Loading...
HomeMy WebLinkAbout1281 CARLSBAD VILLAGE DR; BLDG E; AS070138; Permit11/3/2020 AS070138 Permit Data City of Carlsbad Sprinkler Permit 1281 CARLSBAD Job Address: VILLAGE DR Permit Type: SPRINK Parcel No: 1561905400 Lot #: 0 Reference No.: Permit No: AS070138 Status: ISSUED Applied 5/21/2007 Approved: 5/21/2007 Issued: 5/21/2007 PC #: Inspector: Project Title: CARLSBAD MEDICAL VILLAGE,BLG E 3 SPRINKLER INSPECTIONS @ $62/EA Applicant: SENTRY FIRE PROTECTION 318 STATE PL ESCONDIDO, CA 760-747-7447 Owner: CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA Fees ($) Adcfl Fees ($) Total ($) Balance($) 186 0 186 0 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT 4118/2OO7 Area 1 ( HYDRAULIC CAL CULA TIONS REPORTS Carlsbad Medical Village Building 'E' Rev 1 1281 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 PROJECT: NTRACTOR: Contract No Carlsbad Medical Village Building "E" Rev I 1281 Carlsbad Village Drive Carlsbad CA Dwg. No 07-1159 Dated 3/07/2007 HY UUCS PERFORMED BY: Sentry Fire Protection California Lic.# C-16. 612721 318 State Place Escondido CA 92029 Phone: (760) 747-7447 FAX: (760) 747-2777 1—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 AVAlLABILTY 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 j!ORMATION: Area per Sprinkler: 120.0000 Required Min Flow/Sprinkler: 14.8300 Required Min Density: 0.1000 Sprinkler Characteristics: 5.6k QR D~EMAND INFORMATION: The demand at node 1 is 439.9 flow at 51.372 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 nM FROST DESIGN SERVICES, INC. 0 1988-2000 Page 1 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1(ATflC) 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 I Flow 439.9000 Diam. 8.7500 Lth 38.0000 SPress 51.3720 T Node 2 Veloc 2.3500 C Fac 140 Fit TGT Loss 0.1872 F Los 0.0010 Equiv Elev 1.3000 Total 192.0700 EPress 49.8850 F Node 2 Flow 339.9000 Diam. 7.6800 Lth 13.0000 SPress 49.8850 T Node 3 Veloc 2.3500 C Fac 150 Fit GEE Loss 0.0634 F Los 0.0010 Equiv Elev Total 63.1300 EPress 49.8220 F Node 3 Flow 339.9000 Diam. 7.9810 Lth 0.0001 SPress 49.8220 T Node 4 Veloc 2.1800 C Fac 120 Fit Loss 5.0365 F Los 0.0013 Equiv 4,000.0000 Elev Total 4,000.0000 EPress 44.7850 F Node 4 Flow 339.9000 Diam. 7.6800 Lth 69.0000 SPress 44.7850 T Node 10 Veloc 2.3500 C Fac 150 Fit EEE Loss 0.1373 F Los 0.0010 Equiv Elev Total 136.6700 EPress 44.6480 F Node 10 Flow 339.9000 Diam. 5.8600 Lth 183.0000 SPress 44.6480 I Node 11 Veloc 4.0400 C Fac 150 Fit TGGEEE Loss 1.0601 F Los 0.0037 Equiv Elev 4.3330 Total 282.7600 EPress 39.2540 F Node 11 Flow 339.9000 Diam. 6.6200 Lth 14.5000 SPress 39.2540 TNode 12 Veloc 3.1700 CFac 140 Fit E Loss 0.1012 F Los 0.0024 Equiv Elev 1.9500 Total 43.0300 EPress 37.2030 F