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5480 GRAND PACIFIC DR; ; AS070121; Permit
City of Carlsbad Sprinkler Permit Permit No: AS070121 5480 GRAND Job Address: Status: ISSUED PACIFIC DR Permit Type: SPRINK Applied 5/9/2007 Parcel No: 2111301000 Approved: 5/11/2007 Lot #: 0 Reference No.: Issued: 5/11/2007 PC #: Inspector: Project Title: CARLSBAD RANCH RESORT 6 AUTOMATIC SPRINKLER INSPECTIONS @ $62/EA Applicant: Owner: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 619-562-6247 Fees ($) Add'I Fees ($) Total ($) Balance ($) 372 0 372 0 Môôizt Paramount FIRE SYSTEMS, INC Carlsbad Ranch Resort 5480 Grand Pacific Drive Carlsbad Ca. 92069 AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Remote Area 1 South Storage Room 188: Ordinary Group I Remote Area 2 Banquet Room 187: Light Hazard Light Hazard Light Hazard Ordinary-Jr \ o I \ T. C\ , 't. DES Remote Area 3 Lobby 186 Banquet 187: Remote Area 4 Admin and Office: Remote Area 5 Kitchen 135: FA Flow Test Water Department 1 F R BAD Backflow ata \ FIRE DEPARTMENT APPROVED Subject to field inspection and required I tests, notations hereon, conditions in ' and conform8hl with corresP0 it applicable regulations; The stamping shall not be held to pera of these plans violation of any law orap t Date By P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 - - - Fire Protection by Computer Design Paramount Fire Sytems, Inc P.O. Box 713194 Santee, CA 92072 License # C-16 788204 619 562-6247 Job Name : SOUTH STORAGE ROOM 188 Building : RESORT FACILITY Location : CARLSBAD RESORT AND HOTEL System : ZONE 2 Contract Data File CR-pipin.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Paramount Fire Sytems, Inc Page 1 SOUTH STORAGE ROOM 188 Date 020707 1-lydraul Ic Design I nformot i on Sheet Narre - SOJfl-1 STCRAGE RM 188 Date - Location - CARLSBAD RESCRI AND HOTEL Bui I ding - RESCRI FACI LITY System Kb. - ZCNE 2 Cont r act or - PARAIVDJNT Fl RE SYSTEB I NC Cont r act No. - Calculated By - PG JC Dawng No. - FP-4 Const r uct i on: ( ) Corrbust i bl e (X) Non- Contust i bi e Cei Ii ng Hei ght - 12' Occupancy - STRAtI OF TABLES I CHAI RS, NIEETI NG RM EQ UPrvENT S (X) NFPA 13 ( ) Lt. }-bz. Od.l-z. Qp . (X) I ( ) 2 ( ) 3 ( ) Ex.l-z. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Carve S Other 7-2. 3. 2.4 T Specific RuI i ng IVbde By Dat e E M Area of Spr i nkl er qer at I on - 980 Syst em Type Spr I nkl en Nbzzl e Density - .15 ( ) 'tét Fke TYCO D Area Per Sprinkler - 120 ( ) Dr Fibdel RF-11 E El evati on at I-I ghest Outlet - 12' ( ) Deluge Size 1/2 S Hose Ad I once - I nsi de - 0 ( ) Preact i on K- Factor 5. 6 Rack Spr i nkl er AJ I oance - 0 ( ) Ct her TenV. Rat. 155 G Hose iJ I oence - Out si de - 250 N Note Calculation Flow Requl red - 238. 19 Press Requl red - 49.97 BASE CF RISER Summry C- Factor Used: 120 Oierhead 150 Underground W 'ft er Fl ow Test: Purrp Data: Tank or Reser vol r: A Date of Test - 1-17-07 Cap. - T Ti ne of Test - 10:00 AM Rated Cap. - El ev. - E Static Press - 66 ©Press - R Residual Press - 61 Elev. - ft l Fl ow - 1075 Proof Fl ow S El evat i on - 235' U P Locat i on - ALL MJ NS ARE Cl RCULAI NQ HI ODEN VALLEY RCAD P L Source of I nforrrati on - PFS / CARLSBAD \MTER DEPT FLCWTEST Y C Corrrmdi t y Class Locat i on O Storage Ht. Area /Jsle W M Storage lVèthod: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) SI ave Pal I et ( ) Sol I d Shel f ( ) Non T A ( ) Mil t. Row ( ) Open Shelf 0 R K Flue Spacing a ear ance: Storage to Ceiling A Longi t udi nal Transverse G E Horizontal Barn i ers Provi ded: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Paramount Fire Sytems, Inc Page 2 SOUTH STORAGE ROOM 188 Date 020707 City Water Supply: Cl - Static Pressure : 66 C2 -Residual Pressure: 61 C2 - Residual Flow : 1075 Demand: Dl - Elevation : 6.930 D2 - System Flow : 238.193 stem Pressure HoseAdj Ci D2 - SrbemaV) : 56.023 Hose D3 - System Demand : 488.193 Safety Margin : 8.816 150 140 130 P 120 R110 E 100 S90 S80 U70 C2 R6° 50 10 /o4Ldfl 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N"1.85) Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Paramount Fire Sytems, Inc Page 3 SOUTH STORAGE ROOM 188 Date 020707 Fitting Legend Abbrev. Name % % 1 11/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 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 13 90 Eli Grvd-Vic #10 0 0 .2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T 90 Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Paramount Fire Sytems, Inc Page 4 SOUTH STORAGE ROOM 188 Date 020707 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. D001 16.0 5.6 10.33 na 18.0 0.15 120 7.0 D002 16.0 5.6 10.33 na 18.0 0.15 120 7.0 30 16.0 K= K@ EQ01 15.56 na 21.49 29 16.0 5.6 14.64 na 21.42 0.15 50 7.0 28 16.0 5.6 10.32 na 17.99 0.15 50 7.0 25 16.0 24.79 na 26 16.0 24.84 na 27 16.0 25.81 na 17 16.0 24.55 na 18 16.0 22.98 na 19 16.0 16.82 na 20 16.0 16.65 na 21 16.0 K=K@EQO2 16.42 na 21.75 22 16.0 K= K@ E002 16.41 na 21.75 23 16.0 K=K@EQO2 16.54 na 21.84 24 16.0 25.6 na 13 16.0 11.67 na 14 16.0 11.75 na 15 16.0 26.05 na 16 16.0 26.83 na 1 16.0 K= K @ EQ01 10.92 na 18.0 2 16.0 K=K@EQO2 11.58 na 18.27 3 16.0 K=K@EQO2 11.61 na 18.29 4 16.0 K=K@EQO2 11.88 na 18.51 5 16.0 K=K@EQO2 12.38 na 18.89 6 16.0 K=K@EQO2 13.85 na 19.98 7 16.0 24.33 na 8 16.0 25.86 na 9 16.0 26.15 na 10 16.0 26.91 na Ji 16.0 38.12 na TOR 16.0 42.9 na BOR 1.0 49.98 na Ui -3.0 51.87 na BFI -3.0 53.61 na BF2 -3.0 . 56.62 na 250.0 TEST 0.0 56.02 na The maximum velocity is 12.55 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Final Calculations - Hazen-Williams Paramount Fire Sytems, Inc Page 5 SOUTH STORAGE ROOM 188 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DOOI 18.00 1.08 IE 2.305 4.000 10.332 K Factor = 5.60 to 120 0.0 2.305 0.0 EQ01 18.0 0.0929 0.0 6.305 0.586 VeI= 6.30 0.0 18.00 10.918 K Factor = 5.45 D002 18.00 1.08 iT 5.762 4.000 10.332 K Factor =5.60 to 120 0.0 5.762 0.0 EQ02 18.0 0.0929 0.0 9.762 0.907 Vel = 6.30 0.0 18.00 11.239 K Factor = 5.37 30 21.49 1.08 IT 5.762 4.000 15.563 K Factor @ node EQOI to 120 0.0 5.762 0.0 19 21.49 0.1290 0.0 9.762 1.259 Vel = 7.53 0.0 21.49 16.822 K Factor = 5.24 29 21.42 1.08 1 2.305 7.650 14.637 K Factor = 5.60 to 120 IT 5.762 8.067 0.0 20 21.42 0.1283 0.0 15.717 2.016 Vel = 7.50 0.0 21.42 16.653 K Factor = 5.25 28 17.99 1.08 1 2.305 7.330 10.320 K Factor =5.60 to 120 iT 5.762 8.067 0.0 14 17.99 0.0928 0.0 15.397 1.429 Vel = 6.30 0.0 17.99 11.749 K Factor = 5.25 25 10.72 1.639 IT 8.727 2.000 24.792 to 120 0.0 8.727 0.0 26 10.72 0.0047 0.0 10.727 0.050 Vel = 1.63 26 0.0 1.639 2E 8.727 180.800 24.842 to 120 2T 17.453 26.180 0.0 27 10.72 0.0047 0.0 206.980 0.966 Vel = 1.63 27 0.0 1.639 IT 8.727 2.000 25.808 to 120 0.0 8.727 0.0 8 10.72 0.0048 0.0 10.727 0.051 Vel = 1.63 0.0 10.72 25.859 KFactor= 2.11 17 -69.16 1.639 IT 8.727 2.000 24.553 to 120 0.0 8.727 0.0 18 -69.16 -0.1470 0.0 10.727 -1.577 Vel = 10.52 18 0.0 1.639 IT 8.727 33.130 22.976 to 120 0.0 8.727 0.0 19 -69.16 -0.1470 0.0 41.857 -6.154 VeI= 10.