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HomeMy WebLinkAbout1293 CARLSBAD VILLAGE DR; ; AS070135; Permit5/17/24, 10:11 AM AS070135 Permit Data City of Carlsbad Sprinkler Permit 1293 CARLSBAD Job Address: VILLAGE DR Permit Type: SPRINK Parcel No: 1561905300 Lot #: 0 Reference No.: Permit No: AS070135 Status: ISSUED Applied 5/21/2007 Approved: 5/21/2007 Issued: 5/21/2007 PC #: Inspector: Project Title: CARLSBAD MEDICAL VILLAGE,BLG B 3 FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: SENTRY FIRE PROTECTION 318 STATE PL ESCONDIDO, CA 760-747-7447 Owner: CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA L Fees ($) Add'I Fees ($) Total ($) Balance ($) 186 0 186 0 about:blank 1/1 4/18/2007, Area 1 HYDRAULIC CAL CULA TIONS REPORTS I ' for Carlsbad Medical Village Carlsbad Village Rd Carlsbad, C. by Sentry Fire Protection California Lió.# C-16, 612721 318 State Place Escondido, CA. 92029 Phone: (760) 747-7447 Fax: (760) 747-2777 Program is Copyright 11M FROST DESIGN SERVICES. INC. 0 1988-2000 4/18/2007 SPRINKLER SYSTEM INFORMATION Contract No Sentry Fire Protection Califórñia Lic.# C-16. 612721 Carlsbad Medical Village 318 State Place Building 'B' Rev"! - Escondido CA 1293 Carlsbad Villaae Drive 92029 Carlsbad CA Phone:' (760) 747-7447 Dwg. No 07-1159 Dated 3/07/2007 FAX: (760) 747-2777 kGENERAISYSTEM INFORMATION Hazard Description: Light Occupancy Classification: B Commodity Classification: Maximum Storage Height Area of Application: 1419 s Remote Area Name: Area I (ATTIC) TATER QU Static Pressure: 67.5000 Residual Pressure: 55.8000 Residual Flow: 1,275.0000 Elevation of Guage: 0.0001 Date: Time: 12:00 AM Party: Outside Hose: 0.0000 Inside Hose: 100.0000 at Node 2 -;_ — - IcSPRINKER INFORMATJON - I Area per Sprinkler: 120.0000 Required Min Flow/Sprinkler: 14.8300 Required Min Density: 0.1000 Sprinkler Characteristics: 5.6k QR nif The demand at node 1 is 310.6 flow at 46.339 pressure City Of Carlsbad IMN 1 - 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. © 1988-2000 . Page 1 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area I (ATTIC) F Node 1 Flow 310.6000 Diam. 8.7500 Lth 38.0000 . SPress 46.3390 T Node 2 Veloc 1.6600 C Fac 140 Fit TGT Loss 0.0983 F Los 0.0005 Equiv Elev 1.3000 Total 192.0700 EPress 44.9400 F Node 2 Flow 210.6000 Diam. 7.6800 Lth 13.0000 SPress 44.9400 T Node 3 Veloc 1.4600 C Fac 150 Fit GEE , Loss 0.0261 F Los 0.0004 Equiv Elev Total 63.1300 EPress 44.9140 F Node 3 Flow 210.6000 Diam. 7.9810 Lth 0.0001 SPress 44.9140 T Node . 4 Veloc 1.3500 C Fac 120 Fit Loss 5.1865 F Los 0.0005 Equiv 10000.0000 Elev Total 0.0000 EPress 39.7280 F Node 4 Flow 210.6000 Diam. 7.6800 Lth 76.0000 SPress 39.7280 T Node 10 Veloc 1.4600 C Fac 150 Fit EEE Loss 0.0594 F Los 0.0004 Equiv Elev Total 143.6700 EPress 39.6680 F Node .10 Flow 210.6000 Diam. 5.8600 Lth 236.0000 SPress 39.6680 T Node 11 Veloc 2.5000 C Fac 150 Fit TGGEEE Loss 0.5185 F Los 0.0015 Equiv Elev 4.3330 Total 335.7600 EPress 34.8160 F Node 11 Flow 210.6000 Diam. 6.6200 Lth 14.5000 SPress 34.8160 TNode 12 Veloc 1.9600 CFac 1. 140 Fit . . E Loss 0.0417 F Los 0.0010 Equiv Elev 1.9500 Total 43.0300 EPress 32.8250 F Node 12 Flow 210.6000 Diam. 2.7030 Lth . 