Node 12 Flow 339.9000 Diam. 2.7030 Lth 10.7500 SPress 37.2030 T Node 20 Veloc 19.0000 C Fac 120 Fit E Loss 4.9276 F Los 0.2455 Equiv Elev 4.6580 Total 20.0700 EPress 27.6170 F Node 20 Flow 339.9000 Diam. 2.7030 Lth 36.5900 SPress 27.6170 T Node 21 Veloc 19.0000 C Fac 120 Fit Loss 8.9818 F Los 0.2455 Equiv Elev Total 36.5900 EPress 18.6350 F Node 21 Flow 162.6000 Diam. 2.2030 Lth 1.8000 SPress 18.6350 T Node 22 Veloc 13.6900 C Fac 120 Fit T Loss 2.6189 F Los 0.1696 Equiv Elev Total 15.4400 EPress 16.0170 F Node 21 Flow 177.3000 Diam. 2.2030 Lth 7.1300 SPress 18.6350 T Node 25 Veloc 14.9300 C Fac 120 Fit T Loss 4.1368 F Los 0.1992 Equiv Elev Total 20.7700 EPress 14.4990 Program is Copyright DM FROST DESIGN SERVICES, INC. © 1988-2004 Page 1 4/18/2007 HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) rom Node Flow Diameter Length Start Press -o Node Velocity C Factor Fit Codes Total Loss Eric Loss Equiv. Fit. Elev Loss Total Length End Press F Node 22 Flow 93.9000 Diam. 2.2030 Lth 8.1700 SPress 16.0170 T Node 23 Veloc 7.9100 C Fac 120 Fit Loss 0.5017 F Los 0.0614 Equiv Elev Total 8.1700 EPress 15.5150 F Node 22 Flow 68.7000 Diam. 1.7280 Lth 5.1700 SPress 16.0170 T Node 32 Veloc 9.3900 C Fac 120 Fit T Loss 1.8453 F Los 0.1121 Equiv Elev 2.2400 Total 16.4600 EPress 11.9310 F Node 23 Flow 42.6000 Diam. 2.2030 Lth 8.1700 SPress 15.5150 T Node 24 Veloc 3.5800 C Fac 120 Fit Loss 0.1157 F Los 0.0142 Equiv Elev Total 8.1700 EPress 15.3990 F Node 23 Flow 51.4000 Diam. 1.7280 Lth 37.1300 SPress 15.5150 I Node 108 Veloc 7.0300 C Fac 120 Fit TTE Loss 4.2847 F Los 0.0656 Equiv Elev 1.3560 Total 65.3500 EPress 9.8740 F Node 24 Flow 42.6000 Diam. 1.7280 Lth 58.9200 SPress 15.3990 T Node 115 Veloc 5.8200 C Fac 120 Fit ITE Loss 4.0276 F Los 0.0462 Equiv Elev 0.4720 Total 87.1400 EPress 10.8990 F Node 25 Flow 124.1000 Diam. 2.2030 Lth 8.1700 SPress 14.4990 T Node 26 Veloc 10.4500 C Fac 120 Fit Loss 0.8404 F Los 0.1029 Equiv Elev Total 8.1700 EPress 13.6580 F Node 25 Flow 53.2000 Diam. 1.7280 Lth 5.1700 SPress 14.4990 T Node 35 Veloc 7.2800 C Fac 120 Fit T Loss 1.1511 F Los 0.0699 Equiv Elev 2.2400 Total 16.4600 EPress 11.1070 F Node 26 Flow 62.0000 Diam. 2.2030 Lth 8.1700 SPress 13.6580 T Node 27 Veloc 5.2200 C Fac 120 Fit Loss 0.2324 F Los 0.0284 Equiv Elev Total 8.1700 EPress 13.4260 F Node 26 Flow 62.1000 Diam. 1.7280 Lth 3.1300 SPress 13.6580 T Node 36 Veloc 8.5000 C Fac 120 Fit T Loss 1.3429 F Los 0.0931 Equiv Elev 1.3560 Total 14.4200 EPress 10.9590 F Node 27 Flow 62.0000 Diam. 1.7280 Lth 1.0900 SPress 13.4260 T Node 37 Veloc 8.4800 C Fac 120 Fit T Loss 1.1489 F Los 0.0928 Equiv Elev 0.4720 Total 12.3800 EPress 11.8050 Program is Copyright TIM FROST DESIGN SERVICES. INC. © 1988-2004 Page 2 