Loading...
HomeMy WebLinkAbout1297 CARLSBAD VILLAGE DR; BLDG A; AS070129; Permit11/3/2020 AS070129 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070129 1297 CARLSBAD Job Address: Status: ISSUED VILLAGE DR Permit Type: SPRINK Applied 5/17/2007 Parcel No: 1561905300 Approved: 5/17/2007 Lot #: 0 Reference No.: Issued: 5/17/2007 PC #: Inspector: Project Title: CARLSBAD MEDICAL VILLAGE,BLG A 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'I Fees ($) Total ($) Balance ($) 186 0 186 0 1/1 4/1 (2'OG7 Area 1 (4 HYDRAULIC CALCULATIONS REPORTS Carlsbad Medical Village Building "A' Rev 1 1297 Carlsbad Village Drive Carlsbad, CA for Carlsbad Medical Village 5(e Carlsbad Village Rd L Carlsbad, C. TED 4OT PRO RESUBMIT CUEC IS OL'( FOR I J1TN T4t SGN CCC .' NE GVEt :' TNE GO1CT TI ISPONSlBE 3 BE COIIIRED iTl Di1LNSIOS R EED AT ThE 1D13 1O CRUk1 AND FOR CODDDINA O ThE SI1f- by *' OF Mt 1RADES. Sentry Fire Protection California Lic.# C-16, 612721 318 State Place Escondido, CA. 92029 Phone ñ2t7ED Program is Copyright TIM FROST DESIGN SERVICES INC. 0 19882000 ,Sô7-oI2°l 4/18/2007 SPRINKLER SYSTEM INFORMATION PROJECT ----- Contract No Carlsbad Medical Villaqe Building "A" Rev 1 1297 Carlsbad Villaae Drive Carlsbad CA Dwg. No 07-1159 Dated 3/07/2007 LYULICS PERFORMED BY: CTOR Sentry Fire Protection California Lic.# C-16, 612721 318 State Place Escondido CA 92029 Phone: (760) 747-7447 FAX: (760) 747-2777 L GENERAL SYSTEM INFORMATION: Hazard Description: Light Occupancy Classification: B Commodity Classification: Maximum Storage Height Area of Application: 1419 sf 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: Time: 12:00 AM Party: Outside Hose: 0.0000 Inside Hose: 100.0000 at Node 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 388.2 flow at 51.995 pressure rAPPROVING AUTHORITY: City Of Carlsbad PMENTSi_ Static pressure redeuced by a 10% factor. Additional Pressure of 5 is added at nodes 3 to 4 for DCDA Program is Copyaght TIM FROST DESIGN SERVICES, INC 0 1988-2000 Page 1 4/18/2Q07 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) From [ode 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 388.2000 Diam. 8.7500 Lth 38.0000 SPress 51.9950 I Node 2 Veloc 2.0700 C Fac 140 Fit TGT Loss 0.1485 F Los 0.0008 Equiv Elev 1.3000 Total 192.0700 EPress 50.5470 F Node 2 Flow 288.2000 Diam. 7.6800 Lth 13.0000 SPress 50.5470 I Node 3 Veloc 2.0000 C Fac 150 Fit GEE Loss 0.0467 F Los 0.0007 Equiv Elev Total 63.1300 EPress 50.5000 F Node 3 Flow 288.2000 Diam. 7.9810 Lth 0.0001 SPress 50.5000 TNode 4 Veloc 1.8500 CFac 120 Fit Loss 5.1509 F Los 0.0009 Equiv 5,555.5600 Elev Total 5,555.5600 EPress 45.3490 F Node 4 Flow 288.2000 Diam. 7.6800 Lth 88.0000 SPress 45.3490 T Node 10 Veloc 2.0000 C Fac 150 Fit EEE Loss 0.1151 F Los 0.0007 Equiv Elev Total 155.6700 EPress 45.2340 F Node 10 Flow 288.2000 Diam. 5.8600 Lth 225.0000 SPress 45.2340 T Node 11 