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HomeMy WebLinkAbout1285 CARLSBAD VILLAGE DR; BLDG D; AS070137; Permit11/3/2020 AS070137 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070137 1285 CARLSBAD Job Address: Status: ISSUED VILLAGE DR Permit Type: SPRINK Applied 5/21/2007 Parcel No: 1561905400 Approved: 5/21/2007 Lot #: 0. Reference No.: Issued: 5/21/2007 PC #: Inspector: Project Title: CARLSBAD MEDICAL VILLAGE,BLG D 3 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 1/1 ASooI 4/18/2007 Area 1 (4 HYDRAULIC CAL CULA TIONS REPORTS Carlsbad Medical Village Building 'fl' Rev 1 1285 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. S 1988-2000 4/18/2007 SPRINKLER SYSTEM INFORMATION PROJECT: Contract No Carlsbad Medical Villaae Building "D" Rev 1 1285 Carlsbad Villaae Drive Carlsbad CA Dwg. No 07-1159 Dated 3/07/2007 HYDRAULICS PERFORMED BY: CONTRACTOR:- Sentry Fire Protection California Lic.# C-16. 612721 318 State Place Escondido CA 92029 Phone: (760) 747-7447 FAX: (760) 747-2777 GENERAL SYSTEM INFORMATION: Hazard Description: Light Occupancy Classification: B Commodity Classification: Maximum Storage Height Area of Application: 1419 s Remote Area Name: Area I (ATTIC) WATER SUPPLY AVAILABILTY: Static Pressure: 67.5000 Residual Pressure: 55.8000 Residual Flow: 1,275.0000 Elevation of Guage: 0.0001 Date: Time: 12:00 AM Party: HOSE FLOW INFORMATION: Outside Hose: 0.0000 Inside Hose: 100.0000 at Node 2 SPRINKLER INFORMATION: Area per Sprinkler: 120.0000 Required Min Flow/Sprinkler: 14.8300 Required Min Density: 0.1000 Sprinkler Characteristics: 5.6k QR DEMAND INFORMATION: The demand at node 1 is - 336.9 flow at 49.747 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. © 1988-2000 Page 1 4/1812007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) r0m Node Flow Diameter Length Start Press -o Node Velocity C Factor Fit Codes Total Loss Fric Loss Equiv. Fit Elev Loss Total Length End Press F Node 1 Flow 336.9000 Diam. 8.7500 Lth 38.0000 SPress 49.7470 T Node 2 Veloc 1.8000 C Fac 140 Fit TGT Loss 0.1142 F Los 0.0006 Equiv Elev 1.3000 Total 192.0700 EPress 48.3330 F Node 2 Flow 236.9000 Diam. 7.6800 Lth 13.0000 SPress 48.3330 T Node 3 Veloc 1.6400 C Fac 150 Fit GEE Loss 0.0325 F Los 0.0005 Equiv Elev Total 63.1300 EPress 48.3000 F Node 3 Flow 236.9000 Diam. 7.9810 Lth 0.0001 SPress 48.3000 T Node 4 Veloc 1.5200 C Fac 120 Fit Loss 5.3738 F Los 0.0006 Equiv 8,333.3300 Elev Total 8,333.3300 EPress 42.9260 F Node 4 Flow 236.9000 Diam. 7.6800 Lth 71.0000 SPress 42.9260 T Node 10 Veloc 1.6400 C Fac 150 Fit EEE Loss 0.0713 F Los 0.0005 Equiv Elev Total 138.6700 EPress 42.8550 F Node 10 Flow 236.9000 Diam. 5.8600 Lth 184.0000 SPress 42.8550 T Node 11 Veloc 2.8200 C Fac 150 Fit TGGEEE Loss 0.5449 F Los 0.0019 Equiv Elev 4.3330 Total 283.7600 EPress 37.9770 F Node 11 Flow 236.9000 Diam. 6.6200 Lth 14.5000 SPress 37.9770 T Node 12 Veloc 2.2100 C Fac 140 Fit E Loss 0.0518 F Los 0.0012 Equiv Elev 1.9500 Total 43.0300 EPress 35.9750 F Node 12 Flow 236.9000 Diam. 2.7030 Lth 10.7500 SPress 35.9750 T Node 20 Veloc 13.2400 C Fac 120 Fit E Loss 2.5236 F Los 0.1257 Equiv Elev 4.6580 Total 20.0700 EPress 28.7930 F Node 20 Flow 236.9000 Diam. 2.7030 Lth 32.0000 SPress 28.7930 T Node 21 Veloc 13.2400 C Fac 120 Fit Loss 4.0229 F Los 