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1289 CARLSBAD VILLAGE DR; C; AS070136; Permit
City of Carlsbad Sprinkler Permit Permit No: AS070136 1289 CARLSBAD Job Address: VILLAGE DR Permit Type: SPRINK Parcel No: 1561905400 Lot #: 0 Reference No.: Status: ISSUED Applied 5/21/2007 Approved: 5/21/2007 Issued: 5/21/2007 Inspector: Project Title: CARLSBAD MEDICAL VILLAGE,BLG C 3 FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: SENTRY FIRE PROTECTION 318 STATE PL ESCONDIDO, CA 760-747-7447 Owner: CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 186 0 186 0 4118/2OO7 Area 1 ( HYDRAULIC CALCULATIONS REPORTS Carlsbad Medical Village Building "C' Rev I 1289 Carlsbad Village Drive Carlsbad, CA. for Carlsbad Medical Village Carlsbad Village Rd Carlsbad, C. by Sentry Fire Protection California Lic.# C-16, 612721 318 State Place Escondido, CA. 92029 Phone: (760) 747-7447 Fax: (760) 747-2777 Program is Copyright TIM FROST DESIGN SERVICES, INC. 01988-2000 4/18/2007 SPRINKLER SYSTEM INFORMATION CONTRACTOR: Contract No Carlsbad Medical Villaae Building "C' Rev I 1289 Carlsbad Villacie Drive Carlsbad CA Dwg. No 07-1159 Dated 3/07/2007 HYDRAULICS PERFORMED BY:_________ Sentry Fire Protection California Lic.# C-16, 612721 318 State Place Escondido CA 92029 Phone: (760) 747-7447 FAX: (760) 747-2777 ENERAL SYSTEM INFORMATION: Hazard Description: Light Occupancy Classification: B Commodity Classification.- Maximum Storage Height Area of Application: 1419 s Remote Area Name: Area 1 (ATTIC) WATER SUPPLY AVAILABILTY: Static Pressure: 67.5000 Residual Pressure: 55.8000 Residual Flow: 1,275.0000 Elevation of Guage: 0.0001 Date: I / Time: 12:00 AM Party: HOSE FLOWINFORMATION: Outside Hose: 0.0000 Inside Hose: 100.0000 at Node L1NKLERINFORMATION: Area per Sprinkler: 120.0000 Required Min Flow/Sprinkler: 14.8300 Required Min Density: 0.1000 Sprinkler Characteristics: 5.6k QR DEMANDFORMA1iON: The demand at node 1 is 407.4 flow at 57.508 pressure APPROVING AUTHORITY: City Of Carlsbad COMMENTS: Static pressure redeuced by a 10% factor. Additional Pressure of 5 is added at nodes 3 to 4 for DCDA Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2000 Page 1 4/18/2007' HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) From Node Flow Diameter Length Start Press To Node Velocity C Factor Fit Codes Total Loss Eric Loss Equiv. Fit. Elev Loss Total Length End Press F Node 1 Flow 407.4000 Diam. 8.7500 Lth 38.0000 SPress 57.5080 I Node 2 Veloc 2.1700 C Fac 140 Fit TGT Loss 0.1624 F Los 0.0008 Equiv Elev 1.3000 Total 192.0700 EPress 56.0460 F Node 2 Flow 307.4000 Diam. 7.6800 Lth 13.0000 SPress 56.0460 T Node 3 Veloc 2.1300 C Fac 150 Fit GEE Loss 0.0526 F Los 0.0008 Equiv Elev Total 63.1300 EPress 55.9930 F Node 3 Flow 307.4000 Diam. 7.9810 Lth 0.0001 SPress 55.9930 T Node 4 Veloc 1.9700 C Fac 120 Fit Loss 5.2263 F Los 0.0010 Equiv 5000.0000 Elev Total 5,000.0000 EPress 50.7670, F Node 4 Flow 307.4000 Diam. 7.6800 Lth 74.0000 SPress 50.7670 T Node 10 Veloc 2.1300 C Fac 150 Fit EEE Loss 0.1181 F Los 0.0008 Equiv Elev Total 141.6700 EPress 50.6490 F Node 10 Flow 307.4000 Diam. 5.8600 Lth 257.0000 SPress 50.6490 T Node 11 Veloc 3.6600 C Fac 150 Fit TGGEEE Loss 1.1104 F Los 0.0031 Equiv Elev 4.3330 Total 356.7600 EPress 45.2050 F Node 11 Flow 307.4000 Diam. 6.6200 Lth 