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 * Final Calculations - Standard Paramount Fire Sytems, Inc Page 6 SOUTH STORAGE ROOM 188 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19 21.50 1.639 0.0 2.300 16.822 to 120 0.0 0.0 0.0 20 -47.66 -0.0735 0.0 2.300 -0.169 Vet = 7.25 20 21.42 1.639 0.0 9.690 16.653 to 120 0.0 0.0 0.0 21 -26.24 -0.0246 0.0 9.690 -0.238 Vet = 3.99 21 21.75 1.639 0.0 8.000 16.415 K Factor @ node EQ02 to 120 0.0 0.0 0.0 22 -4.49 -0.0009 0.0 8.000 -0.007 Vel = 0.68 22 21.75 1.639 0.0 12.000 16.408 K Factor © node EQ02 to 120 0.0 0.0 0.0 23 17.26 0.0113 0.0 12.000 0.135 Vet = 2.62 23 21.84 1.639 2E 8.727 159.520 16.543 K Factor @ node EQ02 to 120 IT 8.727 17.454 0.0 24 39.1 0.0512 0.0 176.974 9.060 Vel = 5.95 24 0.0 1.639 IT 8.727 2.000 25.603 to 120 0.0 8.727 0.0 9 39.1 0.0512 0.0 10.727 0.549 Vet = 5.95 0.0 39.10 26.152 K Factor = 7.65 13 29.42 1.639 0.0 2.560 11.671 to 120 0.0 0.0 0.0 14 29.42 0.0305 0.0 2.560 0.078 Vet = 4.47 14 17.99 1.639 3E 13.09 173.790 11.749 to 120 IT 8.727 21.817 0.0 15 47.41 0.0731 0.0 195.607 14.301 Vet = 7.21 15 0.0 1.639 IT 8.727 2.000 26.050 to 120 0.0 8.727 0.0 16 47.41 0.0732 0.0 10.727 0.785 Vet = 7.21 16 0.0 3.314 1 21.838 8.410 26.835 to 120 0.0 21.838 0.0 10 47.41 0.0023 0.0 30.248 0.071 Vel= 1.76 0.0 47.41 26.906 K Factor = 9.14 1 18.00 1.08 IT 5.762 2.350 10.918 K Factor @ node EQO1 to 120 0.0 5.762 0.0 13 18.0 0.0928 0.0 8.112 0.753 VeI= 6.30 13 -29.42 1.639 1 4.363 12.350 11.671 to 120 0.0 4.363 0.0 2 -11.42 -0.0052 0.0 16.713 -0.087 Vel = 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 7 SOUTH STORAGE ROOM 188 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 18.27 1.639 0.0 12.000 11.584 K Factor @ node EQ02 to 120 0.0 0.0 0.0 3 6.85 0.0020 0.0 12.000 0.024 Vel= 1.04 3 18.30 1.639 0.0 12.000 11.608 K Factor@ node EQ02 to 120 0.0 0.0 0.0 4 25.15 0.0227 0.0 12.000 0.272 Vel = 3.82 4 18.50 1.639 0.0 8.000 11.880 K Factor @ node EQ02 to 120 0.0 0.0 0.0 5 43.65 0.0628 0.0 8.000 0.502 Vel = 6.64 5 18.90 1.639 0.0 12.000 12.382 K Factor @ node EQ02 to 120 0.0 0.0 0.0 6 62.55 0.1220 0.0 12.000 1.464 Vel= 9.51 6 19.98 1.639 2T 17.453 33.960 13.846 K Factor @ node EQ02 to 120 0.0 17.453 0.0 7 82.53 0.2039 0.0 51.413 10.482 Vel = 12.55 7 0.0 3.314 2E 20.383 13.620 24.328 to 120 0.0 20.383 0.0 17 82.53 0.0066 0.0 34.003 0.225 Vel = 3.07 17 69.15 3.314 0.0 11.750 24.553 to 120 0.0 0.0 0.0 25 151.68 0.0203 0.0 11.750 0.239 Vel = 5.64 25 -10.71 3.314 0.0 59.910 24.792 to 120 0.0 0.0 0.0 8 140.97 0.0178 0.0 59.910 1.067 Vel = 5.24 8 10.71 3.314 0.0 14.410 25.859 to 120 0.0 0.0 0.0 9 151.68 0.0203 0.0 14.410 0.293 Vel= 5.64 9 39.10 3.314 IT 21.838 2.370 26.152 to 120 0.0 21.838 0.0 10 190.78 0.0311 0.0 24.208 0.754 Vel= 7.10 10 47.41 3.314 3E 30.574 208.250 26.906 to 120 0.0 30.574 0.0 JI 238.19 0.0470 0.0 238.824 11.219 Vel= 8.86 Ji 0.0 4.31 13E181.181 184.250 38.125 to 120 0.0 181.181 0.0 TOR 238.19 0.0131 0.0 365.431 4.774 Vel = 5.24 TOR 0.0 4.31 1 16.724 18.000 42.899 to 120 II 9.756 26.480 6.496 BOR 238.19 0.0131 0.0 44.480 0.581 Vel = 5.24 BOR 0.0 6.16 2E 40.168 8.000 49.976 to 140 IT 43.037 83.205 1.732 UI 238.19 00017 0.0 91.205 0.158 Vel= 2.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 8 SOUTH STORAGE ROOM 188 Date 020707 Hyd. Qà Dia. Fitting Pipe Pt Pt Ref. "Cu or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UI 0.0 5.86 7E 125.252 694.400 51.866 to 150 21 76.685 207.049 0.0 BFI 238.19 0.0019 IG 3.834 901.449 1.746 Vel = 2.83 IC 1.278 BFI 0.0 5.86 0.0 5.000 53.612 to 150 0.0 0.0 3.000 * Fixed loss = 3 BF2 238.19 0.0020 0.0 5.000 0.010 Vel = 2.83 BF2 250.00 5.86 1G 3.834 18.000 56.622 Qa = 250 to 150 IT 38.342 77.962 -1.299 TEST 488.19 0.0073 2E 35.786 95.962 0.700 Vel = 5.81 0.0- 488.19 56.023 KFactor= 65.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design Paramount Fire Sytems, Inc P.O. Box 713194 Santee, CA 92072 License # C-16 788204 619 562-6247 Job Name : BANQUET ROOM 187 ZONE 2 Building : RESORT FACILITY Location : CARLSBAD RESORT AND HOTEL System : ZONE 2 Contract Data File : CR-pipin.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Paramount Fire Sytems, Inc Page 1 BANQUET ROOM 187 ZONE 2 Date 020707 I*draul Ic Design I nfor met i on Sheet Na ne - BANOJET R(XM 187 Date - Locati on - CARLSBAD RESORT AND HOTEL Bull di ng - RESORT FACI LI TY System No. - ZONE 2 Cont r act or - PARAfvOJNT Fl RE SYSTEFVB I NC Cont r act Na. - Calculated By - PG' JC Dawng No. - FP-4 Constructi on: ( ) Conrbusti bi e (X) Nbn- Corrbusti bl e Cei Ii ng l-Iei ght - 16' Occupancy - LI G-IT HAZARD I WEETI NG ROOM S (X) NFPA 13 (X) Lt. I-bz. O-d.Haz.. ( ) I ( ) 2 ( ) 3 ( ) Ex.I-z. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Carve S Other 7-2. 3. 2.4 T Speci f I c Rul I ng lvbde By Det e E M Area of Sprinkler Operation - 1150 Svst em Type Spr I nkl er / Nbzzl e Density - .10 (X) /ét -. Iihke TYCO D Area Per Spri nkl er - 225 MX ( ) Dr Pbdel RF- 11 E El evat i on at I-I ghest (lit I et - 16' ( ) Deluge Size 1/2 S Hose Ai I once - I nsi de - 0 ( ) Pr eact I on K- Fact or 5. 6 I Rack Spr I nkl er Ad I once - 0 ( ) 0 her Terip. Rat. 155 G Hose Ad I once - Ojtsi de - 100 N Not e Calculation FlowRequired - 218.52 Press Required - 51.59 BASE OF RISER Surmary C- Factor Used: 120 Overhead 150 Underground W 'ft er Fl ow Test: Purrp Data: Tank or Reservoir: A Det e of Test - 1-17-07 Cap. - T Ti rye of Test - 10:00 AM Rated Cap. - El ev. - E Static Press - 66 @Press - R Residual Press - 61 Elev. - V161 Flow - 1075 Proof Fl ow S El evat i on - 235' U P Locat I on - ALL MAJ NS ARE a RCULAI NG HI DOEN VALLEY ROAD P L Source of Infornration - PFS I CARLSBAD \MTER DEPT FLOW TEST Y C Comiodi t y CI ass Locat i on o Storage Ht. Area Aisle W M Storage FVthod: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) SI ave Pal I et ( ) Sol I d Shel f ( ) Nan T A ( ) Ml t. Row ( ) Open Shelf 0 R K Flue Spacing a ear ance: St or age t o Gel I I ng A Longi t udi nal Transverse G E 1-bnizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Paramount Fire Sytems, Inc Page 2 BANQUET ROOM 187 ZONE 2 Date 020707 City Water Supply: Demand: Cl - Static Pressure : 66 Dl - Elevation : 7.579 C2 - Residual Pressure: 60 . D2 - System Flow : 218.523 C2 - Residual Flow : 1075 D2 - System Pressure : 55.011 Hose(Adj City) ______ Hose (Demand) : 100 D3 - System Demand : 318.523 Safety Margin : 10.357 150 140 130 p120 R110 E10° S90 S 80 u 70 C2 R60 '. E 50 10%4n -------------- 30 20 10 . 