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 32 Flow 18.2000 Diam. 1.7280 Lth 2.6700 SPress 11.9310 T Node 101 Veloc 2.4900 C Fac 120 Fit I Loss 0.1337 F Los 0.0096 Equiv Elev Total 13.9600 EPress 11.7970 F Node 32 Flow 50.5000 Diam. 1.7280 Lth 6.6700 SPress 11.9310 T Node 102 Veloc 6.9000 C Fac 120 Fit T Loss 1.1385 F Los 0.0634 Equiv Elev Total 17.9600 EPress 10.7920 F Node 35 Flow 35.6000 Diam. 1.7280 Lth 6.6700 SPress 11.1070 T Node 106 Veloc 4.8800 C Fac 120 Fit T Loss 0.5979 F Los 0.0333 Equiv Elev Total 17.9600 EPress 10.5090 F Node 35 Flow 17.6000 Diam. 1.7280 Lth 2.6700 SPress 11.1070 T Node 107 Veloc 2.4000 C Fac 120 Fit T Loss 0.1254 F Los 0.0090 Equiv Elev Total 13.9600 EPress 10.9820 F Node 36 Flow 44.7000 Diam. 1.7280 Lth 6.6700 SPress 10.9590 T Node 113 Veloc 6.1200 C Fac 120 Fit I Loss 09096 F Los 0.0507 Equiv Elev Total 17.9600 EPress 10.0500 F Node 36 Flow 17.4000 Diam. 1.7280 Lth 2.6700 SPress 10.9590 TNode 114 Veloc 2.3800 CFac 120 Fit I Loss 0.1233 F Los 0.0088 Equiv Elev Total 13.9600 EPress 108360 F Node 37 Flow 44.0000 Diam. 1.7280 Lth 6.6700 SPress 11.8050 T Node 119 Veloc 6.0200 C Fac 120 Fit T Loss 0.8825 F Los 0.0491 Equiv Elev Total 17.9600 EPress 10.9220 F Node 37 Flow 18.0000 Diam. 1.7280 Lth 2.6700 SPress 11.8050 TNode 120 Veloc 2.4600 CFac 120 Fit T Loss 0.1314 F Los 0.0094 Equiv Elev Total 13.9600 EPress 11.6730 F Node 102 Flow 33.0000 Diam. 1.7280 Lth 9.0000 SPress 10.7920 T Node 103 Veloc 4.5200 C Fac 120 Fit Loss 0.2604 F Los 0.0289 Equiv Elev Total 9.0000 EPress 10.5320 F Node 103 Flow 15.8000 Diam. 1.7280 Lth 9.5000 SPress 10.5320 TNode 104 Veloc 2.1600 CFac 120 Fit E Loss 0.1121 F Los 0.0074 Equiv Elev Total 15.1400 EPress 10.4200 Program is Copyright TIM FROST DESIGN SERVICES, INC. 0 1988-2004 Page 3 4/18/2007 S HYDRAULIC CALCULATION SUMMARY Area 1 (ATTIC) 1 FromrNode 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 104 Flow -1.3000 Diam. 1.7280 Lth 9.5000 SPress 10.4200 TNode 105 Veloc 0.1800 CFac 120 Fit E Loss 0.0011 F Los 0.0001 Equiv Elev Total 15.1400 EPress 10.4210 F Node 105 Flow -18.4000 Diam. 1.7280 Lth 9.0000 SPress 10.4210 T Node 106 Veloc 2.5200 C Fac 120 Fit Loss 0.0884 F Los 0.0098 Equiv Elev Total 9.0000 EPress 10.5090 F Node 108 Flow 34.8000 Diam. 1.7280 Lth 4.5000 SPress 9.8740 T Node 109 Veloc 4.7500 C Fac 120 Fit Loss 0.1430 F Los 0.0318 Equiv Elev Total 4.5000 EPress 9.7310 F Node 109 Flow 19.9000 Diam. 1.7280 Lth 6.0000 SPress 9.7310 I Node 110 Veloc 2.7200 C Fac 120 Fit Loss 0.0677 F Los 0.0113 Equiv Elev Total 6.0000 EPress 9.6630 F Node 110 Flow 5.0000 Diam. 1.7280 Lth 4.5000 SPress 9.6630 T Node 111 Veloc 0.6900 C Fac 120 Fit Loss 0.0040 F Los 0.0009 Equiv Elev Total 4.5000 EPress 9.6590 F Node 111 