14.5000 SPress 45.2050 T Node 12 Veloc 2.8700 C Fac 140 Fit E Loss 0.0840 F Los 0.0020 Equiv Elev 1.9500 Total 43.0300 EPress 43.1710 F Node 12 Flow 307.4000 Diam. 2.7030 Lth 10.7500 SPress 43.1710 T Node 20 Veloc 17.1900 C Fac 120 Fit E Loss 4.0906 F Los 0.2038 Equiv Elev 4.6580 Total 20.0700 EPress 34.4220 F Node 20 Flow 307.4000 Diam. 2.7030 Lth 59.0000 SPress 34.4220 T Node 21 Veloc 17.1900 C Fac 120 Fit Loss 12.0227 F Los 0.2038 Equiv Elev Total 59.0000 EPress 22.3990 F Node 21 Flow 63.2000 Diam. 2.2030 Lth 4.8800 SPress 22.3990 T Node 22 Veloc 5.3200 C Fac 120 Fit T Loss 0.5457 F Los 0.0295 Equiv Elev Total 18.5200 EPress 21.8540 F Node 21 Flow 244.2000 Diam. 2.2030 Lth 3.5500 SPress 22.3990 TNode 23 Veloc 20.5600 CFac 120 Fit T Loss 6.1937 F Los 0.3603 Equiv Elev Total 17.1900 EPress 16.2050 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2004 Page 1 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) From Node Flow Diameter Length Start Press To Node Velocity C Factor Fit Codes Total Loss Fric Loss Equiv. Fit. Elev Loss Total Length End Press F Node 22 Flow 63.2000 Diam. 1.7280 Lth 71.5900 SPress 21.8540 T Node 101 Veloc 8.6400 C Fac 120 Fit TTE Loss 9.5968 F Los 0.0962 Equiv Elev 0.4720 Total 99.8100 EPress 11.7840 F Node 23 Flow 188.0000 Diam. 2.2030 Lth 8.4200 SPress 16.2050 T Node 24 Veloc 15.8200 C Fac 120 Fit Loss 1.8682 F Los 0.2219 Equiv Elev Total 8.4200 EPress 14.3370 F Node 23 Flow 56.3000 Diam. 1.7280 Lth 51.3400 SPress 16.2050 T Node 107 Veloc 7.7000 C Fac 120 Fit TIE Loss 6.1672 F Los 0.0775 Equiv Elev 1.3560 Total 79.5600 EPress 8.6820 F Node 24 Flow 142.2000 Diam. 2.2030 Lth 7.6700 SPress 14.3370 T Node 25 Veloc 11.9600 C Fac 120 Fit Loss 1.0143 F Los 0.1322 Equiv Elev Total 7.6700 EPress 13.3230 F Node 24 Flow 45.8000 Diam. 1.7280 Lth 21.0500 SPress 14.3370 TNode 115 Veloc 6.2700 CFac 120 Fit U Loss 2.3136 F Los 0.0530 Equiv Elev 2.2400 Total 43.6300 EPress 9.7830 F Node 25 Flow 105.9000 Diam. 2.2030 Lth 8.4200 SPress 13.3230 T Node 26 Veloc 8.9100 C Fac 120 Fit Loss 0.6452 F Los 0.0766 Equiv Elev Total 6.4200 EPress 12.6780 F Node 25 Flow 36.3000 Diam. 1.7280 Lth 21.0500 SPress 13.3230 TNode 119 Veloc 4.9600 CFac 120 Fit IT Loss 1.5007 F Los 0.0344 Equiv Elev 2.2400 Total 43.6300 EPress 9.5820 F Node 26 Flow 41.3000 Diam. 2.2030 Lth 8.4200 SPress 12.6780 T Node 27 Veloc 3.4800 C Fac 120 Fit Loss 0.1129 F Los 0.0134 Equiv Elev Total 8.4200 EPress 12.5650 F Node 26 Flow 64.6000 Diam. 1.7280 Lth 7.6300 SPress 12.6780 T Node 114 Veloc 8.8300 C Fac 120 Fit U Loss 3.0220 F Los 0.1000 Equiv Elev 1.3560 Total 30.2100 EPress 8.2990 F Node 27 Flow 41.3000 Diam. 1.7280 Lth 6.0900 SPress 12.5650 T Node 106 Veloc 5.6500 C Fac 120 Fit U Loss 1.2543 F Los 0.0438 Equiv Elev 0.4720 Total 28.6700 EPress 10.8380 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2004 Page 2 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) From Node Flow - ameter, Length Start Press To Node Velocity C Factor Fnc Loss Fit Codes Equiv. Fit. Total Length Total Loss Elev Loss End Press F Node 101 Flow 45.1000 Diam. 1.7280 Lth 15.0000 SPress 11.7840 T Node 102 Veloc 6.1800 C Fac 120 Fit Loss .0.7736 F Los 0.0516 Equiv Elev Total 15.0000 EPress 11.0110 F Node 102 Flow 27.7000 Diam. 1.7280 Lth 9.6300 SPress 11.0110 T Node 103 Veloc 3.7800 C Fac 120 Fit E