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N't 1.85) Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Paramount Fire Sytems, Inc Page 3 BANQUET ROOM 187 ZONE 2 Date 020707 Fitting Legend Abbrev. Name 1/2 % 1 1'h 11/2 2 2½ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 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 13 90 Eli Grvd-Vic#10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 1 90' Flowlhru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Paramount Fire Sytems, Inc Page 4 BANQUET ROOM 187 ZONE 2 Date 020707 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. D101 17.5 5.6 10.33 na 18.0 0.1 180 7.0 D102 17.5 5.6 10.33 na 18.0 0.1 180 7.0 73 17.5 K=K@EQ01 12.58 na 19.57 72 17.5 K = K @ EQ01 12.9 na 19.82 71 17.5 K = K @ EQ01 13.76 na 20.47 70 17.5 K = K @ EQ01 17.63 na 23.17 69 17.5 K = K @ EQ01 10.64 na 18.0 68 17.5 K=K@EQ01 10.92 na 18.24 67 17.5 K = K @ EQOI 13.07 na 19.95 61 17.5 K=K@EQ01 12.84 na 19.77 62 17.5 . 13.39 na 63 17.5 13.51 na 64 17.5 13.86 na 65 17.5 14.76 na 66 17.5 18.89 na 25 17.5 26.23 na 26 17.5 26.28 na 27 17.5 27.2 na 17 17.5 26.24 na 18 17.5 26.29 na 19 17.5 26.52 na 20 17.5 26.53 na 21 16.0 27.24 na 22 16.0 27.28 na 23 16.0 27.34 na 24 17.5 27.66 na 59 17.5 26.21 na 7 17.5 26.24 na 6 16.0 27.18 na 5 16.0 27.25 na 4 16.0 27.29 na 3 16.0 27.36 na 2 16.0 27.43 na 13 17.5 27.41 na 14 17.5 27.42 na 15 17.5 28.52 na 16 17.5 28.58 na 53 17.5 K=K@EQ01 11.1 na 18.38 54 17.5 11.23 na 55 17.5 11.53 na 56 17.5 KK@EQO2 12.5 na 19.22 57 17.5 13.96 na 58 17.5 K=K@EQO2 16.24 na 21.91 60 17.5 26.28 na 8 17.5 27.25 na 9 17.5 27.71 na 10 17.5 28.59 na 11 17.5 38.15 na TOR 17.5 42.22 na BOR -3.0 51.6 na U -3.0 51.73 na BF1 -3.0 53.0 na BF2 -3.0 56.0 na 100.0 TEST 0.0 . 55.01 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD The maximum velocity is 17.6 and it occurs in the pipe between nodes 58 and 59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Paramount Fire Sytems, Inc Page 5 BANQUET ROOM 187 ZONE 2 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D101 18.00 1.08 1E 2.305 1.000 10.332 K Factor =5.60 to 120 0.0 2.305 0.0 EQOI 18.0 0.0929 0.0 3.305 0.307 Vel = 6.30 0.0 18.00 10.639 K Factor = 5.52 D102 18.00 1.08 IT 5.762 1.000 10.332 K Factor =5.60 to 120 0.0 5.762 0.0 EQ02 18.0 0.0929 0.0 6.762 0.628 Vel = 6.30 0.0 18.00 10.960 K Factor = 5.44 73 19.57 1.08 IT 5.762 2.870 12.576 K Factor © node EQOI to 120 0.0 5.762 0.0 63 19.57 0.1084 0.0 8.632 0.936 Vel = 6.85 0.0 19.57 13.512 K Factor = 5.32 72 19.82 1.08 IT 5.762 2.870 12.900 K Factor @ node EQOI to 120 0.0 5.762 0.0 64 19.82 0.1111 0.0 8.632 0.959 Vel = 6.94 0.0 19.82 13.859 K Factor = 5.32 71 20.47 1.08 IT 5.762 2.700 13.764 K Factor © node EQ01 to 120 0.0 5.762 0.0 65 20.47 0.1179 0.0 8.462 0.998 Vel = 7.17 0.0 20.47 14.762 K Factor = 5.33 70 23.17 1.08 IT 5.762 2.700 17.634 K Factor@ node EQ01 to 120 0.0 5.762 0.0 66 23.17 0.1483 0.0 8.462 1.255 Vel = 8.11 0.0 23.17 18.889 K Factor = 5.33 69 18.00 1.08 IT 5.762 0.580 10.639 K Factor @ node EQ01 to 120 0.0 5.762 0.0 54 18.0 0.0929 0.0 6.342 0.589 Vel = 6.30 0.0 18.00 11.228 K Factor = 5.37 68 18.24 1.08 IT 5.762 0.580 10.924 K Factor @ node EQ01 to 120 0.0 5.762 0.0 55 18.24 0.0952 0.0 6.342 0.604 Vel = 6.39 0.0 18.24 11.528 K Factor = 5.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 6 BANQUET ROOM 187 ZONE 2 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11CIP or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 67 19.95 1.08 IT 5.762 2.160 13.072 K Factor@ node EQOI to 120 0.0 5.762 0.0 57 19.95 0.1125 0.0 7.922 0.891 Vel= 6.99 0.0 19.95 13.963 K Factor = 5.34 61 19.77 1.08 1 2.305 2.700 12.837 K Factor @ node EQOI to 120 0.0 2.305 0.0 62 19.77 0.1107 0.0 5.005 0.554 Vel = 6.92 62 0.0 1.639 0.0 8.370 13.391 to 120 0.0 0.0 0.0 63 19.77 0.0145 0.0 8.370 0.121 Vel = 3.01 63 19.57 1.639 0.0 6.700 13.512 to 120 0.0 0.0 0.0 64 39.34 0.0518 0.0 6.700 0.347 Vel = 5.98 64 19.82 1.639 0.0 8.200 13.859 to 120 0.0 0.0 0.0 65 59.16 0.1101 0.0 8.200 0.903 Vel= 9.00 65 20.48 1.639 0.0 21.620 14.762 to 120 0.0 0.0 0.0 66 79.64 0.1909 0.0 21.620 4.127 Vel = 12.11 66 23.17 1.639 2T 17.453 6.700 18.889 to 120 0.0 17.453 0.0 60 102.81 0.3061 0.0 24.153 7.394 Vel = 15.63 0.0 102.81 26.283 KFactor= 20.05 25 10.45 1.639 iT 8.727 2.000 26.228 to 120 0.0 8.727 0.0 26 10.45 0.0045 0.0 10.727 0.048 Vel = 1.59 26 0.0 1.639 2E 8.727 180.830 26.276 to 120 21 17.453 26.180 0.0 27 10.45 0.0045 0.0 207.010 0.923 Vel = 1.59 27 0.0 1.639 iT 8.727 2.000 27.199 to 120 0.0 8.727 0.0 8 10.45 0.0044 0.0 10.727 0.047 Vel= 1.59 0.0 10.45 27.246 K Factor = 2.00 17 11.63 1.639 iT 8.727 2.000 26.235 to 120 0.0 8.727 0.0 18 11.63 0.0055 0.0 10.727 0.059 Vel = 1.77 18 0.0 1.639 11 8.727 33.120 26.294 to 120 0.0 8.727 0.0 19 11.63 0.0054 0.0 41.847 0.227 Vel= 1.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 7 BANQUET ROOM 187 ZONE 2 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19 to 20 0.0 11.63 1.639 120 0.0052 0.0 0.0 0.0 2.290 0.0 2.290 26.521 0.0 0.012 VeI= 1.77 20 0.0 1.639 0.0 9.700 26.533 to 120 0.0 0.0 0.650 21 11.63 0.0055 0.0 9.700 0.053 Vel = 1.77 21 0.0 . 1.639 0.0 8.000 27.236 to 120 0.0 0.0 0.0 22 11.63 0.0054 0.0 8.000 0.043 Vel = 1.77 22 0.0 1.639 0.0 12.000 27.279 to 120 0.0 0.0 0.0 23 11.63 0.0054 0.0 12.000 0.065 Vel= 1.77 23 0.0 1.639 2E 8.727 159.540 27.344 to 120 IT 8.727 17.454 -0.650 24 11.63 0.0054 0.0 176.994 0.962 Vel = 1.77 24 0.0 1.639 IT 8.727 2.000 27.656 to 120 0.0 8.727 0.0 9 11.63 0.0054 0.0 10.727 0.058 Vel= 1.77 0.0 11.63 27.714 KFactor = 2.21 59 33.94 3.314 0.0 15.500 26.208 to 120 0.0 0.0 0.0 25 33.94 0.0013 0.0 15.500 0.020 Vel= 1.26 25 -10.45 3.314 0.0 11.750 26.228 to 120 0.0 0.0 0.0 17 23.49 0.0006 0.0 11.750 0.007 Vel= 0.87 17 -11.63 3.314. 2E 20.383 13.620 26.235 to 120 0.0 20.383 0.0 7 11.86 0.0002 0.0 34.003 0.007 Vel = 0.44 7 0.0 1.639 2T 17.453 33.950 26.242 to 120 0.0 17.453 0.650 6 11.86 0.0056 0.0 51.403 0.289 Vel = 1.80 6 0.0 1.639 0.0 12.000 27.181 to 120 0.0 0.0 0.0 5 11.86 0.0056 0.0 12.000 0.067 Vel= 1.80 5 0.0 1.639 0.0 8.000 27.248 to 120 0.0 0.0 0.0 4 11.86 0.0056 0.0 8.000 0.045 Vel = 1.80 4 0.0 . 1.639 0.0 12.000 27.293 to 120 0.0 0.0 0.0 3 11.86 0.0057 0.0 12.000 0.068 Vel = 1.