Flow -11.4000 Diam. 1.7280 Lth 12.3400 SPress 9.6590 T Node 112 Veloc 1.5600 C Fac 120 Fit E Loss 0.0726 F Los 0.0040 Equiv Elev Total 17.9800 EPress 9.7320 F Node 112 Flow -27.9000 Diam. 1.7280 Lth 15.0000 SPress 9.7320 T Node 113 Veloc 3.8200 C Fac 120 Fit Loss 0.3178 F Los 0.0212 Equiv Elev Total 15.0000 EPress 10.0500 F Node 115 Flow 25.1000 Diam. 1.7280 Lth 15.0000 SPress 10.8990 T Node 116 Veloc 3.4400 C Fac 120 Fit Loss 0.2612 F Los 0.0174 Equiv Elev Total 15.0000 EPress 10.6380 F Node 116 Flow 7.9000 Diam. 1.7280 Lth 10.8400 SPress 10.6380 T Node 117 Veloc 1.0800 C Fac 120 Fit E Loss 0.0336 F Los 0.0020 Equiv Elev Total 16.4800 EPress 10.6040 F Node 117 Flow -9.3000 Diam. 1.7280 Lth 10.3400 SPress 10.6040 T Node 118 Veloc 1.2700 C Fac 120 Fit Loss 0.0287 F Los 0.0028 Equiv Elev Total 10.3400 EPress 10.6330 Program is Copyright DM FROST DESIGN SERVICES, INC. © 1988-2004 Page 4 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 118 Flow -26.5000 Diam. 1.7280 Lth 15.0000 SPress 10.6330 TNode 119 Veloc 3.6300 CFac 120 Fit Loss 0.2891 F Los 0.0193 Equiv Elev Total 15.0000 EPress 10.9220 Program is Copyright 11M FROST DESIGN SERVICES, INC. © 1988-2004 Page 5 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 18.2000 11.7650 102 5.3060 33.4200 17.4000 10.7860 103 5.3060 33.4200 17.2000 10.5330 104 5.3060 33.4200 17.1000 10.4240 105 5.3060 33.4200 17.1000 10.4250 106 5.3060 33.4200 17.2000 10.5110 107 5.3060 33.4200 17.6000 10.9730 108 5.3060 31.3800 16.6000 9.8360 109 4.7710 31.3800 14.9000 9.7290 110 4.7710 31.3800 14.8000 9.6630 111 5.3060 31.3800 16.5000 9.6280 112 5.3060 31.3800 16.5000 9.7000 113 5.3060 31.3800 16.8000 10.0120 114 5.3060 31.3800 17.4000 10.7820 115 5.3060 29.3400 17.4000 10.8150 116 5.3060 29.3400 17.2000 10.5620 117 5.3060 29.3400 17.2000 10.5300 118 5.3060 29.3400 17.2000 10.5570 119 5.3060 29.3400 17.5000 10.8360 120 5.3060 29.3400 18.0000 11.5600 340.1000 439.9000 65.8690 51.3720 14.4900 Program is Copyright 11M FROST DESIGN SERVICES, INC. © 1988-2000 Page 1 4/18/2007 n1.85 Water Supply Graph Area 1 (ATTIC) Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2000 Page 1 F 4/18/2007 FITTING SYMBOLS _ Description LY T —bo —I --- A 45E11 B Butterfly Valve C Check Valve E Eli G Gate Valve L Long 90 Ell R Tee Run T Tee Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2000 Page 1 0* 4/18/2007 EQUIVALENT K-VALUES Area 1 (ATTIC) K Value Diameter Fit Codes Flow C Factor Equiv Lth of Fit Press 0 Elevation Lengthj 5.6000 1.0800 TEEEEE 14.8000 120 7.0030 2.5000 6.5000 Description #1 Equiv K Value 4.7707 New Press 9.6242 5.6000 1.0800 TT 14.8000 120 7.0030 0.5000 Description #2 :0 EK Value 53059 New Press 7.7806 Program is Copynght TiM FROST DESIGN SERVICES. INC. © 