model Does each circuit operate supervision loss alarm? Does each circuit operate valve release? Maximum Time to Operate Release Mm. Sec. Yes No Yes No Test Description HYDROSTATIC, Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar) for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 1/mm) for 44n. (102-mm) pipe, 600 gpm (2271 L/min) for 5-in. (127-mm) pipe, 750 gpm (2839 1/mm) For 6-in. (152-mm) pipe, 1000 g p m (3785 1/mm) for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min) for 1 0-in. (254-mm) pipe and 2000 gpm (7570 1/mm) for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum availa b l e . Measured from time inspectors test pipe is opened. - PAGE 2 of 3 Copyright 0 2000 National Fire Protection Association cini,ngnq uoI30aoJd 9jTj p..Jnjtj E:60 LO 61 300 Automatic Sprit- FORM 2-J 0ider Systems Contractor's Material and Test Certificate for Aboveground Piping (cont.) Test Description (cont.) PNEUMATIC: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Tets Al piping hydrostatically tested at 2& 0 psi (bar) for c- hrs. Dry piping pneumatically tested? Li Yes Li No Equipment operates properly? 0 Yes 0 No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: /)) psi (bar) Drain test—Residual pressure with valve in test pipe open wide: psi (bar) Underground mains and lead-in connections to system risers flushed be pre connections made to sprinkler piping Verified by copy of the U form No. 85B [jEs Li No [1 Other Flushed by installer of underground sprinkler piping [Yes 0 No El Other If other, explain. Blank Testing Gaskets Number used Locations Number removed _______ Welding Welded piping? ilJ-'les 0 No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? [ Yes 0 No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS Dl 0.9, Level AR-3? 0-Yes Li No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? Yes Li No Hydraulic Data Nameplate Nameplate provided? 1 1Yes D No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor; : A Prk. Signatures of Test Witnesses// !4AJ7 4j / For property owner (signed) $_-jL 4 (_- Titfe Date For sprinkler contractor (signed) _______________________ TitIe z Date PAGE 3 of 3 Copyright © 2000 National Fire Protection Association CI8'90809L. uoioaojd a..aiJ p..inatj LO 61 400 24-16 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES d , Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies. shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name - LA- &nSVI (7/011J Date Y /,ff _7h Property address 'us 7z7 1s - Accepted by approving authorities (names) (LSA Address Plans Installation conforms to accepted plans '( Yes EJ No Equipment used is approved Yes E No If no, state deviations Has person in charge of fire equipment been instructed as to location of E Yes E No control valves and care and maintenance of this new equipment? If no, explain Instructions Have copiesof appropriate instructions and care and maintenance Yes fl No charts been left on premises? If no, explain Location Supplies buildings Pipe types and class , / r Type Joint Pipe conforms to Fittings standard Yes No Underground Conforms to tVk standard [,...Yes No If no, explain pipes and joints Joints needed anchorage clamped, strapped, or blocked In L- Yes ED No accordance with A4L1.1 A standard If no, explain Flushing: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 390 gpm (1476 Llmln) for 4-in, pipe, 880 gpm (3331 11mm) for 6-in, pipe, 1560 gpm (5905 L/min) for 8-in, pipe, 2440 gpm (9235 Llmin) for 10-in, pipe, and 3520 gpm (13,323 1/mm) for 12-In, pipe. When supply cannot produce stipulated flow rates, obtain maximum available. Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.8 bar) for 2 hours or 50 psi (3.4 bar) above Test static pressure in excess of 150 psi (10.3 bar) for 2 hours. description Leakage: New pipe laid with rubber gasketed joints shall, if the workmanship is satisfactory, have little or no leakage at the joints. The amount of leakage at the joints shall not exceed 2 quarts per hour (1.89 Llhr) per 100 joints Irrespective of pipe diameter. The leakage shall be distributed over all joints. If such leakage occurs at a few joints, the installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above can be increased by 1 fluid ounce per inch valve diameter per hr. (30 mL/25 mm/hr) for each metal seated valve Isolating the test section. If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional 5 ounces per minute (150 mLlmin) leakage is permitted for each hydrant. New underground piping flushed according to GM'-Yes E No standard by (company) If no, explain How flushing flow was obtained Through what type opening Flushing Lgublic water [ij Tank or reservoir / E Fire pump fl Hydrant butt 1.,pen pipe tests Lead-ins flushed according to standard by (company) ...Yes E No If no, explain How flushing flow was obtained Through what type opening .Eublic water C] Tank or reservoir C] Fire pump C] Y connection to flange _Open pipe and spigot (NFPA 24, 1 o 2) FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping., 2002 Edition ABOVEGROUND PIPE AND FITTINGS 24-17 Hydrostatic All new underground piping hydrostatically tested at Joints covered test 2jZn psi for 2.4 hours ;9-Yes 0 No Total amount of leak ge measured Leakage .__.allons hours test - Allowable leakage gallons hours Number installed Type and make All operate satisfactorily Hydrants .