Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3239 CAMINO DE LOS COCHES; ; AS050147; Permit
10/27/2020 AS050147 Permit Data City of Carlsbad Sprinkler Permit 3239 CAMINO DE LOS Job Address: COCHES Permit Type: SPRINK Parcel No: 2550312000 Lot #: 0 Reference No.: Permit No: AS050147 Status: ISSUED Applied 6/30/2005 Approved: 8/17/2005 Issued: 8/17/2005 PC #: Inspector: Project Title: PETCO FIRE SPRINKLER INSPECTIONS (FEE PAID TO OUTSIDE) Applicant: Owner: G & A FIRE PROTECTION LOSCOCHES VILLAGE LLC SUITE 40 C/O CRAIG W CLARK 14141 COVELLO ST 4180 LA JOLLA VILLAGE DR #405 VAN NUYS, CA LA JOLLA CA 818-780-9080 Fees ($) Add'l Fees ($) Total ($) Balance ($) I 0 0 0 0_* 1/1 Lie. C-i 6 46365$4 ;K APPROVED F_1 APPROVED AS NOTED NOT APPROVED, RESUBMIT CHECKING IS ONLY FOR COWORMANICT WITH IDE DESIGN CONCEP1. uF THE PROJECT ANC COMPLIANCE WITH THE iNFORMATiON GVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE COPY FOR DIMENSIONS TO BE CONFIRMED - : AND CORRELATED AT THE JOB SITE AND FOR COORDINATION OF THE WORK OF ALL TRADE& - FIRE PROTECTION CORP icrSprLthIers. 11IatnsEnneerng iek,(8i8) 78O-9O8O CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with applicable re lations, The stamping of th' p1 shall not be held to permit or oro violation of any [an G&A FIRE PROTECTION CORP. 14141 COVELLO ST. UNIT #4D VAN NUYSCA 91405 818-780-9080 Job Name : PETCO LA-COSTA Building Location : 3233 CAMINO DE LOS COCHES CARLSBAD, CA 92009 System Contract Data File : 04084-PE.WXI Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 G&A FIRE PROTECTION CORP. Page 1 PETCO LA-COSTA Date 080105 Hydraulic Design Information Sheet Name - PETCO LA-COSTA Date - 080105 Location - 3233 CAMINO DE LOS COCHES CARLSBAD, CA 92009 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.2 (X) Wet Make VIKING D Area Per Sprinkler - 256 ( ) Dry Model N S Hose Allowance - Inside - 250 ( ) Preaction K-Factor 11.2 Calculation Flow Required - 856 Press Required - 70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) G&A FIRE PROTECTION CORP. Page 2 PETCO LA-COSTA Date 080105 City Water Supply: Cl - Static Pressure : 81 PSI C2 - Residual Pressure: 76.5 PSI C2 - Residual Flow : 1412 GPM 150 140 130 P 120 R 110 E 100 S 90 u 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(NA1.85) _ Dl - Elevation : 9.095 PSI D2 - System Flow : 606.15 GPM D2 - System Pressure : 70.535 PSI Hose(Adj City) : _GPM Hose ( Demand) : 250 GPM D3 - System Demand : 856.15 GPM Safety Margin : 8.682 PSI - - - - Cl C2 F S 80 D2 Da Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I-low utagram G&A FIRE PROTECTION CORP. Page 3 PETCO LA-COSTA Date 080105 53,3 43 .