Loss 0.3180 F Los 0.0208 Equiv Elev Total 15.2700 EPress 10.6930 F Node 103 Flow 10.4000 Diam. 1.7280 Lth 15.0000 SPress 10.6930 T Node 104 Veloc 1.4300 C Fac 120 Fit Loss 0.0513 F Los 0.0034 Equiv Elev Total 15.0000 EPress 10.6420 F Node 104 Flow -6.8000 Diam. 1.7280 Lth 15.0000 SPress 10.6420 T Node 105 Veloc 0.9300 C Fac 120 Fit Loss 0.0230 F Los 0.0015 Equiv Elev Total 15.0000 EPress 10.6650 F Node 105 Flow -24.0000 Diam. 1.7280 Lth 10.8800 SPress 10.6650 T Node 106 Veloc 3.2800 C Fac 120 Fit Loss 0.1738 F Los 0.0160 Equiv Elev Total 10.8800 EPress 10.8380 F Node 107 Flow 40.7000 Diam. 1.7280 Lth 11.0000 SPress 8.6820 T Node 108 Veloc 5.5600 C Fac 120 Fit Loss 0.4675 F Los 0.0425 Equiv Elev Total 11.0000 EPress 8.2140 F Node 108 Flow 25.5000 Diam. 1.7280 Lth 9.3400 SPress 8.2140 T Node 109 Veloc 3.4900 C Fac 120 Fit E Loss 0.2679 F Los 0.0179 Equiv Elev Total 14.9800 EPress 7.9470 F Node 109 Flow 10.5000 Diam. 1.7280 Lth 8.0000 SPress 7.9470 T Node 110 Veloc 1.4400 C Fac 120 Fit Loss 0.0278 F Los 0.0035 Equiv Elev Total 8.0000 EPress 7.9190 F Node 110 Flow -4.4000 Diam. 1.7280 Lth 14.5000 SPress 7.9190 TNode 111 Veloc 0.6000 CFac 120 Fit Loss 0.0100 F Los 0.0007 Equiv Elev Total 14.5000 EPress 7.9290 F Node 111 Flow -19.2000 Diam. 1.7280 Lth 0.5000 SPress 7.9290 I Node 112 Veloc 2.6300 C Fac 120 Fit Loss 0.0053 F Los 0.0106 Equiv Elev Total 0.5000 EPress 7.9340 Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2004 Page 3 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) - From Node HOW Dmeter Length Start Press To Node Velocity C Factor Fit Codes Total Loss Eric Loss Equiv. Fit. Elev Loss L Total Length End Press F Node 112 Flow -34.2000 Diam. 1.7280 Lth 10.8800 SPress 7.9340 T Node 113 Veloc 4.6700 C Fac 120 Fit Loss 0.3349 F Los 0.0308 Equiv Elev Total 10.8800 EPress 8.2690 F Node 113 Flow -49.4000 Diam. 1.7280 Lth 0.5000 SPress 8.2690 T Node 114 Veloc 6.7600 C Fac 120 Fit Loss 0.0305 F Los 0.0609 Equiv Elev Total 0.5000 EPress 8.2990 F Node 115 Flow 29.2000 Diam. 1.7280 Lth 11.0000 SPress 9.7830 T Node 116 Veloc 4.0000 C Fac 120 Fit Loss 0.2536 F Los 0.0231 Equiv Elev Total 11.0000 EPress 9.5300 F Node 116 Flow 12.8000 Diam. 1.7280 Lth 10.0000 SPress 9.5300 T Node 117 Veloc 1.7600 C Fac 120 Fit E Loss 0.0785 F Los 0.0050 Equiv Elev Total 15.6400 EPress 9.4510 F Node 117 Flow -3.5000 Diam. 1.7280 Lth 10.0000 SPress 9.4510 T Node 118 Veloc 0.4800 C Fac 120 Fit E Loss 0.0071 F Los 0.0005 Equiv Elev Total 15.6400 EPress 9.4580 F Node 118 Flow -19.8000 Diam. 1.7280 Lth 11.0000 SPress 9.4580 T Node 119 Veloc 2.7100 C Fac 120 Fit Loss 0.1237 F Los 0.0112 Equiv Elev Total 11.0000 EPress 9.5820 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 988-2004 Page 4 4/18/2007 OPERATING SPRINKLER SUMMARY Area 1 (ATTIC) HEADS INFORMATION SYSTEM DEMAND INFORMATION PUMPS INFORMATION Loin K-Value Elevation Flow Pressure Sprinkler Total Available Operating Cushion In Out Flow Pressure Flow Flow Pressure Pressure Node Node 101 5.3060 29.3400 18.1000 11.6080 102 5.3060 29.3400 17.5000 10.8780 103 5.3060 29.3400 17.3000 10.5750 104 5.3060 29.3400 17.2000 10.5240 105 5.3060 29.3400 17.2000 10.5430 106 5.3060 29.3400 17.4000 10.7010 107 5.3060 31.3600 15.6000 8.6420 108 5.3060 31.3800 15.2000 8.1960 109 5.3060 31.3800 15.0000 7.9390 110 5.3060 31.3800 14.9000 