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 8 BANQUET ROOM 187 ZONE 2 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3 0.0 1.639 0.0 12.000 27.361 to 120 0.0 0.0 0.0 2 11.86 0.0056 0.0 12.000 0.067 Vel = 1.80 2 0.0 1.08 1E 2.305 12.330 27.428 to 120 0.0 2.305 -0.650 13 11.86 0.0430 0.0 14.635 0.629 Vel = 4.15 13 0.0 1.639 0.0 2.540 27.407 to 120 0.0 0.0 0.0 14 11.86 0.0055 0.0 2.540 0.014 Vel= 1.80 14 0.0 1.639 3E 13.09 173.790 27.421 to 120 iT 8.727 21.817 0.0 15 11.86 0.0056 0.0 195.607 1.102 Vel= 1.80 15 0.0 1.639 iT 8.727 2.000 28.523 to 120 0.0 8.727 0.0 16 11.86 0.0056 0.0 10.727 0.060 Vel = 1.80 16 0.0 3.314 iT 21.838 8.410 28.583 to 120 0.0 21.838 0.0 10 11.86 0.0002 0.0 30.248 0.005 Vel = 0.44 0.0 11.86 28.588 K Factor = 2.22 53 18.38 1.639 0.0 10.330 11.097 K Factor @ node EQ01 to 120 0.0 0.0 0.0 54 18.38 0.0127 0.0 10.330 0.131 Vel = 2.79 54 18.00 1.639 0.0 6.700 11.228 to 120 0.0 0.0 0.0 55 36.38 0.0448 0.0 6.700 0.300 Vel = 5.53 55 18.24 1.639 0.0 10.200 11.528 to 120 0.0 0.0 0.0 56 54.62 0.0951 0.0 10.200 0.970 Vel = 8.31 56 19.22 1.639 0.0 8.830 12.498 K Factor @ node EQ02 to 120 0.0 0.0 0.0 57 73.84 0.1659 0.0 8.830 1.465 Vel = 11.23 57 19.96 1.639 0.0 8.830 13.963 to 120 0.0 0.0 0.0 58 93.8 0.2583 0.0 8.830 2.281 Vel = 14.26 58 21.91 1.639 2T 17.453 8.700 16.244 K Factor @ node EQ02 to 120 0.0 17.453 0.0 59 115.71 0.3810 0.0 26.153 9.964 Vel= 17.60 59 -33.94 3.314 0.0 11.540 26.208 to 120 0.0 0.0 0.0 60 81.77 0.0065 0.0 11.540 0.075 Vel = 3.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 9 BANQUET ROOM 187 ZONE 2 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 60 102.82 3.314 0.0 32.870 26.283 to 120 0.0 0.0 0.0 8 184.59 0.0293 0.0 32.870 0.963 Vel = 6.87 8 10.45 3.314 0.0 14.410 27.246 to 120 0.0 0.0 0.0 9 195.04 0.0325 0.0 14.410 0.468 Vel = 7.25 9 11.63 3.314 IT 21.838 2.370 27.714 to 120 0.0 21.838 0.0 10 206.67 0.0361 0.0 24.208 0.874 Vel = 7.69 10 11.85 3.314 3E 30.574 208.250 28.588 to 120 0.0 30.574 0.0 Ji 218.52 0.0401 0.0 238.824 9.566 Vel = 8.13 JI 0.0 4.31 13E181.181 184.250 38.154 to 120 0.0 181.181 0.0 TOR 218.52 0.0111 0.0 365.431 4.070 VeI= 4.81 TOR 0.0 4.31 1 16.724 18.000 42.224 to 120 11 9.756 26.480 8.879 BOR 218.52 0.0111 0.0 44.480 0.495 Vel= 4.81 BOR 0.0 6.16 2E 40.168 8.000 51.598 to 140 IT 43.037 83.205 0.0 U 218.52 0.0015 0.0 91.205 0.134 Vel = 2.35 U 0.0 6.09 6E 129.498 741.050 51.732 to 150 IT 46.249 181.914 0.0 BFI 218.52 0.0014 1G 4.625 922.964 1.263 Vel = 2.41 IC 1.542 BFI 0.0 6.09 0.0 5.000 52.995 to 150 0.0 0.0 3.000 * Fixed loss = 3 BF2 218.52 0.0014 0.0 5.000 0.007 Vel = 2.41 BF2 100.00 6.09 1G 4.625 18.000 56.002 Qa = 100 to 150 iT 46.249 94.040 -1.299 TEST 318.52 0.0027 2E 43.166 112.040 0.308 Vel= 3.51 0.0 318.52 55.011 KFactor= 42.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Paramount Fire Sytems, Inc P.O. Box 713194 Santee, CA 92072 License # C-16 788204 619 562-6247 Job Name : LOBBY 186 BANQUET 187 Building : RESORT FACILITY Location : CARLSBAD RESORT AND HOTEL System : ZONE 2 Contract Data File CR-pipin.wx3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Paramount Fire $ytems, Inc Page 1 LOBBY 186 BANQUET 187 Date 020707 Hydraulic Design InfornBtion Sheet Name - BANQUET ROM 187 AND LOBBY 186 Date - Location - CARLSBAD RESORT AND HCWEL Building - RESORT FACI LITY System No. - ZONE 2 Cont r act or - PARAfvDJNT Fl RE SYSTEIVE I NO Cant r act No. - Calculated By - PG JC Dawng No. - FP-4 Constructi on: ( ) Corrbusti bl e (X) Non- Corrbusti bi e Ceiling Hei ght - 16' Occupancy - LI G-ff HAZARD / BANQUET ROOM AND LOBBY S (X) NFPA 13 (X) Lt. I-bz. Or d. I-bz.Op. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.l-bz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Carve S Other 7-2.3.2.4 T Speci f i c Rul i ng IVde By Det e E M Area of Sprinkler qerati on - 1149 System Type Sprinkler/Nozzle Dens i t y - . 10 (X) \tet K&ke TYCO D Area Per •Spr I nkl er - 225 MX ( ) Dr y rvbdel RF- 11 E El evat i on at I-i ghest Out I et - 16 ( ) Del uge Si ze 1/2 S Hose Ad I owance - I nsi de - 0 ( ) Preact I on K- Factor 5. 6 Rack Spr I nkl er Al I once - 0 ( ) Ct her Terrp. Rat. 155 G Hose AJlonce - Out side - 100 N Not e Calculation FlowRequired - 216.13 Press Required - 41.95 BASE CF RISER Sunirary C- Factor Used: 120 Oierhead 150 Underground W 'ft er Flow Test: Punp Data: Tank or Reservoir: A It e of Test - 1-17-07 Cap. - T Ti me of Test - 10:00 AM Rated Cap. - El ev. - E Static Press - 66 @Press - R Resi dual Press - 61 El ev. - \Pël I Fl ow - 1075 Proof Ft ow S El evat I on - 235' U P Locat i on - ALL MAI NS ARE a RC1JLIAJ NG I-U DDEN VALLEY RCAD P L Source of I nforrrati on - PFS / CARLSBAD \MTER DEPT FLOW TEST Y C Commdi t y Cl ass Locat i on O Storage Ht. Area Aisle W M Storage FVèthod: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) SI ave Pal I et ( ) Sal I d Shel f ( ) Non T A ( ) Mil t. Row ( )Open Shelf 0 R K Flue Spacing a ear ance: St or age t o Cei Ii rig A Longi t udi nal Transverse G E Horizontal Barn i ers Provi ded: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Paramount Fire Sytems, Inc Page 2 LOBBY 186 BANQUET 187 Date 020707 City Water Supply: Demand: Cl - Static Pressure : 66 Dl - Elevation : 7.579 C2 - Residual Pressure: 60 . D2 - System Flow : 216.126 stem Pressure : 47.126 C2 - Residual Flow : 1075 D2 - SrAd Hose jCity _______Hose Demand) : 100 03 - System Demand : 316.126 Safety Margin : 18.250 150 140 130 p120 R° E10° S90 80 u 70 : C2 60 ___ - E 50 10 0/644 - j3 --------------- 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Paramount Fire Sytems, Inc Page 3 LOBBY 186 BANQUET 187 Date 020707 Fitting Legend Abbrev. Name ½ % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 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 13 90 Eli Grvd-Vic#1O 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 I 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Paramount Fire Sytems, Inc Page 4 LOBBY 186 BANQUET 187 Date 020707 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D201 17.5 5.6 9.0 na 16.8 0.1 168 7.0 D202 17.5 5.6 9.0 na 16.8 0.1 168 7.0 155 17.5 K=K@EQO2 15.91 na 21.58 154 17.5 K=K@EQO2 14.04 na 20.27 153 17.5 . K=K@EQO2 13.56 na 19.93 152 17.5 K=K@EQO2 13.47 na 19.86 151 17.5 K=K@EQO2 13.47 na 19.86 25 17.5 20.62 na 26 17.5 20.63 na 27 17.5 20.73 na 17 17.5 20.6 na 18 17.5 20.41 na 19 17.5 19.7 na 20 17.5 19.66 na 21 16.0 20.14 na 22 16.0 20.0 na 23 16.0 19.8 na 148 17.5 17.17 na 149 17.5 KK@EQO1 17.17 na 22.1 150 17.5 K=K@EQO1 17.29 na 22.18 24 17.5 20.08 na 16 17.5 20.51 na 15 17.5 19.41 na 144 17.5 14.79 na 145 17.5 14.29 na 146 17.5 14.19 na 147 17.5 14.19 na 14 17.5 16.48 na 13 17.5 16.53 na 2 16.0 19.36 na 3 16.0 19.6 na 4 16.0 19.83 na 5 16.0 19.99 na 6 16.0 20.22 na 7 17.5 20.58 na 59 17.5 20.65 na 60 17.5 20.67 na 8 17.5 20.73 ha 9 17.5 20.76 na 139 17.5 K = K @ EQ02 9.64 na 16.8 140 17.5 K= K@ EQ01 10.62 na 17.38 141 17.5 K=K@EQ01 11.02 na 17.7 142 17.5 K=K@EQ01 11.97 na 18.46 143 17.5 20.32 na 10 17.5 20.95 na Ji 17.5 30.32 na TOR 17.5 34.31 na BOR 1.0 . 