10.7500 SPress 32.8250 T Node 20 Veloc 11.7700 C Fac 120 Fit E Loss 2.0297 F Los 0.1011 Equiv. Elev 4.6580 Total • 20.0700 EPress 26.1370 F Node 20 Flow 210.6000 Diem. 2.7030 Lth 32.0000 . SPress 26.1370 T Node 21 Veloc 11.7700 C Fac 120 Fit. Loss 3.2356 F Los 0.1011 Equiv Elev Total 32.0000 EPress 22.9010 F Node 21 Flow . 210.6000 Diam. 2.2030 Lth 11.8800 SPress 22.9010 T Node 22 Veloc 17.7200 C Fac 120 Fit . T Loss 6.9870. F Los 0.2738 . Equiv Elev Total 25.5200 EPress 15.9140 F Node 22 Flow 159.7000 Diam. 2.2030 Lth 7.9200 SPress 15.9140 T Node 23 Veloc 13.4400 C Fac 120 Fit Loss 1.2991 F Los 0.1640 Equiv Elev Total 7.9200 EPress 14.6150 Program is Copyright TIM FROST DESIGN SERVICES. INC. @1988-2004 - .. . Page 1 . - 411812007 . HYDRAULIC CALCULATION SUMMARY Area I (ATTIC) F Node 22 Flow 50.9000 Diam. 1.7280 Lth 25.1300 SPress 15.9140 T Node 101 'Veloc 6.9600 C Fac . 120 Fit - TT Loss 3.0713 F Los 0.0644 Equiv Elev 2.2400 Total 47.7100 EPress 10.6020 F Node 23 . Flow 99.5000 Diam. 2.2030 Lth 8.1700 SPress 146150 T Node 24 Veloc 8.3700 C Fac 120 Fit Loss 0.5576 F Los 0.0683 Equiv . Elev Total 8.1700 EPress 14.0579 F Node 23 Flow . 60.2000 Diam. 1.7280 Lth 22.6300 SPress 14.6150 T Node 104 Veloc 8.2400 C Fac 120 Fit . TT Loss. 3.9760 F Los 0.0880 Equiv Elev 2.2400 Total 45.2100 EPress 8.3990 F Node 24 Flow 50.4000 Diam. 2.2030 Lth '8.1700 SPress 14.0570 T Node 25 VeloO 4.2400 C Fac 120 Fit Loss 0.1581 F Los 0.0194 Equiv Elev Total 8.1700 EPress 13.8990 F Node .24. Flow 49.1000 Diam. 1.7280 Lth 24.5000 SPress 14.0570 T Node 108 Veloc 6.7200 C Fac - 120 Fit IT Loss 2.8366 F Los 0.0603 Equiv Elev 1.3560 Total 47.0800 EPress 9.8640 F Node 25 Flow 50.4000 Diam. 1.7280 Lth 17.0500 SPress 13.8990 T Node 111 Veloc 6.8900 C Fac 120 Fit TT Loss . 2.5025 F Los 0.0632 Equiv . Elev 0.4720 Total 39.6300 EPress 10.9240 F Node 101 Flow 33.7000 Diam. 1.7280 Lth 15.0000. SPress 10.6020 T Node 102 Veloc 4.6000 C Fac 120 Fit Loss 0.4490 F Los 0.0299 Equiv . Elev Total 15.0000 EPress 10.1530 F Node 102 Flow 15.5000 T Node 103 . Veloc 2.3000 F Node 104 Flow 45.0000 TNode 105 Veloc 6.1600 F Node 105 Flow 29.8000 T Node 106 Veloc 4.0700 Diam. 1.7280 Lth 15.0000 SPress 10.1530 C Fac . 120 Fit Loss 0.1237 F Los 0.0082 Equiv Elev Total 15.0000 EPress 10.0300 Diam. 1.7280 Lth 2.5500 SPress 8.3990 C Fac 120 Fit Loss 0.1307 F Los 0.0513 Equiv Elev Total 2.5500 EPress 8.2680 Diam. 1.7280 Lth 15.0000 SPress 8.2680 C Fac 120 Fit Loss 0.3574 F Los '0.0238 Equiv Elev Total 15.0000 EPress 7.9110 Pmgram is Copyright nM FROST DESIGN SERVICES. INC. 0 1988-2004 Page 2 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC.) F Node 106 Flow 14.8000 Diam. 1.7280 Lth 15.0000 SPress 7.9110 T Node 107 Veloc 2.0300 C Fac - 120 Fit Loss 00984 F Los 0.0066 Equiv Elev Total 15.0000 EPress 7.8120 F Node 108 Flow 32.5000 Diam. - 1.7280 Lth 13.5900 SPress . 9.8640 T Node 109 Veloc 4.4400 C Fac 120 Fit Loss 0.3809 F Los 0.0280 Equiv Elev • Total 13.5900 EPress 9.4840 F Node 109 Flow: 16.2000 Diam. 1.7280 Lth 15.0000 • SPress . 9.4840 TNode 110 Veloc 2.2100 CFac 120 Fit Loss 0.1158 F Los 0.0077 Equiv Elev Total 15.0000 EPress 9.3680 F Node 111 Flow 33.8000 . Diam. 1.7280 Lth 10.9600 SPress . 