- 42 52.3 26 <- 27 <- 4 52.3 51.2 104.4 24 <- 25 <- 47 <-. 8 104.4 103.8 50.5 63.9 122.7 20 -*45 -*42 -*21 <-22 <-23 4-48 <-9 t 103.8 6.7 122.7 I 223.6 I 43.6 19 - 10 'l' 1- 18q 426.2 40.f 18 <-. 11 1 1' I 13.5 466.6 I 40. 17 <- 12 1 1 • 99. 506.9 I 42. 16 <-- 13 119.8 180 99.2 56.6 I <-20*-19<-18 <-17 <-16 <-14 <-15 +- Ml 223.6 139.5 56.6 56.6 119.8 63.7 43.1 155.4 155.4 382.6 466.6 549.6 606.2 606.2 606.2 1 -*44 -*2 -*3 -*4 <-5 <-6 <-46<-7 <-8 <-9 <-10<-lI <-12 <-13 <-MI<-TOR<--BOP<-UG3<--UG2<--UGI<-TEST 119.8 9.1 97.7 155.4 259.8 426.2 506.9 606.2 606.2 606.2 LI Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ritLirlys DUIIIIIIdIy G&A FIRE PROTECTION CORP. Page 4 PETCO LA-COSTA Date 080105 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90 Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve x 90' Firelock Tee Y Mechanical Tee z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A 17.0 27.0 29.0 - B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 F 5.0 7.0 9.0 11.0 13.0 17.0 G 2.0 3.0 4.0 5.0 6.0 7.0 H 4.5 5.0 6.5 8.5 10.0 18.0 I 8.5 10.0 13.0 17.0 20.0 23.0 J 21.0 25.0 33.0 41.0 50.0 65.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P 0 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 T 25.0 30.0 35.0 50.0 60.0 71.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 1.0 1.0 1.0 1.0 40.0 45.0 50.0 61.0 19.0 21.0 24.0 28.0 8.0 10.0 11.0 13.0 20.0 23.0 25.0 30.0 25.0 33.0 36.0 40.0 78.0 88.0 98.0 120.0 27.0 30.0 34.0 40.0 87.0 98.0 109.0 130.0 81.0 91.0 101.0 121.0 40.0 45.0 50.0 61.0 rittirigs OU11111ldly G&A FIRE PROTECTION CORP. Page 5 PETCO LA-COSTA Date 080105 Unadjusted Fittings Table 1/2 3/4 1 11/4 11/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 1 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 x 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rressure I now uuiuiiiy - G&A FIRE PROTECTION CORP. Page 6 PETCO LA-COSTA Date 080105 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 43 21.0 11.2 22.67 na 53.33 .2000 256.00 20.700 26 21.0 11.2 21.78 na 52.27 .2000 256.00 20.700 27 21.0 21.87 na 24 21.0 11.2 20.9 na 51.2 .2000 256.00 20.700 25 21.0 11.2 22.58 na 53.22 .2000 256.00 20.700 47 21.0 30.72 na 20 21.0 32.86 na 45 21.0 29.66 na 42 21.0 26.13 na 21 21.0 11.2 26.04 na 57.16 .2000 256.00 20.700 22 21.0 11.2 26.07 na 57.18 .2000 256.00 20.700 23 21.0 11.2 27.64 na . 