41.94 na Ui -3.0 43.8 na BF1 -3.0 45.26 na BF2 -3.0 48.27 na TEST 0.0 47.13 na 100.0 The maximum velocity is 10.7 and it occurs in the pipe between nodes 142 and 143 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Paramount Fire Sytems, Inc Page 5 LOBBY 186 BANQUET 187 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. VIC11 or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D201 16.80 1.08 iT 5.762 5.500 9.000 K Factor = 5.60 to 120 0.0 5.762 0.0 EQ01 16.8 0.0818 0.0 11.262 0.921 Vel= 5.88 0.0 16.80 9.921 K Factor = 5.33 D202 16.80 1.08 1E 2.305 5.500 9.000 K Factor =5.60 to 120 0.0 2.305 0.0 EQ02 16.8 0.0817 0.0 7.805 0.638 Vel = 5.88 0.0 16.80 9.638 K Factor = 5.41 155 21.58 1.08 IT 5.762 3.950 15.909 K Factor © node EQ02 to 120 0.0 5.762 0.0 148 21.58 0.1300 0.0 9.712 1.263 VeI= 7.56 0.0 21.58 17.172 K Factor = 5.21 154 20.27 1.08 iT 5.762 0.700 14.037 K Factor@ node EQ02 to 120 0.0 5.762 0.0 144 20.27 0.1158 0.0 6.462 0.748 Vel = 7.10 0.0 20.27 14.785 K Factor = 5.27 153 19.93 1.08 iT 5.762 0.700 13.563 K Factor@ node EQ02 to 120 0.0 5.762 0.0 145 19.93 0.1122 0.0 6.462 0.725 Vel = 6.98 0.0 19.93 14.288 K Factor = 5.27 152 19.86 1.08 iT 5.762 0.700 13.465 K Factor@ node EQ02 to 120 0.0 5.762 0.0 146 19.86 0.1114 0.0 6.462 0.720 Vel= 6.96 0.0 19.86 14.185 K Factor= 5.27 151 19.86 1.08 iT 5.762 0.700 13.472 K Factor @ node EQ02 to 120 0.0 5.762 0.0 147 19.86 0.1114 0.0 6.462 0.720 Vel= 6.96 0.0 19.86 14.192 K Factor = 5.27 25 3.17 1.639 IT 8.727 2.000 20.622 to 120 0.0 8.727 0.0 26 3.17 0.0005 0.0 10.727 0.005 Vel = 0.48 26 0.0 1.639 2E 8.727 180.830 20.627 to 120 2T 17.453 26.180 0.0 27 3.17 0.0005 0.0 207.010 0.102 Vel = 0.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 6 LOBBY 186 BANQUET 187 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 0.0 1.639 IT 8.727 2.000 20.729 to 120 0.0 8.727 0.0 8 3.17 0.0005 0.0 10.727 0.005 Vel = 0.48 0.0 3.17 20.734 K Factor = 0.70 17 -21.64 1.639 IT 8.727 2.000 20.597 to 120 0.0 8.727 0.0 18 -21.64 -0.0172 0.0 10.727 -0.184 Vel = 3.29 18 0.0 1.639 IT 8.727 33.120 20.413 to 120 0.0 8.727 0.0 19 -21.64 -0.0171 0.0 41.847 -0.717 Vel = 3.29 19 0.0 1.639 0.0 2.290 19.696 to 120 0.0 0.0 0.0 20 -21.64 -0.0170 0.0 2.290 -0.039 Vel = 3.29 20 0.0 1.639 0.0 9.700 19.657 to 120 0.0 0.0 0.650 21 -21.64 -0.0172 0.0 9.700 -0.167 Vel = 3.29 21 0.0 1.639 0.0 8.000 20.140 to 120 0.0 0.0 0.0 22 -21.64 -0.0171 0.0 8.000 -0.137 Vel = 3.29 22 0.0 1.639 0.0 12.000 20.003 to 120 0.0 0.0 0.0 23 -21.64 -0.0171 0.0 12.000 -0.205 Vel= 3.29 23 0.0 1.639 2E 8.727 106.620 19.798 to 120 0.0 8.727 -0.650 148 -21.64 -0.0171 0.0 115.347 -1.976 VeI= 3.29 148 21.59 1.639 0.0 11.620 17.172 to 120 0.0 0.0 0.0 149 -0.05 0.0 0.0 11.620 0.0 Vel= 0.01 149 22.10 1.639 0.0 6.700 17.172 K Factor @ node EQO1 to 120 0.0 0.0 0.0 150 22.05 0.0178 0.0 6.700 0.119 Vel= 3.35 150 22.18 1.639 IT 8.727 34.580 17.291 K Factor @ node EQ0I to 120 0.0 8.727 0.0 24 44.23 0.0643 0.0 43.307 2.784 Vel = 6.73 24 0.0 1.639 IT 8.727 2.000 20.075 to 120 0.0 8.727 0.0 9 44.23 0.0643 0.0 10.727 0.690 Vel = 6.73 0.0 44.23 20.765 K Factor = 9.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 7 LOBBY 186 BANQUET 187 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11cof or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 -56.69 1.639 iT 8.727 2.000 20.505 to 120 0.0 8.727 0.0 15 -56.69 -0.1018 0.0 10.727 -1.092 Vel = 8.62 15 0.0 1.639 iT 8.727 36.750 19.413 to 120 0.0 8.727 0.0 144 -56.69 -0.1018 0.0 45.477 -4.628 Vel = 8.62 144 20.28 1.639 0.0 11.080 14.785 to 120 0.0 0.0 0.0 145 -36.41 -0.0449 0.0 11.080 -0.497 Vel = 5.54 145 19.92 1.639 0.0 9.910 14.288 to 120 0.0 0.0 0.0 146 -16.49 -0.0104 0.0 9.910 -0.103 Vel = 2.51 146 19.86 1.639 0.0 12.000 14.185 to 120 0.0 0.0 0.0 147 3.37 0.0006 0.0 12.000 0.007 Vel = 0.51 147 19.86 1.639 3E 13.09 104.040 14.192 to 120 0.0 13.090 0.0 14 23.23 0.0195 0.0 117.130 2.289 VeI= 3.53 14 0.0 1.639 0.0 2.540 16.481 to 120 0.0 0.0 0.0 13 23.23 0.0193 0.0 2.540 0.049 Vel = 3.53 13 0.0 1.08 1 2.305 12.330 16.530 to 120 0.0 2.305 0.650 2 23.23 0.1490 0.0 14.635 2.181 Vel = 8.14 2 0.0 . 1.639 0.0 12.000 19.361 to 120 0.0 0.0 0.0 3 23.23 0.0195 0.0 12.000 0.234 Vel = 3.53 3 0.0 1.639 0.0 12.000 19.595 to 120 0.0 0.0 0.0 4 23.23 0.0196 0.0 12.000 0.235 Vel = 3.53 4 0.0 1.639 0.0 8.000 19.830 to 120 0.0 0.0 0.0 5 23.23 0.0195 0.0 8.000 0.156 Vel = 3.53 5 0.0 1.639 0.0 12.000 19.986 to 120 0.0 0.0 0.0 6 23.23 0.0195 0.0 12.000 0.234 Vel = 3.53 6 0.0 1.639 2T 17.453 33.950 20.220 to 120 0.0 17.453 -0.650 7 23.23 0.0196 0.0 51.403 1.005 Vel = 3.53 7 0.0 3.314 2E 20.383 13.620 20.575 to 120 0.0 20.383 0.0 17 23.23 0.0006 0.0 34.003 0.022 Vel = 0.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 8 LOBBY 186 BANQUET 187 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 21.64 3.314 0.0 11.750 20.597 to 120 0.0 0.0 0.0 25 44.87 0.0021 0.0 11.750 0.025 Vel= 1.67 25 -3.17 3.314 0.0 15.500 20.622 to 120 0.0 0.0 0.0 59 41.7 0.0019 0.0 15.500 0.029 Vel = 1.55 59 0.0 3.314 0.0 11.540 20.651 to 120 0.0 0.0 0.0 60 41.7 0.0018 0.0 11.540. 0.021 VeI= 1.55 60 0.0 3.314 0.0 32.870 20.672 to 120 0.0 0.0 0.0 8 41.7 0.0019 0.0 32.870 0.062 Vel = 1.55 8 3.17 3.314 0.0 14.410 20.734 to 120 0.0 0.0 0.0 9 44.87 0.0022 0.0 14.410 0.031 Vel = 1.67 9 44.23 3.314 IT 21.838 2.370 20.765 to 120 0.0 21.838 0.0 10 89.1 0.0076 0.0 24.208 0.184 Vel = 3.31 0.0 89.10 20.949 KFactor= 19.47 139 16.80 1.08 0.0 12.000 9.638 K Factor © node EQ02 to 120 0.0 0.0 0.0 140 16.8 0.0818 0.0 12.000 0.982 VeI= 5.88 140 17.38 1.639 0.0 9.910 10.620 K Factor © node EQ01 to 120 0.0 0.0 0.0 141 34.18 0.0399 0.0 9.910 0.395 Vel = 5.20 141 17.70 1.639 0.0 11.080 11.015 K Factor @ node EQ01 to 120 0.0 0.0 0.0 142 51.88 0.0865 0.0 11.080 0.958 Vel = 7.89 142 18.46 1.639 2T 17.453 37.580 11.973 K Factor@ node EQ01 to 120 0.0 17.453 0.0 143 70.34 0.1517 0.0 55.033 8.348 Vel= 10.70 143 0.0 3.314 2E 20.383 17.080 20.321 to 120 0.0 20.383 0.0 16 70.34 0.0049 0.0 37.463 0.184 Vel- 2.62 16 56.69 3.314 IT 21.838 8.410 20.505 to 120 0.0 21.838 0.0 10 127.03 0.0147 0.0 30.248 0.444 Vel= 4.72 10 89.10 3.314 3E 30.574 208.250 20.949 to 120 0.0 30.574 0.0 11 216.13 0.0392 0.0 238.824 9.372 Vel= 8.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 9 LOBBY 186 BANQUET 187 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ji 0.0 4.31 13E181.181 184.250 30.321 to 120 0.0 181.181 0.0 TOR 216.13 0.0109 0.0 365.431 3.988 Vel = 4.75 TOR 0.0 4.31 1 16.724 18.000 34.309 to 120 11 9.756 26.480 7.146 BOR 216.13 0.0109 0.0 44.480 0.486 Vel= 4.75 BOR 0.0 6.16 2E 40.168 8.000 41.941 to 140 IT 43.037 83.205 1.732 U 216.13 0.0014 0.0 91.205 0.131 VeI= 2.33 U 0.0 5.86 7E 125.252 694.000 43.804 to 150 2T 76.685 207.049. 