Veloc 3.4300 C Fac 150 Fit EGGEEE Loss 0.8401 F Los 0.0028 Equiv Elev 4.3330 Total 304.2900 EPress 40.0600 F Node 11 Flow 288.2000 Diam. 6.6200 Lth 14.5000 SPress 40.0600 I Node 12 Veloc 2.6900 C Fac 140 Fit E Loss 0.0745 F Los 0.0017 Equiv Elev 1.9500 Total 43.0300 EPress 38.0360 F Node 12 Flow 288.2000 Diam. 2.7030 Lth 10.7500 SPress 38.0360 T Node 20 Veloc 16.1100 C Fac 120 Fit E Loss 3.6285 F Los 0.1808 Equiv Elev 4.6580 Total 20.0700 EPress 29.7490 F Node 20 Flow 288.2000 Diam. 2.7030 Lth 49.8400 SPress 29.7490 TNode 21 Veloc 16.1100 CFac 120 Fit Loss 9.0088 F Los 0.1808 Equiv Elev Total 49.8400 EPress 20.7400 F Node 21 Flow 67.4000 Diam. 2.2030 Lth 4.7100 SPress 20.7400 T Node 22 Veloc 5.6700 C Fac 120 Fit T Loss 0.6094 F Los 0.0332 Equiv Elev Total 18.3500 EPress 20.1310 F Node 21 Flow 220.7000 Diam. 2.2030 Lth 3.0500 SPress 20.7400 T Node 23 Veloc 18.5800 C Fac 120 Fit T Loss 4.9868 F Los 0.2988 Equiv Elev Total 16.6900 EPress 15.7540 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 67.4000 Diam. 1.7280 Lth 68.1300 SPress 20.1310 T Node 101 Veloc 9.2200 C Fac 120 Fit TTE Loss 10.4408 F Los 0.1084 Equiv Elev 0.4330 Total 96.3500 EPress 9.2570 F Node 23 Flow 175.3000 Diam. 2.2030 Lth 7.7500 SPress 15.7540 T Node 24 Veloc 14.7500 C Fac 120 Fit Loss 1.5109 F Los 0.1950 Equiv Elev Total 7.7500 EPress 14.2430 F Node 23 Flow 45.5000 Diam. 1.7280 Lth 52.0500 SPress 15.7540 T Node 109 Veloc 6.2200 C Fac 120 Fit TTE Loss 4.1921 F Los 0.0522 Equiv Elev 1.2830 Total 80.2700 EPress 10.2790 F Node 24 Flow 129.5000 Diam. 2.2030 Lth 10.0900 SPress 14.2430 T Node 25 Veloc 10.9000 C Fac 120 Fit Loss 1.1232 F Los 0.1113 Equiv Elev Total 10.0900 EPress 13.1190 F Node 24 Flow 45.8000 Diam. 1.7280 Lth 26.8400 SPress 14.2430 T Node 114 Veloc 6.2600 C Fac 120 Fit U Loss 2.6143 F Los 0.0529 Equiv Elev 2.1320 Total 49.4200 EPress 9.4960 F Node 25 Flow 93.7000 Diam. 2.2030 Lth 7.7500 SPress 13.1190 T Node 26 Veloc 7.8900 C Fac 120 Fit Loss 0.4741 F Los 0.0612 Equiv Elev Total 7.7500 EPress 12.6450 F Node 25 Flow 35.8000 Diam. 1.7280 Lth 26.8400 SPress 13.1190 I Node 118 Veloc 4.8900 C Fac 120 Fit TT Loss 1.6572 F Los 0.0335 Equiv Elev 2.1320 Total 49.4200 EPress 9.3300 F Node 26 Flow 56.1000 Diam. 2.2030 Lth 7.7500 SPress 12.6450 T Node 27 Veloc 4.7200 C Fac 120 Fit Loss 0.1829 F Los 0.0236 Equiv Elev Total 7.7500 EPress 12.4620 F Node 26 Flow 37.7000 Diam. 1.7280 Lth 10.4600 SPress 12.6450 T Node 113 Veloc 5.1600 C Fac 120 Fit U Loss 1.2199 F Los 0.0369 Equiv Elev 1.2830 Total 33.0400 EPress 10.1430 F Node 27 Flow 56.1000 Diam. 1.7280 Lth 8.4200 SPress 12.4620 T Node 108 Veloc 7.6700 C Fac 120 Fit U Loss 2.3869 F Los 0.0770 Equiv Elev 0.4330 Total 31.0000 EPress 9.6420 Program is Copyright TIM FROST DESIGN SERVICES. INC. 0 1988-2004 Page 2 U 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) From Node How. 