58.88 .2000 256.00 20.700 48 21.0 32.89 na 19 21.0 34.43 na 18 21.0 35.63 na 17 21.0 36.39 na 16 21.0 36.79 na 1 21.0 31.63 na 14 21.0 37.09 na 15, 21.0 43.61 na 44 21.0 29.54 na 2 21.0 11.2 25.04 na 56.04 .2000 256.00 20.700 3 21.0 11.2 23.77 na 54.6 .2000 256.00 20.700 4 21.0 23.73 na 5 21.0 11.2 23.76 na 54.6 .2000 256.00 20.700 6 21.0 11.2 26.52 na 57.68 .2000 256.00 20.700 46 21.0 32.24 na 7 21.0 38.39 na 8 21.0 38.44 na 9 21.0 38.57 na 10 21.0 39.01 na 11 21.0 39.62 na 12 21.0 40.34 na 13 21.0 41.19 na Ml 21.0 43.64 na TOR 21.0 45.76 na BOR -3.0 63.02 na UG3 -3.0 63.34 na UG2 -3.0 64.6 na UG1 -3.0 70.83 na TEST 0.0 70.53 na 250.0 The maximum velocity is 21.52 and it occurs in the pipe between nodes 25 and 47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I-lflI .,aicuiations - ianuaru G&A FIRE PROTECTION CORP. Page 7 PETCO LA-COSTA Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pt Pn *P6 43 53.33 1.408 1E 3.308 8.200 22.674 KFactor= 11.20 to 120 iT 6.617 9.925 0.0 42 53.33 0.1905 0.0 18.125 3.452 Vel = 10.99 0.0 - 53.33 26.126 K Factor = 10.43 26 52.27 1.408 0.0 0.500 21.778 KFactor 11.20 to 120 0.0 0.0 0.0 27 52.27 0.1840 0.0 0.500 0.092 Vel = 10.77 27 0.0 1.408 iT 6.617 3.540 21.870 to 120 0.0 6.617 0.0 4 52.27 0.1835 0.0 10.157 1.864 Vel = 10.77 0.0 52.27 23.734 K Factor= 10.73 *P12 24 51.20 1.408 0.0 9.500 20.898 K Factor = 11.20 to 120 0.0 0.0 0.0 25 51.2 0.1766 0.0 9.500 1.678 Vel= 10.55 25 53.22 1.408 0.0 12.330 22.576 K Factor = 11.20 to 120 0.0 0.0 0.0 47 104.42 0.6602 0.0 12.330 8.140 Vel= 21.52 47 0.0 1.408 iT 6.617 5.080 30.716 to 120 0.0 6.617 0.0 8 104.42 0.6603 0.0 11.697 7.723 Vel = 21.52 0.0 104.42 38.439 K Factor= 16.84 *P15 20 -103.80 1.728 1 11.29 2.000 32.859 to 120 0.0 11.290 0.0 45 -103.8 -0.2409 0.0 13.290 -3.201 Vel = 14.20 45 0.0 1.728 0.0 14.660 29.658 to 120 0.0 0.0 0.0 42 -103.8 -0.2409 0.0 14.660 -3.532 Vel = 14.20 42 53.33 1.728 0.0 1.330 26.126 to 120 0.0 0.0 0.0 21 -50.47 -0.0632 0.0 1.330 -0.084 Vel 6.90 21 57.15 1.728 0.0 16.000 26.042 K Factor = 11.20 to 120 0.0 0.0 0.0 22 6.68 0.0015 0.0 16.000 0.024 Vel = 0.91 22 57.19 1.728 0.0 16.000 26.066 KFactor= 11.20 to 120 0.0 0.0 0.0 23 63.87 0.0981 0.0 16.000 1.569 Vel = 8.74 23 58.87 1.728 0.0 16.000 27.635 KFactor= 11.20 to 120 0.0 0.0 0.0 48 122.74 0.3284 0.0 16.000 5.255 Vel = 16.79 48 0.0 1.728 1 11.29 6.000 32.890 to 120 0.0 11.290 0.0 9 122.74 0.3285 0.0 17.290 5.679 Vel 16.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-in aicuiations - anuaru G&A FIRE PROTECTION CORP. Page 8 PETCO LA-COSTA Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 122.74 38.569 K Factor 19.76 *P18 19 43.60 1.728 2T 11.29 72.000 34.427 to 120 0.0 22.580 0.0 10 43.6 0.0484 0.0 94.580 4.579 Vet = 5.96 0.0 43.60 39.006 KFactor= 6.98 *P21 18 40.45 1.728 2T 11.29 72.000 35.634 to 120 0.0 22.580 0.0 11 40.45 0.0421 0.0 94.580 3.985 Vet = 5.53 0.0 40.45 39.619 K Factor= 6.43 *P24 17 40.29 1.728 2T 11.29 