1988-2000 Page 1 4/18/2007 Diameters and 07-1159 _Fittings Nominal Sym 1 Sym 2 Sym 3 Sym 4 Sym 5 Sym 6 Sff 7 Sym 3 Sym 9 Sym i1 Actual Fit 1 Fit2 Fit 3 Fit Fit Fit P47 P48 FitS Fit 10 Sch 40 Equiv Description C Fact Fit Multi 1.0000 A E L I C 1.0800 1.0000 2.0000 2.0000 50000 5.0000 0.0000 00000 0.0000 0.0000 0.0000 1.0490 1" DynaThread 1.1520 1.5000 A E L I C 1.7280 2.0000 4.0000 2.0000 8.0000 90000 0.0000 0.0000 0.0000 0.0000 0.0000 1.6100 1-1/2 DynaFtow 1.4110 2.0000 A E L T B G C 2.2030 2.0000 5.0000 3.0000 10.0000 6.0000 10000 11.0000 0.0000 00000 0.0000 2.0670 2' DynaFlow 1.3640 2.5000 A E 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 8 13 C 5.8600 30.0000 14.0000 10.0000 3.0000 32.0000 0.0000 0.0000 0.0000 0.0000 00000 6.0650 6" CL200 PVC 0.8460 6.0000 A E L I B 13 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 1 0 B G C 7.6800 35.0000 18.0000 12.0000 40000 45.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7.9810 8" CL200 PVC 0.8290 8.0000 A E 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 8.0000 A E L I B G C 7.9810 9.0000 18.0000 13.0000 35.0000 12.0000 4.0000 45.0000 0,0000 0.0000 00000 7.9810 8" Sth 40 1.0000 Program is Copyright TIM FROST DESIGN SERVICES, INC. © 1988-2003 Page 1 9/11/2007 8:34 61928903 OVERSON CORP PAGE 02 .cp-1O-007 03;35 PM C1tyofCQr.lsbad Fire Prey tior 6023561 fj 2/3 'i- ill, CDntrctors Material and Test Certifloale for Vnderqround P PROCEDURE Up011 cotnpletioi of work, liiPmaIi;ri and utota shell be rade by the coI,lroGiotO repr9sOntativP and wltoasaed by an owner's rspresentatjyc, All deFeoPC fihsll I)c COrreatd and 5y5!Orfl hull in eert4 before oonhrlore peroonriJ finally loaa the job . AcertifhrC1 ahnfl be tilled out nnd sIgnod by both rep eoen1ohiv. Copies shall be prepared for approving a h0r;ii,, owners, Pind 000iroolor. it in linderstgod the owners reptsn4alive'e nature In no way pmjmdires anV c101tn against conto.iMorfDr ult' material, pot WOlinriip, or faillre to comply with approving uihorltyc roqulremnIe or focal ordl r i e f l o o e . . Date L'ii -. 'rooerty eddiene j2J--_I2°r4O tAL pQAQ.LD (4_-__ - •. A aaopto cl by rnpprovny cuihorrilee (nam*) c Addraa , PlOfla I— - --------inonJIa1ion conrurmis to eoo i,Pod ploiw Ulpimlirit used IC pprvVCci IF rim, $latc d0iwrtiofls Na Yes i; NO gye Ha person lfl th2rg9 of fire eClOpmerill been ineliucOed as 10 1oca0ori of control velvet and care 0-7d mainlenance of 11110 115W eprnorit? hi no, i.vpIeirj I love oopies of appropriate netnuotions ad cam and rnairienannie ells boeri loft on premln? I ifna,eitplelrl No L000tion Sripptr'o buildIngs Pipe types tinfOlass I rypEl joint -mcmd9rd 08 rj - No Underground itfinps OOriforin to - stiidancl Vos U No pipes slid juints It no, explain strapped, or blocked In —No accor&mce whih • slandlird R no, expluiri Test description .'