0.1257 Equiv Elev Total 32.0000 EPress 24.7700 F Node 21. Flow 236.9000 Diam. 2.2030 Lth 11.8800 SPress 24.7700 T Node 22 Veloc 19.9300 C Fac 120 Fit T Loss 8.6873 F Los 0.3404 Equiv Elev Total 25.5200 EPress 16.0830 F Node 22 Flow 171.3000 Diam. 2.2030 Lth 7.9200 SPress 16.0830 T Node 23 Veloc 14.4200 C Fac 120 Fit Loss 1.4792 F Los 0.1868 Equiv Elev Total 7.9200 EPress 14.6040 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 65.6000 Diam. 1.7280 Lth 9.8800 SPress 16.0830 T Node 101 Veloc 8.9700 C Fac 120 Fit U Loss 3.3416 F Los 0.1030 Equiv Elev 2.2400 Total 32.4600 EPress 10.5010 F Node 23 Flow 111.1000 Diam. 2.2030 Lth 8.1700 SPress 14.6040 T Node 24 Veloc 9.3500 C Fac 120 Fit Loss 0.6849 F Los 0.0838 Equiv Elev Total 8.1700 EPress .13.9190 F Node 23 Flow 60.1000 Diam. 1.7280 Lth 22.6300 SPress 14.6040 I Node 105 Veloc 8.2300 C Fac 120 Fit U Loss 3.9662 F Los 0.0877 Equiv Elev 2.2400 Total 45.2100 EPress 8.3970 F Node 24 Flow 62.3000 Diam. 2.2030 Lth 8.1700 SPress 13.9190 T Node 25 Veloc 5.2400 C Fac 120 Fit Loss 0.2343 F Los 0.0287 Equiv Elev Total 8.1700 EPress 13.6840 F Node 24 Flow 48.9000 Diam. 1.7280 Lth 24.5000 SPress 13.9190 T Node 109 Veloc 6.6800 C Fac 120 Fit U Loss 2.8117 F Los 0.0597 Equiv Elev 1.3560 Total 47.0800 EPress 9.7510 F Node 25 Flow 62.3000 Diam. 1.7280 Lth 17.0500 SPress 13.6840 T Node 112 Veloc 8.5200 C Fac 120 Fit U Loss 3.7077 F Los 0.0936 Equiv Elev 0.4720 Total 39.6300 EPress 9.5040 F Node 101 Flow 48.4000 Diam. 1.7280 Lth 15.2500 SPress 10.5010 T Node 102 Veloc 6.6200 C Fac 120 Fit Loss 0.8957 F Los 0.0587 Equiv Elev Total 15.2500 EPress 9.6050 F Node 102 Flow 32.0000 Diam. 1.7280 Lth 15.0000 SPress 9.6050 T Node 103 Veloc 4.3800 C Fac 120 Fit Loss 0.4095 F Los 0.0273 Equiv Elev Total 15.0000 EPress 9.1960 F Node 103 Flow 16.0000 Diam. 1.7280 Lth 15.0000 SPress 9.1960 T Node 104 Veloc 2.1800 C Fac 120 Fit Loss 0.1128 F Los 0.0075 Equiv Elev Total 15.0000 EPress 9.0830 F Node 105 Flow 44.9000 Diam. 1.7280 Lth 2.5500 SPress 8.3970 T Node 106 Veloc 6.1500 C Fac 120 Fit Loss 0.1304 F Los 0.0511 Equiv Elev Total 2.5500 EPress 8.2670 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2004 Page 2 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area I (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 106 Flow 29.7000 Diam. 1.7280 Lth 15.0000 SPress 8.2670 T Node 107 Veloc 4.0600 C Fac 120 Fit Loss 0.3564 F Los 0.0238 Equiv Elev Total 15.0000 EPress 7.9100 F Node 107 Flow 14.8000 Diam. 1.7280 Lth 15.0000 SPress 7.9100 T Node 108 Veloc 2.0300 C Fac 120 Fit Loss 0.0982 F Los 0.0065 Equiv Elev Total 15.0000 EPress 7.8120 F Node 109 Flow 32.3000 Diam. 1.7280 Lth 13.5900 SPress 9.7510 T Node 110 Veloc 4.4200 C Fac 120 Fit Loss 0.3775 F Los 0.0278 Equiv Elev Total 13.5900 EPress 9.3730 F Node 110 Flow 16.1000 Diam. 1.7280 Lth 15.0000 SPress 9.3730 TNode 111 Veloc 2.2000 CFac 120 Fit Loss 0.1148 F Los 0.0077 Equiv Elev Total 15.0000 EPress 9.2580 F Node 112 Flow 46.8000 Diam. 1.7280 Lth 11.9600 SPress 9.5040 I Node 113 Veloc 6.4000 C Fac 120 Fit Loss 0.6591 F Los 0.0551 Equiv Elev Total 11.9600 EPress 8.8450 F Node 113 Flow 31.0000 Diam. 1.7280 Lth 8.0000 SPress 8.8450 T Node 114 Veloc 4.2500 C Fac 120 Fit Loss 0.2062 F Los 0.0258 Equiv Elev Total 8.0000 EPress 8.6390 F Node 114 Flow 15.5000 