10.9240 T Node 112 • Veloc 4.6300 C Fac 120 Fit . Loss 0.3313 F Los 0.0302 Equiv Elev Total 10.9600 EPress 10.5930 F Node 112 Flow 33.8000 Diam. 1.7280 Lth 8.0000 SPress 10.5930 T Node 113 Veloc • 4.6300 C Fac 120 Fit Loss 0.2418 F Los. 0.0302 Eqüiv Elev Total 8.0000 EPress 10.3510 F Node 113 Flow 16.9000 Diam. 1.7280 Lth 15.0000 SPress 10.3510 TNode 114 Veloc 2.3100 CFac 120 Fit Loss 0.1249 F Los, 0.0083 Equiv Elev . . Total . 15.0000 EPress 10.2260 Program is Copyright TIM FROST DESIGN SERVICES. INC. 0 19882004 . Page 3 411812007 * OPERATING SPRINKLER SUMMARY Acea 1 (ATTIC) w- Lctfl 101 K Vue1ebon UFIPressure Spnnlder Tot AvaIIabIe..MOperatIng 4W Pressure '. fl re 5.3060 33.4200 17.2000 10.5610 102 5.3060 33.4200 16.9000 10.1250 103 5.3060 33.4200 16.8000 10.0040 104 5.2580 33.4200 15.2000 8.3900 . 105 5.3060 33.4200 15.2000 8.2600 . '. 106 5.3060 33.4200 14.9000 7.9090 . . . 107 5.3060 33.4200 14.8000 7.8120 . . . 108 5.3120 31.3800 16.6000 9.8050 . . . 109 5.3060 31.3800 16.3000 9.4360 . . . 110 5.3060 31.3800 . 16.2000 9.3240 . . . 111 5.0340 29.3400 16.6000 10.8100 . . . . 113 5.3060 29.3400 17.0000 10.2500 114 5.3060 29.3400 16.9000 10.1300 . 210.7000 P310.6000 66.6440 46.3390 20.3000 . Pmgram is Copyright TIM FROST DESIGN SERVICES. INC. 0 1988-2000 - Page 1 Press Scale:5 SUc$7.5 ResiduaI5S.8 Flow1275 Flow Requlre&310.6 Press Required46.339 Row Scale:lOO 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 4 0 2168 10121416 18 20 22 24 26 28 30 32 34 36 38 40 4/18/2007 n1.85 Water Supply Graph Area 1 (ATTIC) Program is Copyright TIM FROST DESIGN SERVICES. INC. 1988-2000 Page 1 FITTING SYMBOLS 45 Ell Butterfly Valve Check Valve Ell Gate Valve Long 90 Ell Tee Run Tee Program is Copyright 11M FROST DESIGN SERVICES. INC. @1988-2000 Page 1 4/18/2007 r-,-- A B C E G L R T EQUIVALENT K-VALUES Area 1 (ATTIC) 5.6000 1.0800 TE 14.8000 120 7.0030 . 6.1700 . .. 5.6000 1.0800 . TT 14.8000 . 120 7.0030 0.5000 _____________ T 5.6000 1.0800 . TE 14.8000 . 120 7.0030 3.6700 tEquiv KVaIue ?5 3122tNeW Press7 7621* 5.6000 1.0800 TEEEE 14.8000 120 . • 7.0030 . 1.0900 . 3.0900 ioth O339,New Press8 6439 Pmgmm is Copyright TIM FROST DESIGN SERVICES. INC. 0 1988.2000 • Page 1 4118t2007 Diameters and Fittings 07-1159 Nominal Sym I Sym 2 Sym 3 Sym 4 Sym S Sym 6 Sym 7 Sym 8 Sym 9 Sym 10 Actual Fit l Fit Fit 3 Fit pit F118 Fit7 Fit Fit Fit 10 Sch 40 Equiv Description C Fact Fit Multi 1.0000 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 1" Dynamread 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 1-1I2DynaRow 1.4110 2.0000 A E L T B G C 2.2030 2.0000 5.0000 3.0000 10.0000 6.0000 1.0000 11.0000 0.0000 0.0000 0.0000 2.0670 2" OynaFlow 1.3640 2.5000 A E L 1 8 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 2-1Q" DynaFlow 1.5540 6.0000 T E B G C 5.8600 30.0000 14.0000 10.0000 3.0000 32.0000 0.0000 0.0000 0.0000 0.0000 0.0000 6.0650 6 CL200 PVC 0.8460 6.0000 A E L T B G C 6.6200 7.0000 14.0000 9.0000 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 7.9810 8" CL200 PVC 0.8290 8.0000 A E I. T B C C 8.7500 9.0000 18.0000 13.0000 35.0000 12.0000 4.0000 458.0000 0.0000 0.0000 0.0000 7.9810 8 Ductile Iron 1.5650 8.0000 A E L T B C 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"Sch40 1.0000 Program is Copyright TIM FROST DESIGN SERVICES. INC. 0 1988-2003 Page 1