0.0 BFI 216.13 0.0016 IG 3.834 901.049 1.458 Vel= 2.57 IC 1.278 BF1 0.0 5.86 0.0 5.000 45.262 to 150 0.0 0.0 3.000 * Fixed loss = 3 BF2 216.13 0.0016 0.0 5.000 0.008 Vel = 2.57 BF2 0.0 5.86 1G 3.834 18.000 48.270 to 150 IT 38.342 77.962 -1.299 TEST 216.13 0.0016 2E 35.786 95.962 0.155 Vel = 2.57 100.00 Qa= 100.00 316.13 47.126 KFactor= 46.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design Paramount Fire Sytems, Inc P.O. Box 713194 Santee, CA 92072 License # C-16 788204 619 562-6247 Job Name : ADMIN AND OFFICE ZONE 1 Building : RESORT FACILITY Location : CARLSBAD RESORT AND HOTEL System : ZONE 2 Contract Data File CR-pipin.wx4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Paramount Fire Sytems, Inc Page 1 ADMIN AND OFFICE ZONE I Date 020707 F-tvdraul i c Design I nfor mat i on Sheet Nane - ADM N / CFFI CE ZONE 1 Date - Locat i on - CARLSBAD RESORT AND HOTEL Bull ding - RESORT FACI LITY System No. - ZONE 2 Contractor PAPA1JNT FIRE SYSTEr1B INC Contract No. - Calculated By - PG JC D- aAng No. - FP-3 Const r uct i on: ( ) Contust I bl e (X) N.bn- Corrbust i bl e Cei Ii ng Hei ght - 9' - 6" Occupancy - LIGHT HAZARD / CFFI CE S (X) NFPA 13 (X) Lt. l-z. Od.I-bz.. ( ) l( ) 2( ) 3 ( ) Ex.I-bz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Carve S Other 7-2.3.2.4 T Speci f i c Rul I ng lvhde By Det e E M Area of Sprinkler qerati on - 990 System Type Spri nkl er/Nbzzle Density - .10 (X) 'fit ke TYCO D Area Per Spr i nkl er - 225 MAX ( ) Dr y Fbdel RF- 11 E El evat i on at II ghest Out I et - 10' ( ) Deluge Si ze 1/2 S Hose Al I o.wance - I nsi de - 0 ( ) Pr eact i on K- Fact or 5. 6 Rack Spr i nkl er Al I owance - 0 ( ) Ct her Terrp. Rat. 155 G Hose Allowance - Out side - 100 N Not Calculation FlowRequired - 139.92 Press Required - 41.98 BASE OF RISER Sun,, ry C- Factor Used: 120 Overhead 150 Underground W tt er Fl ow Test: Purrp Det a: Tank or Reser vol r: A Date of Test - 1-17-07 Cap. - T Ti rye of Test - 10:00 AM Rated Cap. - El ev. - E Static Press - 66 @Press - R Resi dual Press - 61 El ev. - MI Fl ow - 1075 Proof Fl ow S El evat i on - 235' U P Locat i on - ALL MN NE ARE a IlJLAI NG HI DOEN VALLEY ROAD P L Source of I nfornati on - PFS / CARLSBAD \MTER DEPT FLONTEST Y C Comiodity aass Location O Storage Ht. Area Aisle W M Storage Ivèthod: Solid Piled % Palletized % Rack M Si ngl e Row ( ) Conven. Pal I et ( ) Auto. St or age ( ) Encap. S R ( ) Double Row ( ) SI ave Pal I et ( ) Sol d Shel f ( ) Non T A ( ) Ml t. Row ( ) Open Shelf 0 R K Flue Spacing CI ear ance: St or age t o Cei I i ng A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 Water Supply Curve (C) Paramount Fire Sytems, Inc Page 2 ADMIN AND OFFICE ZONE 1 Date 020707 City Water Supply: Demand: Cl - Static Pressure : 66 Dl - Elevation : 5.197 C2 - Residual Pressure: 61 . D2 - System Flow : 139.91 stem Pressure : 46.200 C2 - Residual Flow : 1075 D2 - SrDemand Hose Adj City ______Hose ) : 100 03 - System Demand : 239.91 Safety Margin : 19.489 150 140 130 p120 R110 E10° S90 S80 70 R 60 -€+ __ ----- - _____ 1 0o4n 50 30 20 ............. 10 _________ 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Paramount Fire Sytems, Inc Page 3 ADMIN AND OFFICE ZONE 1 Date 020707 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 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 13 J 90Tee-Branch Gry Vic#20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 I 90' Flow lhru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 Pressure I Flow Summary - STANDARD Paramount Fire Sytems, Inc Page 4 ADMIN AND OFFICE ZONE I Date 020707 Node No. Elevation K-Fact Pt Actual Pri Flow Density Actual Area Press Req. D301 12.0 5.6 9.0 na 16.8 0.1 168 7.0 D302 12.0 5.6 9.0 na 16.8 0.1 168 7.0 101 12.0 K=K@EQO2 10.17 na 17.41 100 12.0 K=K@EQO2 10.65 na 17.81 99 12.0 K=K@EQO2 11.4.4 na 18.46 94 12.0 K = K@ EQ02 9.64 na 16.95 95 12.0 . K = K @ EQ01 9.76 na 16.8 96 12.0 K=K@EQ01 10.19 na 17.17 97 12.0 K = K @ EQ01 10.89 na 17.75 98 12.0 28.04 na 86 12.0 K=K@EQO2 10.36 na 17.57 87 12.0 10.64 na 88 12.0 10.78 na 89 12.0 11.28 na 90 12.0 12.42 na 91 12.0 28.09 na 11 15.5 28.75 na 2J 15.5 31.01 na TOR 15.5 35.42 na BOR 1.0 41.98 na Ui -3.0 43.77 na BF1 -3.0 44.43 na BF2 -3.0 47.43 na TEST 0.0 46.2 na 100.0 The maximum velocity is 10.83 and it occurs in the pipe between nodes 90 and 91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Paramount Fire Sytems, Inc Page 5 ADMIN AND OFFICE ZONE 1 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. MC" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D301 16.80 1.08 iT 5.762 3.500 9.000 K Factor =5.60 to 120 0.0 5.762 0.0 EQ01 16.8 0.0818 0.0 9.262 0.758 Vel = 5.88 0.0 16.80 9.758 K Factor = 5.38 D302 16.80 1.08 1E 2.305 3.500 9.000 K Factor =5.60 to 120 0.0 2.305 0.0 EQ02 16.8 0.0818 0.0 5.805 0.475 Vet = 5.88 0.0 16.80 9.475 K Factor = 5.46 101 17.41 1.08 iT 5.762 1.200 10.172 K Factor@ node EQ02 to 120 0.0 5.762 0.0 88 17.41 0.0875 0.0 6.962 0.609 Vel = 6.10 0.0 17.41 10.781 K Factor = 5.30 100 17.81 1.08 iT 5.762 1.200 10.646 K Factor @ node EQ02 to 120 0.0 5.762 0.0 89 17.81 0.0911 0.0 6.962 0.634 Vet = 6.24 0.0 17.81 11.280 K Factor = 5.30 99 18.46 1.08 1 E 2.305 2.040 11.441 K Factor © node EQ02 to 120 IT 5.762 8.067 0.0 90 18.46 0.0974 0.0 10.107 0.984 Vet = 6.47 0.0 18.46 12.425 K Factor = 5.24 94 16.95 1.639 0.0 10.370 9.644 K Factor @ node EQ02 to 120 0.0 0.0 0.0 95 16.95 0.0110 0.0 10.370 0.114 Vel= 2.58 95 16.80 1.639 0.0 11.000 9.758 K Factor @ node EQ01 to 120 0.0 0.0 0.0 96 33.75 0.0389 0.0 11.000 0.428 Vel= 5.13 96 17.17 1.639 0.0 8.450 10.186 K Factor @ node EQOI to 120 0.0 0.0 0.0 97 50.92 0.0834 0.0 8.450 0.705 Vet = 7.74 97 17.74 1.639 3E 13.09 96.370 10.891 K Factor © node EQOi to 120 IT 8.727 21.817 0.0 98 68.66 0.1451 0.0 118.187 17.147 VeI= 10.44 98 0.0 3.314 0.0 10.700 28.038 to 120 0.0 0.0 0.0 91 68.66 0.0047 0.0 10.700 0.050 VeI= 2.