-Yes LII No Water control valves loft wide open Yes ED No Control If no, state reason valves Hose threads of lire department connections and hydra n t s I n t e r c h a n g e a b l e w i t h Yes LI] No those of fire department answering alarm Date left In service Remarks Name of installing contractor Signatures Tests witnessed by Frty owner (signed) Title or Inst contractor (signed) TitIe..._-.--- D te I Additional explanation and noes (NFPA 24,2 of 2) FIGURE 10.10.1 Continued (1)*The amount of leakage at the joints shall not exceed 2 qt/hr (1.89 L/hr) per .100 gaskets or joints, irrespective of pipe diameter. (2)*The amountof leakage specified in 10.10 . 2 . 2 . 4 ( 1 ) s h a l l b e permitted to be increased by 1 ±1 oz (30 ml) pe r i n c h v a l v e diameter per hour for each metal-seated val v e i s o l a t i n g the test section. If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional 5 fl oz/ mm (150 ml/mm") of leakage shall be permitted for each hydrant. The amount of leakage in buried piping shall b e m e a - sured at the specified test pressure by pumping f r o m a calibrated container. Chapter ii Hydraulic Calculations 11.1 Calculations in English Units. Pipe friction losses shall be determined based on the Hazen—Williams formula, as fol-lows: 4.52Q1.85 P where: p = frictional resistance (psi/ft of pipe) Q = flow (gpm) C = friction loss coefficient d = actual internal diameter of pipe (in.) 11.2 Calculations in Si Units. Pipe friction losses shall be de-termined based on the Hazen—Williams formula in SI units, as follows: pm- - 605(_ Q ]10 1.95<4.87 where: Pm = frictional resistance (bar/m of pipe) Q =' flow (L/min) C = friction loss coefficient dm = actual internal diameter of pipe (mm) Chapter 12 Aboveground Pipe and Fittings 12.1 General. Aboveground pipe and fittings shall comply with the applicable sections of Chapters 6 and 8 of NFPA 13, 2002 Edition January 2005 Two types of hangers have been specifically listed as Support Devices Fpr Thermoplastic Piping. For complete installation and positioning requirements for the HadsetTM and No- BlockTM hangers refer to their individual Technical Data Sheet TFP 1920. With the provided fasteners, they are designed for direct attachment to the side of a structirat wood joist or structural composite wood joist (minimum 3/o' thick OSB web member o' equivalent). Pine Bracing with Standard Band Manger* Tolco, Inc., Afcon and Erico make hanger/restraining devices that are hvailable for use with UP BlazeMaster°. 10 One Hole Strap Two Hole Strap A 'one hole strap, shown left, can function as a hanger and as a restraining deviáe. As a restraining device, invert the hanger so that the fastener is downward. Installation in this manner will prevent upward movement of the sprinkler head during activation. A 'two hole strap', shown left, can f(Jnction as a hanger and as a restraining strap. LL Listed CPVC hangers incorporate features whichlprotect the pipe from sharp edges and ease instalIaon. The hex head self-threading-screw (furnished wit1) most UL Listed CPVC hangers) is easily installed using a rechargeable electric drill and a 3i' 'socket attachment. No predrilling of a pilolihote is required. Local codes have final authority on which types of hangers can be used. Hanoer/Sunuort Soasinsi Because UP BlazeMaster pipe is more rigid than other types of plastic pipe systems, the support spacing shown in Table L shall be adhered to when installingi the system. For exposed Installations, Listed support devices shall be used which mou?t piping directly to the ceiling or side wall, except when using upright sprinklers per the installation Information on Page 6 of this handbook. Table L • Maximum Support Spacing L (ft.) CPVC SDR 13.5 Nominal Pipe Size 3/ 1' 1W 1W 2' 2W 3 5Ya 6 6½ 7 8 9 10 When the piping is supported by wood joists or trusses by laying the pipe directly on top of the structural members, the structure provides the support, assumiqg that the center spacing of the structural member does not exceed the requirements of Table L. .,ps January 2005 Vertical Restraint When a sprinkler head activates,a significant reactive force is exerted on the p1pe, especially at system pressures greater than 100 psi. The reactive tome will cause the pipe; to lift vertically if it is not properly sec0d, especially if the sprinkler drop is'from a small diameter pipe. When a sprinkler drop is tromW, V or 111. pipe, the closest hanger should brace the pipe against vertical lift-up. A number of techniques can be used to brace the pipe such as a standard band hanger positioning the threaded support rod to '/t " above the pipe or using a split ring or a wrap-around hanger for restraint. Note: Threaded rod shall not come in contact with CPVC when installed It is advisable to use lift restraint devices such as those produced by Tolco and Atcon which prevent the threaded rod from coming in contact with the CPVC pipe as shown above. Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Figure 0 or 0. The hangers used for vertical restraint can also serve as the hangers for Hnger/ Support Spacing'. Table M • Two Points of Restraint Nominal Pipe Size Less than 100 psi (690 kPa) Greater than I OP psi (690 kPa) 3/4 iflCh 4 3' 1 inch 4 11/4 inch 5' 1/2 to 3 inches 7' ,Table N One Point of Restraint I Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) %inch 6- 1 inch 9• 11/4 inch 1'4 1½to3inches 2' Fig. 0 • One-Point Vertical Restraint 4. I Rcs,wcu Fig. 0 • Two-Point Vertical Restraint ,,. —I _______ 24