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 101 Flow 52.3000 Diam. 1.7280 Lth 3.5000 SPress 9.2570 T Node 102 Veloc 7.1600 C Fac 120 Fit Loss 0.2371 F Los 0.0677 Equiv Elev Total 3.5000 EPress 9.0200 F Node 102 Flow 36.4000 Diam. 1.7280 Lth 3.5500 SPress 9.0200 T Node 103 Veloc 4.9800 C Fac 120 Fit Loss 0.1231 F Los 0.0347 Equiv Elev Total 3.5500 EPress 8.8970 F Node 103 Flow 21.6000 Diam. 1.7280 Lth 11.4600 SPress 8.8970 T Node 104 Veloc 2.9600 C Fac 120 Fit Loss 0.1512 F Los 0.0132 Equiv Elev Total 11.4600 EPress 8.7450 F Node 104 Flow 6.0000 Diam. 1.7280 Lth 11.0000 SPress 8.7450 T Node 105 Veloc 0.8200 C Fac 120 Fit E Loss 0.0203 F Los 0.0012 Equiv Elev Total 16.6400 EPress 8.7250 F Node 105 Flow -9.6000 Diam. 1.7280 Lth 7.7500 SPress 8.7250 T Node 106 Veloc 1.3200 C Fac 120 Fit Loss 0.0229 F Los 0.0030 Equiv Elev Total 7.7500 EPress 8.7480 F Node 106 Flow -25.3000 Diam. 1.7280 Lth 15.0000 SPress 8.7480 T Node 107 Veloc 3.4600 C Fac 120 Fit Loss 0.2644 F Los 0.0176 Equiv Elev Total 15.0000 EPress 9.0120 F Node 107 Flow -41.1000 Diam. 1.7280 Lth 14.5000 SPress 9.0120 T Node 108 Veloc 5.6300 C Fac 120 Fit Loss 0.6298 F Los 0.0434 Equiv Elev Total 14.5000 EPress 9.6420 F Node 109 Flow 28.5000 Diam. 1.7280 Lth 12.2500 SPress 10.2790 T Node 110 Veloc 3.8900 C Fac 120 Fit Loss 0.2688 F Los 0.0219 Equiv Elev Total 12.2500 EPress 10.0100 F Node 110 Flow 11.7000 Diam. 1.7280 Lth 12.0900 SPress 10.0100 T Node 111 Veloc 1.6000 C Fac 120 Fit E Loss 0.0747 F Los 0.0042 Equiv Elev Total 17.7300 EPress 9.9350 F Node 111 Flow -5.1000 Diam. 1.7280 Lth 15.0000 SPress 9.9350 T Node 112 Veloc 0.6900 C Fac 120 Fit Loss 0.0134 F Los 0.0009 Equiv Elev Total 15.0000 EPress 9.9490 Program is Copyright TIM FROST DESIGN SERVICES, INC. Q 1988-2004 Page 3 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 112 Flow -21.8000 Diam. 1.7280 Lth 14.5000 SPress 9.9490 T Node 113 Veloc 2.9800 C Fac 120 Fit Loss 0.1940 F Los 0.0134 Equiv Elev Total 14.5000 EPress 10.1430 F Node 114 Flow 29.3000 Diam. 1.7280 Lth 7.2500 SPress 9.4960 T Node 115 Veloc 4.0100 C Fac 120 Fit Loss 0.1682 F Los 0.0232 Equiv Elev Total 7.2500 EPress 9.3280 F Node 115 Flow 13.0000 Diam. 1.7280 Lth 10.4600 SPress 9.3280 T Node 116 Veloc 1.7800 C Fac 120 Fit E Loss 0.0830 F Los 0.0052 Equiv Elev Total 16.1000 EPress 9.2450 F Node 116 Flow -3.2000 Diam. 1.7280 Lth 10.4600 SPress 9.2450 T Node 117 Veloc 0.4400 C Fac 120 Fit E Loss 0.0063 F Los 0.0004 Equiv Elev Total 16.1000 EPress 9.2510 F Node 117 Flow -19.5000 Diam. 1.7280 Lth 7.2500 SPress 9.2510 T Node 118 Veloc 2.6600 C Fac 120 Fit Loss 0.0788 F Los 0.0109 Equiv Elev Total 7.2500 EPress 9.3300 Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2004 Page 4 4/18/2007 OPERATING SPRINKLER SUMMARY Area 1 (ATTIC) HEADS INFORMATION SYSTEM DEMAND INFORMATION PUMPS INFORMATION Lctn K-Value EJevt ion Flow Pressure Sprinkler Total Available Operating Cushion In Out Flow Pressure