!i2bixg Flow lIre roquirad mto lintil water In door on indioated by tin colIetloit of foreign matenf#1 in burlap bags at ouliate Auch as hydrants arid blow-oils. F!uh nt f(ow not WS then 50 qpm (1476 Lfmln) for4 In, pipe, O k O p p m ( 3 3 1 L f l w l n ) for In. pipe, I6cl i?1ii aO5 iJrnln) for a in. plp, 2440 jpni (9225 Urruhn) for 10 In. pipe, and 3520 9pm (1 L/niin) for 12 in. pipe. When uipply cannot prcdiirre 0piij&ied flow rOt, obtain maximum available., HvdrnsTML-All plpinp jRnd allothat upportaflorinee subJctcd 10 synteni working pra0 shell be hydmslettn&lyteateci al. i10 pal 148 bar) or 00 pal (2.4 bal hi ceua of the syStem woildrg pruneure, whlchtrsr lsgronitor, kindhal[ rneinlwln that prasauro ± Op a l tar 2 hur. Where additional water 10 gwlod 10 the eyatefl, to meinlaiti (Pie teat preenurea required by 10.10.2.2.1, nit ciuriount oiwiFer chiall bu iriir;isured arid 'thall nor 000uvd the thrills of 1hfcf lowing ucivafian (Formnlltc equation ann 10.10.2.L41: L - ref lri Cllont4nce (mskeiu) water), in eallonu per hour = B a length O I)ip' ioSled feet -i aooU £7 = rtomfirnl rili11raOlOt Qithe pIpe, in irdies P • nYarege rUsj pressure curing the hyofrotsilg test, Wi pounds per equare 111011 (prwgo) New MfltScirround Piping flushed according u No _LOAL_ . etaridard by (corripany) If no, axplin How flushing flow was .ON, lnod - Throiih what typeoparng Ftuehinq i.ibhba waler ELTh,tic or reservoir I nip pump yd rant butt Q0P9h pipe rLeacl-hns IiU&rnd according to ----L-L1L standard by (eoniipany) dye"; No 11110, expietri How flushing f OW W5 obtAined Throuph what typo o0e0ing JuIbhic wO1 Tank or r5yer'.Jr C) Fir,', pomp ['ooruicration to aenpe C) Open pipe ) 2005 NtlonaI Fir*. Protection Aenoolirriori end soigos NFFA 13 (p. 1 of ) 0 . S S 03 09/11/2007 08:34 6192585903 OVERSON CORP PAGE ep-1Q-007 03:3 PM CitycfLarlbad Fire Prevention $02851 3/3 INSTALLATION Or $pMN=R SYnMs Mydroatatle test All new urdprrnd piping lydroatticIly lost at, . - prii for ...___L___ hours .ioirlta covirnd ve 0 No Val amnnt of leaknga muu,ad La,ae _ hours test Allowable liakae g"Illons hourj Number rri -taIld Ttp and tt,ake •. lqydrarft T75 L L No WtOr control velyseJft mide opoll UrYF.IR Q No Cnfro JI ii; atata reon VnIves Haaa thmOdS nrc dsparttnerit Rd of 0011"ectlOrm Rnd hydrnrta InIvehangeavle with Y,9 0 No lhoa& of fire department answerft alarm Date loft in aarvio Remarks Name of instatllnp ocrntrater _______ Tltawl rnnecfby Silinaturec or properly ownMr (aigne Title Dale ofallirng canngtor . od) - - AdditIonal expIna1lon nnit, n S I 20O NtJornl FirUPMfectlon AailQcfinIofl NPA 13 (p. 2 of 2)