7.9130 111 5.2670 31.3800 148000 7.9290 112 5.3060 31.3800 14.9000 7.9280 113 5.3060 31.3800 15.2000 8.2520 114 5.2670 313800 15.2000 8.2880 115 5.3060 33.4200 16.6000 9.7860 116 5.3060 33.4200 16.4000 9.5460 117 5.3060 33.4200 16.3000 9.4720 118 5.3060 33.4200 16.3000 9.4790 119 5.3060 33.4200 16.4000 9.5960 307.6000 407.4000 66.0860 57.5080 8.5700 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2000 Page 1 4/18/2007 n1.85 Water Supply Graph Area 1 (ATTIC) Press Scale.5 Static67.5 Residual:55.8 FIow1275 Flow Required:407.4 Press Required:57.508 Flow Scale: 100 17 ................................................. 16 15 14 .. 13 ........ .................................................................... ........ ............ ........... - ....................................................... ............ .. ................. ........................... ............. 12 .............. .........1. 10 9 ... ...................................................... 2,................................................................................................................................................................................................. 1 N 0 68 10121416 18 20 22 24 26 28 30 32 34 36 38 40 Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2000 Page 1 4/18/2007 FITTING SYMBOLS [Symbol Description A 45E11 B Butterfly Valve C Check Valve E Ell G Gate Valve L Long 90 Ell R Tee Run T Tee Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2000 Page 1 4/18/2007 EQUIVALENT K-VALUES Area 1 (ATTIC) K Value Diameter Fit Codes Flow C Factor. Equiv Lth of Fit Press Elevation Length 5.6000 1.0800 TE 14.8000 120 7.0030 5.7500 Description #1 5.2667 New Press 7.8967 5.6000 1.0800 TT 14.8000 120 7.0030 0.5000 Description #2 Equiv K Value 5.3059 New Press 7.7806 Program is Copyright 11M FROST DESIGN SERVICES, INC. © 1988-2000 Page 1 4/18/2007 Diameters and Fittings 07-1159 Nominal Sym 1 Sym 2 Sym 3 Sym 4 Sym 5 Sym 6 Sym 7 Sym 8 Sym S Sym ID Actual Fit I Fit 2 Fit 3 Fit 4 Pit Fit S Fit 7 Fit S Fit Fit 10 Sch 40 Equjv Description C Fact Fit Multi 10000 A E L T C 1.0800 1.0000 2.0000 2.0000 5.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0490 Dynaltiread 1.1520 1.5000 A E L T C 1.7280 2.0000 4.0000 2.0000 8.0000 9.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.6100 1-112 DynaFlow 1.4110 2.0000 A E L T B C C 2.2030 2.0000 5.0000 3.0000 10.0000 60000 1.0000 11.0000 00000 0.0000 0.0000 2.0670 oynaFtow 1.3640 25000 A 6 L T B G C 2.7030 3,0000 6.0000 4.0000 12.0000 7.0000 1.0000 14.0000 0.0000 0.0000 0.0000 2.4690 2-1/2" DynaFtow 1.5540 6.0000 T E B C C 5.8600 30.0000 14.0000 10.0000 3.0000 320000 0.0000 0.0000 0.0000 0.0000 0.0000 6.0650 6' CL200 PVC 0.8460 60000 A E L T B C C 6.6200 70000 14.0000 90000 30.0000 10.0000 3.0000 32.0000 0.0000 0.0000 0.0000 6.0650 6" Ductile Iron 1.5320 8,0000 T E B G C 7.6800 35.0000 18.0000 12,0000 4.0000 45.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7,9610 8' CL200 PVC 08290 8.0000 A E L T B C C 83500 9.0000 18.0000 13.0000 35.0000 12.0000 4.0000 458.0000 0.0000 0,0000 0.0000 7.9810 T' Ductile Iron 1.5650 8.0000 A E L T B G C 7.9810 9.0000 18.0000 13.0000 35,0000 12.0000 4.0000 45.0000 0.0000 0.0000 0.0000 7.9810 8" Sob 40 1.0000 Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2003 Page 1