Flow Flow Pressure Pressure Node Node 101 4.9720 29.2500 15.1000 9.2290 102 5.3060 29.2500 15.9000 8.9590 103 4.9720 29.2500 14.8000 8.8850 104 5.3060 29.2500 15.6000 8.6980 105 5.3060 29.2500 15.6000 8.6790 106 5.3060 29.2500 15.7000 8.7010 107 5.3060 29.2500 15.9000 8.9530 108 4.8070 29.2500 14.9000 9.6220 109 5.3060 31.2100 17.0000 10.2630 110 5.3060 31.2100 16.8000 10.0080 111 5.3060 31.2100 16.7000 9.9360 112 5.3060 31.2100 16.7000 9.9480 113 4.9840 31.2100 15.9000 10.1750 114 5.3060 33.1700 16.4000 9.5860 115 5.3060 33.1700 16.3000 9.4260 116 5.3060 33.1700 16.2000 9.3470 117 5.3060 33.1700 16.2000 9.3530 118 5.3060 33.1700 16.3000 9.4280 288.1000 388.2000 66.2070 51.9950 14.2100 Program is Copyright TIM FROST DESIGN SERVICES, INC. C 1988-2000 Page 1 4118/2007 n1.85 Water Supply Graph Area 1 (ATTIC) Program is Copyright TIM FROST DESIGN SERVICES INC. 0 1988-2000 Page 1 4/18/2007 FITTING SYMBOLS Symbol Description A 45 Ell 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 © 1988-2000 Page 1 4/18/2007 EQUIVALENT K-VALUES Area 1 (ATTIC) K Value Diameter Fit Codes Flow C Factor Equiv Lth of Fil Press Elevation - Lengif 5.6000 1.0800 TEEEE 14.8000 120 7.0030 1.5900 3.0900 Description #1 L Equiv K Value 4.9720 New Press 8.8604 5.6000 1.0800 U 14.8000 120 7.0030 0.5000 Description #2 Equiv K Value 5.3059 New Press 7.7806 5.6000 1.0800 TTEE 14.8000 120 7.0030 1.4200 2.4200 P Description #3 Equiv K Value 4.9840 New Press 8.8179 5.6000 1.0800 UEE 14.8000 120 7.0030 2.7500 3.7500 Description #4 Equiv K Value 4.8068 New Press 9.4800 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2000 Page 1 11, 4118/2007 Diameters and Fittings 07-1159 Norn ino Sym 1 S 2 S 3 Sym 4 - Sym 5 Sym 6 Sym 7 Sym F SymS Sym 10 Actual Fit 1 Ft 2 Fit 3 Fit 4 Fit Fit 6 Fit 7 Fit 8 Fit S Fit 10 LSch 40 Ej 0 De MultiC Fact Fit Multi A 6 T 1.0000 2.0000 C 1.0800 2.0000 50000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0490 1 oynaThread 1.1520 1.5000 A E L I C 1.7280 2.0000 4.0000 2.0000 8.0000 9.0000 00000 0.0000 0.0000 0.0000 0.0000 1.6100 1-1/2DyriaFlow 1.4110 2.0000 A E L T B G C 22030 20000 50000 30000 10.0000 60000 1.0000 11.0000 0.0000 00000 0.0000 2.0670 2' DynaFtow 1.3640 25000 A E L T B G C 2.7030 3.0000 6.0000 4.0000 120000 7.0000 1.0000 14.0000 00000 0.0000 0.0000 2.4690 2-1/2" DynaFtow 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 I B 0 C 66200 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 0 C 7.6800 350000 180000 120000 4.0000 45.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7.9810 8' CL200 PVC 0.8290 80000 A E L T B C C 8.7500 9.0000 180000 13.0000 35.0000 12.0000 40000 458.0000 0.0000 0.0000 00000 7.9810 8" Ductile Iron 1.5650 8.0000 A 0 L T B G C 7.9810 90000 18.0000 13.0000 35.0000 12.0000 4.0000 45.0000 0.0000 0.0000 0.0000 7.9810 8" Sch 40 1.0000 Program is Copyright TIM FROST DESIGN SERVICES. INC.0 1988-2003 Page 1