Diam. 1.7280 Lth 15.0000 SPress 8.6390 I Node 115 Veloc 2.1200 C Fac 120 Fit Loss 0.1065 F Los 0.0071 Equiv Elev Total 15.0000 EPress 8.5330 Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2004 Page 3 4/18/2007 OPERATING SPRINKLER SUMMARY Area 1 (ATTIC) HEADS INFORMATION SYSTEM DEMAND INFORMATION PUMPS INFORMATION Lctn K-Value Elevation Flow Pressure Sprinkler Total Available Operating Cushion In Out Flow Pressure Flow Flow Pressure Pressure Node Node 101 5.3060 33.4200 17.2000 10.4520 102 5.3060 33.4200 16.4000 9.5700 103 5.3060 33.4200 16.1000 9.1670 104 5.3060 33.4200 16.0000 9.0550 105 5.2580 33.4200 15.2000 8.3720 106 5.3060 33.4200 15.2000 8.2430 107 5.3060 33.4200 14.9000 7.8900 108 5.3060 33.4200 14.8000 7.7930 109 5.3120 31.3800 16.6000 9.7100 110 5.3060 31.3800 16.2000 9.3400 111 5.3060 31.3800 16.1000 9.2280 112 5.0340 29.3400 15.5000 9.4680 113 5.3060 29.3400 15.8000 8.8160 114 5.3060 29.3400 15.6000 8.6140 115 5.3060 29.3400 15.5000 8.5100 236.9000 336.9000 66.5060 49.7470 16.7500 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 Static:67.5 Flow Scale:lOO Residual:55.8 Flow1275 Flow Required:336.9 Press Required49.747 17 16 ..I 15 14 - 13 12 N.......................................................... ................................................................ ...... .... 11 . .................................................................................................................................................................................................................... H _ - - 268 101214 16 18 20 22 24 26 28 30 32 34 36 38 40 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2000 Page 1 4/18/2007 FITTING SYMBOLS Symbol - Description A 45E11 B Butterfly Valve C Check Valve E Eli G Gate Valve L Long 90 Eli 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 6.1700 Description #1 Equiv K Value 5.2577 New Press 7.9239 5.6000 1.0800 TT 14.8000 120 7.0030 0.5000 Description #2 Equiv K Value 5.3059 New Press 7.7806 5.6000 1.0800 TE 14.8000 120 7.0030 3.6700 Description #3 I Equiv K Value 5.3122 New Press 7.7621 5.6000 1.0800 TEEEE 14.8000 120 7.0030 1.0900 3.0900 Description #4 Equiv K Value 5.0339 New Press 8.6439 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 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 10 Actuyl P.11 F4 2 F1 3 P44 P1(5 Fit Fit 7 Fit P49 Fit 10 Sch 40 Equlv 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 1' DyrtaThread 1.1520 1.5000 A S L T C 1.7280 2.0000 4.0000 2.0000 8.0000 9.0000 0.0000 0.0000 0.0000 0.0000 00000 1.6100 1-1/2DynaFIow 1.4110 2.0000 A S L T B G C 2.2030 2.0000 5.0000 3.0000 10.0000 60000 1.0000 11.0000 0.0000 0.0000 0.0000 20670 2" DynaFlow 1.3640 2.5000 A E L I 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" DynaFlow 1.5540 6.0000 . T E B G C 5.0600 30.0000 14.0000 10.0000 3.0000 320000 0.0000 00000 0.0000 0.0000 0.0000 60650 6" CL200 PVC 0.8460 6.0000 A S L I B C 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 00000 0.0000 0.0000 79810 8" CL200 PVC 0.8290 8.0000 A S L T B G 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 80000 A B L T B G C 7.9810 90000 10.0000 13.0000 35.0000 120000 4.0000 45.0000 0.0000 0.0000 0.0000 79810 8" Sch 40 1.0000 Program is Copyright TIM FROST DESIGN SERVICES, INC. 6)1988-2003 Page 1