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 6 ADMIN AND OFFICE ZONE 1 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Ce or Ftng's Pe Pv ******* Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 68.66 28.088 K Factor= 12.96 86 17.57 1.08 IE 2.305 0.830 10.362 K Factor @ node EQ02 to 120 0.0 2.305 0.0 87 17.57 0.0890 0.0 3.135 0.279 Vel = 6.15 87 0.0 1.639 0.0 12.000 10.641 to 120 0.0 0.0 0.0 88 17.57 0.0117 0.0 12.000 0.140 Vel= 2.67 88 17.41 1.639 0.0 12.000 10.781 to 120 0.0 0.0 0.0 89 34.98 0.0416 0.0 12.000 0.499 Vel = 5.32 89 17.80 1.639 0.0 12.830 11.280 to 120 0.0 0.0 0.0 90 52.78 0.0892 0.0 12.830 1.145 Vel = 8.03 90 18.47 1.639 1 4.363 87.750 12.425 to 120 iT 8.727 13.090 0.0 91 71.25 0.1553 0.0 100.840 15.663 Vel = 10.83 91 68.66 3.314 6E 61.148 63.000 28.088 to 120 0.0 61.148 -1.516 IJ 139.91 0.0176 0.0 124.148 2.180 Vel= 5.20 IJ 0.0 3.314 1 10.191 118.750 28.752 to 120 0.0 10.191 0.0 2J 139.91 0.0176 0.0 128.941 2.263 Vel = 5.20 2J 0.0 3.314 7E 71.339 158.000 31.015 to 120 iT 21.838 93.177 0.0 TOR 139.91 0.0176 0.0 251.177 4.409 Vel = 5.20 TOR 0.0 4.31 1 16.724 18.000 35.424 to 120 1J 22.299 39.023 6.280 BOR 139.91 0.0049 0.0 57.023 0.278 Vel = 3.08 BOR 0.0 6.16 2E 40.168 8.000 41.982 to 140 iT 43.037 83.205 1.732 Ui 139.91 0.0006 0.0 91.205 0.059 VeI= 1.51 UI 0.0 5.86 7E 125.252 694.400 43.773 to 150 21 76.685 207.049 0.0 BFI 139.91 0.0007 iG 3.834 901.449 0.653 Vel = 1.66 IC 1.278 BF1 0.0 5.86 0.0 5.000 44.426 to 150 0.0 0.0 3.000 * Fixed loss = 3 BF2 139.91 0.0006 0.0 5.000 0.003 Vel = 1.66 BF2 0.0 5.86 2E 35.786 18.000 47.429 to 150 iG 3.834 77.962 -1.299 TEST 139.91 0.0007 11 38.342 95.962 0.070 Vel = 1.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 7 ADMIN AND OFFICE ZONE I Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100.00 Qa= 100.00 239.91 46.200 K Factor= 35.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Paramount Fire Sytems, Inc P.O. Box 713194 Santee, CA 92072 License # C-16 788204 619 562-6247 Job Name : KITCHEN 135 Building : RESORT FACILITY Location : CARLSBAD RESORT AND HOTEL System ZONE I Contract Data File : CR-pipin.wx5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 (X) NFPA 13 ( ) ( ) NFPA 231 ( ) Q her Specific Riling Lt. Haz. Or d. E-bz.. (X) 1 ( ) 2 ( ) 3 ( ) Ex.l-bz. NFPA 231C ( ) Figure Carve de By Det e Paramount Fire Sytems, Inc Page 1 KITCHEN 135 Date 020707 l-tydr aul I c Desi qn I nf or nBt I on Sheet l\bn- KITI-EN135 ZONE I Dete- Location - CARLSBAD RESORT AND HOTEL Bui I ding - RESORT FAO LITY System No. - ZONE I Cont r act or - PARA1vOJNT Fl RE SYSTEPIE I NC Cant r act No. - Calculated By - PG JC Dawng No. - FP-1 Constructi on: ( ) Contusti bi e (X) Non- Corrbusti bi e Ceiling Hei ght - 12' Occupancy - CRDI NARY HAZARD 1(1 TO-EN Area of Sprinkler Operati on - 1590 System Type Sprinkler/Nozzle Density - .15 ( ) ft IVbke TYCO, Area Per Sprinkler - 120 ( ) Dr ivbdel TY-FRB El evat i on at II ghest Out I et - 10' ( ) Del uge Si ze 1/2 Hose Al I oence - I nsi de - 0 ( ) Pr eact i on K- Fact or 5. 6 Rack Spri nkl er Al I once - 0 ( ) Ct her Terrp. Rat. 200 Hose Al I owance - Cat si de - 250 Not e Calculation Fl ow Raqui red - 275.98 Press Requi red - 44.99 BASE CF RISER Surrrrary C- Factor Used: 120 Over head 150 Underground W ft er Fl ow Test: Purrp Data: Tank or Reservoir: A Date of Test - 1-17-07 Cap. - T Ti ne of Test - 10:00 AM Rated Cap. - El ev. - E Static Press - 66 @Press - R Resi dual Press - 61 El ev. - VëI I Fl ow - 1075 Proof Fl ow S El evat i on - 235' U P Locat I on - ALL MJ NS ARE a RCULIJ NG HI ODEN VALLEY ROAD P L Source of I nforrrati on - PFS I CARLSBAD VATER DEPT FLGNTEST Y C Corrnodi t y Q ass Locat i on o Storage Ht. Area 4JsIe W M Storage lVèthod: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) SI ave Pal I et ( ) Sol I d Shel f ( ) Non T A ( ) MI t. Row ( ) Open Shelf 0 R K Flue Spacing a ear ance: St or age t 0 Cei Ii ng A Longi t udi nal Transverse G E 1-brizontal Barriers Provided: - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E G N Water Supply Curve (C) Paramount Fire Sytems, Inc Page 2 KITCHEN 135 Date 020707 City Water Supply: Demand: Cl - Static Pressure : 66 Dl - Elevation : 5.197 C2 - Residual Pressure: 60 . D2 - System Flow : 275.98 stem Pressure : 51.180 C2 - Residual Flow : 1075 D2 - SrAdj Hose City) ______ Hose Demand) : 250 D3 - System Demand : 525.98 Safety Margin : 13.221 150 140 130 P 120 R11° - E 100 S90 -- S 80 -- u 70 :i 60 R - _____________ ______________ - E 50 10%4nk. - D3 -_ 30 20 10 .............. 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Paramount Fire Sytems, Inc Page 3 KITCHEN 135 Date 020707 Fitting Legend Abbrev. Name 1/2 3/4 1 11% 1% 2 2½ 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 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 13 90 El Grvd-Vic#10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 I 90 Flow lhruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Paramount Fire Sytems, Inc KITCHEN 135 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual D401 12.0 5.6 10.33 na 18.0 0.15 D402 12.0 5.6 10.33 na 18.0 0.15 139 12.0 K = K@ EQOI 14.47 na 20.77 138 12.0 K= K@ EQ01 15.29 na 21.35 137 12.0 K=K@EQ01 15.97 na 21.82 136 12.0 K=K@EQ01 12.05 na 18.95 135 12.0 K=K@EQ01 12.8 na 19.53 134 12.0 K=K@EQ01 14.09 na 20.5 133 12.0 K=K@EQOI 11.62 na 18.61 132 12.0 . K=K@EQ01 11.7 na 18.67 131 12.0 K=K@EQOI 12.99 na 19.67 130 12.0 K = K @ EQ01 14.29 na 20.64 126 12.0 K=K@EQO1 13.55 na 20.09 127 12.0 15.26 na 128 12.0 16.37 na 129 12.0 17.1 na 121 12.0 KK@EQ01 11.32 na 18.37 122 12.0 K=K@EQO2 12.48 na 19.01 123 12.0 13.05 na 124 12.0 13.85 na 125 12.0 15.25 na 113 12.0 K=K@EQ01 10.87 na 18.0 114 12.0 12.41 na 115 12.0 13.03 na 116 12.0 13.65 na 117 12.0 15.02 na 118 12.0 26.34 na 119 12.0 26.44 na 120 12.0 26.74 na TOR 12.0 39.46 na BOR 1.0 44.99 na Ui -3.0 46.93 na BF1 -3.0 49.22 na BF2 -3.0 52.24 na TEST 0.0 51.18 na 250.0 Page 4 Date 020707 Area Press Req. 120 7.0 120 7.0 The maximum velocity is 14.65 and it occurs in the pipe between nodes 125 and 120 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Paramount Fire Sytems, Inc Page 5 KITCHEN 135 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11cof or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D401 18.00 1.08 IE 2.305 3.500 10.332 K Factor =5.60 to 120 0.0 2.305 0.0 EQ01 18.0 0.0929 0.0 5.805 0.539 Ve+ 6.30 0.0 18.00 10.871 K Factor = 5.46 D402 18.00 1.08 iT 5.762 3.500 10.332 K Factor = 5.60 to 120 0.0 5.762 0.0 EQ02 18.0 0.0929 0.0 9.262 0.860 VeI= 6.30 0.0 18.00 11.192 K Factor = 5.38 139 20.77 1.08 IT 5.762 0.750 14.474 K Factor @ node EQOI to 120 0.0 5.762 0.0 127 20.77 0.1212 0.0 6.512 0.789 Vel = 7.27 0.0 20.77 . 15.263 K Factor = 5.32 138 21.35 1.08 iT 5.762 2.750 15.289 K Factor @ node EQ01 to 120 0.0 5.762 0.0 128 21.35 0.1275 0.0 8.512 1.085 VeI= 7.48 0.0 21.35 16.374 K Factor = 5.28 137 21.82 1.08 iT 5.762 2.750 15.970 K Factor @ node EQ01 to 120 0.0 5.762 0.0 129 21.82 0.1326 0.0 8.512 1.129 VeI= 7.64 0.0 21.82 . 17.099 K Factor = 5.28 136 18.95 1.08 iT 5.762 4.000 12.050 K Factor @ node EQ01 to 120 0.0 5.762 0.0 123 18.95 0.1022 0.0 9.762 0.998 Vel = 6.64 0.0. 18.95 13.048 K Factor = 5.25 135 19.53 1.08 iT 5.762 4.000 12.798 K Factor @ node EQOI to 120 0.0 5.762 0.0 124 19.53 0.1081 0.0 9.762 1.055 VeI= 6.84 0.0 19.53 13.853 K Factor = 5.25 134 20.50 1.08 IT 5.762 4.000 14.095 K Factor@ node EQ01 to 120 0.0 5.762 0.0 125 20.5 0.1181 0.0 9.762 1.153 VeI= 7.18 0.0 20.50 15.248 K Factor = 5.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 6 KITCHEN 135 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 133 18.61 1.08 IT 5.762 2.290 11.618 K Factor @ node EQ01 to 120 0.0 5.762 0.0 114 18.61 0.0987 0.0 8.052 0.795 VeI= 6.52 0.0 18.61 12.413 K Factor = 5.28 132 18.67 1.08 1 E 2.305 5.290 11.700 K Factor @ node EQ01 to 120 IT 5.762 8.067 0.0 115 18.67 0.0995 0.0 13.357 1.329 VeI= 6.54 0.0 18.67 13.029 K Factor = 5.17 131 19.67 1.08 iT 5.762 0.290 12.988 K Factor @ node EQ01 to 120 0.0 5.762 0.0 116 19.67 0.1096 0.0 6.052 0.663 Vel = 6.89 0.0 19.67 13.651 K Factor = 5.32 130 20.64 1.08 IT 5.762 0.290 14.292 K Factor © node EQ01 to 120 0.0 5.762 0.0 117 20.64 0.1196 0.0 6.052 0.724 Vel = 7.23 0.0 20.64 15.016 K Factor = 5.33 126 20.09 1.08 1 2.305 12.750 13.548 K Factor @ node EQ01 to 120 0.0 2.305 0.0 127 20.09 0.1139 0.0 15.055 1.715 Vel= 7.04 127 20.77 1.639 0.0 20.000 15.263 to 120 0.0 0.0 0.0 128 40.86 0.0556 0.0 20.000 1.111 VeI= 6.21 128 21.35 1.639 0.0 6.000 16.374 to 120 0.0 0.0 0.0 129 62.21 0.1208 0.0 6.000 0.725 Vel = 9.46 129 21.82 1.639 2T 17.453 26.870 17.099 to 120 0.0 17.453 0.0 119 84.03 0.2108 0.0 44.323 9.342 Vel = 12.78 0.0 84.03 26.441 KFactor= 16.34 121 18.37 1.08 0.0 12.000 11.325 K Factor @ node EQ01 to 120 0.0 0.0 0.0 122 18.37 0.0965 0.0 12.000 1.158 Vel = 6.43 122 19.01 1.639 0.0 12.000 12.483 K Factor @ node EQ02 to 120 0.0 0.0 0.0 123 37.38 0.0471 0.0 12.000 0.565 Vel = 5.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc Page 7 KITCHEN 135 Date 020707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 123 18.95 1.639 0.0 8.000 13.048 to 120 0.0 0.0 0.0 124 56.33 0.1006 0.0 8.000 0.805 Vet = 8.57 124 19.53 1.639 0.0 8.000 13.853 to 120 0.0 0.0 0.0 125 75.86 0.1744 0.0 8.000 1.395 VeI= 11.54 125 20.50 1.639 21 17.453 24.870 15.248 to 120 0.0 17.453 0.0 120 96.36 0.2716 0.0 42.323 11.493 VeI= 14.65 0.0 96.36 26.741 KFactor= 18.63 113 18.00 1.08 1E 2.305 14.290 10.871 K Factor @ node EQOI to 120 0.0 2.305 0.0 114 18.0 0.0929 0.0 16.595 1.542 VeI= 6.30 114 18.61 1.639 0.0 13.580 12.413 to 120 0.0 0.0 0.0 115 36.61 0.0454 0.0 13.580 0.616 VeI= 5.57 115 18.67 1.639 0.0 6.410 13.029 to 120 0.0 0.0 0.0 116 55.28 0.0970 0.0 6.410 0.622 VeI= 8.41 116 19.68 1.639 0.0 8.000 13.651 to 120 0.0 0.0 0.0 117 74.96 0.1706 0.0 8.000 1.365 Vet = 11.40 117 20.64 1.639 21 17.453 24.870 15.016 to 120 0.0 17.453 0.0 118 95.6 0.2676 0.0 42.323 11.325 Vet = 14.54 118 0.0 3.314 0.0 11.540 26.341 to 120 0.0 0.0 0.0 119 95.6 0.0087 0.0 11.540 0.100 VeI= 3.56 119 84.02 3.314 0.0 10.750 26.441 to 120 0.0 0.0 0.0 120 179.62 0.0279 0.0 10.750 0.300 Vet = 6.68 120 96.36 3.314 6E 61.148 123.290 26.741 to 120 iT 21.838 82.986 0.0 TOR 275.98 0.0617 0.0 206.276 12.723 Vet = 10.27 TOR 0.0 4.31 lB 16.724 18.000 39.464 to 120 II 9.756 26.480 4.764 BOR 275.98 0.0172 0.0 44.480 0.764 Vet = 6.07 BOR 0.0 6.16 2E 40.168 8.000 44.992 to 140 IT 43.037 83.205 1.732 Ui 275.98 0.0023 0.0 91.205 0.207 VeI= 2.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Paramount Fire Sytems, Inc KITCHEN 135 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Page 8 Date 020707 Notes Ui 0.0 5.86 7E 125.252 694.400 46.931 to 150 2T 76.685 207.049 0.0 BFi 275.98 0.0025 iG 3.834 901.449 2.292 Vel = 3.28 IC 1.278 BF1 0.0 5.86 0.0 5.000 49.223 to . 150 0.0 0.0 3.000 * Fixed loss = 3 BF2 275.98 0.0026 0.0 5.000 0.013 Vel = 3.28 BF2 0.0 5.86 1G 3.834 18.000 52.236 to 150 IT 38.342 77.962 -1.299 TEST 275.98 0.0025 2E 35.786 95.962 0.243 Vel = 3.28 250.00 Qa = 250.00 525.98 51.180 KFactor= 73.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Test Hydrant Location A. A A \fo-fte>t' Hydrant ID ID No. Size Main_________ Static.............. Residual ......... ac I Pressure Drop.. _ (PDI 1).....K factor for PD! 1 Flow Hydrant(s) Hydrant I location_________________________________________________ Hydrant 2 location_________________________________________________ Hydrant 3 location_________________________________________________ Hydrant 1 Pitot So PSI GPM:/O7 5 Size of Orifice .2 Hydrant 2 Pitot PSI GPM: Size of Orifice__________ Hydrant 3 Pitot PSI GPM: Size of Orifice_________ Total:_______ NO Calculated test and flow data - 0 x PD2 k = Q2 PDI*k Static...................... Desired Residual.......20 Pressure Drop (PD 2).. K factor PD 2: __ x divided by equals GPM at 20 psi residual Q PD2k PD 1k Q2 Comments: Test conducted for: . L& Peoif tIt vj - - Conducted by: eQ---' 4-S . + Ca- k Date:—/—/7 -&-7 Time: fr STATIC PRESSURE -RES PRESSURE PROJECT SITE FLOW <IANT \ /4 . .. >Lu - -J -J > Lin NORTH VICINITY MAP N.T.S. pROTEC FIRE AICATIIPI C-16 UCEt&D M 9 788204 CAL I 6" PROJECT: CARLSdAD RANCH RESORTjAJD HOTEL 5480 GRAND ACIFIC DRIVE CARLSBAD, CA JFORNIA 92069 Paramount SCALE- Fire Systems, Inc. none DRAWN BY- P.O. Ekmr 713194 . . IC / PG 11-24-06 Santee. CA 92 DATE Phone (619) 562-6247 ProJ Mngr Fax (619562-6273 James Cheney L SHEET Lb. 0-16 #788204 r DS-1 109 L%/ ?4j J0J9I PRO!, 1171 011111, Tll~l mom Imm- - I 'i'--Q1 199 1QO !JQ ® &G ? jryp ((.Q? z>c1 oe'Vcff ooao ®<< -?,n -($( J99!9.<('C(- j--<,?_ j -10-fl®<(<L-?fl jc9 4cô Io -00qt-ç'1j0jj ic1l - R V 0 [IV ZQK c4'0 ®(<:c --WJ I 1J c(çi4'>)fl 46 ((?e pllc 10 IQ ~)cflc1c19 1'c19 .ç ii p L '/i<eooIJ JQO 49 .91 Q J. 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I (oxo) I I L1UM VGVOSC iaow I S3A1VA I (x9) saivo I (xs) ssivo I ssivo I is A13JJ.fl8 ASSO RUM I ASSO RUM I 1flOHiJM I yayog I RuM I I iJ-lM I 1100c00 IQ1Q0Q0 it - - .-.---. -.-- ,- -- - —.-;---- - I_- 1000 2000 FLOW RATES (GPM) 01 3000 252.4 0 4 j a. 0 UE 'I'ørI wd UI ( 1 OiJUUOieô1Uii i1oiü id 1 iOUri 0 OUlI X'?- FLOW RATES (Ifs) 12.6 25.2 37.9 200 400 600 FLOW RATES (GPM) OrUUOIeOlUI êoèU If 60d I iOUii 0 OUII i'- FLOW RATES (Vs) 63.1 126.2 189.3 50.5 104 Sr 1 çDO)O1 1 ai Ao ,1a)) c((3 >>2,E2',>... - )3 3/ - 3 3 .2.3 <3 ±011 od de3 3 .,2 ±°I ôêI 3 1~ ,3/a)) t1/><<> 3Q 2 ©.- .34 1/,2%> 0.® ,>--,2 1 ,2 W )).2.-'i..2,"3/43 614 I O.®I±o,), <(2._Ili2 % ((34 >®>V Capacitythru Schedule40Pipe(GPM) Pipesize 5ft/sec 7.5ft/sec lOft/sec 15ft/sec 21/2 75 112 149 224 3" 115 173 230 346 4' 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 1 458 3687 1 12" 1763 2644 . 3525 5288 -- •I•i•W4.;— lit 6i4006 I eOUIlCJE'i' &01 1 'iO OI 1 c!.Oli *ZO+ OIUUOi eOI01!. 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