72.000 36.388 to 120 0.0 22.580 0.0 12 40.29 0.0418 0.0 94.580 3.956 Vet = 5.51 0.0 40.29 40.344 K Factor = 6.34 *P27 16 42.67 1.728 2T 11.29 72.000 36.790 to 120 0.0 22.580 0.0 13 42.67 0.0465 0.0 94.580 4.399 Vet = 5.84 0.0 42.67 41.189 K Factor = 6.65 *P30 1 119.78 2.703 IT 18.651 16.000 31.628 to 120 0.0 18.651 0.0 20 119.78 0.0355 0.0 34.651 1.231 Vet = 6.70 20 103.81 2.703 0.0 13.910 32.859 to 120 0.0 0.0 0.0 19 223.59 0.1127 0.0 13.910 1.568 Vet = 12.50 19 -43.61 2.703 0.0 16.000 34.427 to 120 0.0 0.0 0.0 18 179.98 0.0754 0.0 16.000 1.207 Vet = 10.06 18 -40.44 2.703 0.0 16.000 35.634 to 120 0.0 0.0 0.0 17 139.54 0.0471 0.0 16.000 0.754 Vet = 7.80 17 -40.29 2.703 0.0 16.000 36.388 to 120 0.0 0.0 0.0 16 99.25 0.0251 0.0 16.000 0.402 Vet = 5.55 16 -42.68 2.703 IT 18.651 14.660 36.790 to 120 0.0 18.651 0.0 14 56.57 0.0089 0.0 33.311 0.295 Vet = 3.16 14 0.0 1.728 IT 11.29 72.000 37.085 to 120 0.0 11.290 0.0 15 56.57 0.0784 0.0 83.290 6.528 Vet = 7.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rini uaicuiatioris - Ld11UIU G&A FIRE PROTECTION CORP. Page 9 PETCO LA-COSTA Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 15 0.0 4.31 iT 27.874 2.580 43.613 to 120 0.0 27.874 0.0 Mi 56.57 0.0009 0.0 30.454 0.027 0.0 56.57 43.640 KFactor 8.56 *33 1 -119.78 1.728 0.0 6.660 31.628 to 120 0.0 0.0 0.0 44 -119.78 -0.3140 0.0 6.660 -2.091 Vel 16.39 44 0.0 1.728 0.0 14.330 29.537 to 120 0.0 0.0 0.0 2 -119.78 -0.3140 0.0 14.330 4.499 Ye! 16.39 2 56.04 1.728 0.0 13.000 25.038 K Factor = 11.20 to 120 0.0 0.0 0.0 3 -63.74 -0.0977 0.0 13.000 -1.270 Vel = 8.72 - 3 54.60 1.728 0.0 12.540 23.768 KFactor = 11.20 to 120 0.0 0.0 0.0 4 -9.14 -0.0027 0.0 12.540 -0.034 Vel = 1.25 4 52.27 1.728 0.0 0.620 23.734 to 120 0.0 0.0 0.0 5 43.13 0.0468 0.0 0.620 0.029 Vel = 5.90 5 54.59 1.728 0.0 12.790 23.763 K Factor = 11.20 to 120 0.0 0.0 0.0 6 97.72 0.2155 0.0 12.790 2.756 Vel = 13.37 6 57.68 1.728 0.0 11.250 26.519 K Factor = 11.20 to 120 0.0 0.0 0.0 46 155.4 0.5081 0.0 11.250 5.716 VeI= 21.26 46 0.0 1.728 iT 11.29 0.830 32.235 to 120 0.0 11.290 0.0 7 155.4 0.5082 0.0 12.120 6.159 VeI= 21.26 7 0.0 4.31 0.0 7.500 38.394 to 120 0.0 0.0 0.0 8 155.4 0.0060 0.0 7.500 0.045 Vel = 3.42 8 104.42 4.31 0.0 8.500 38.439 to 120 0.0 0.0 0.0 9 259.82 0.0153 0.0 8.500 0.130 VeI= 5.71 9 122.74 4.31 0.0 13.910 38.569 to 120 0.0 0.0 0.0 10 382.56 0.0314 0.0 13.910 0.437 Vel 8.41 10 43.60 4.31 0.0 16.000 39.006 to 120 0.0 0.0 0.0 11 426.16 0.0383 0.0 16.000 0.613 Vel = 9.37 11 40.45 4.31 0.0 16.000 39.619 to 120 0.0 0.0 0.0 12 466.61 0.0453 0.0 16.000 0.725 Vel 10.26 12 40.29 4.31 0.0 16.000 40.344 to 120 0.0 0.0 0.0 13 506.9 0.0528 0.0 16.000 0.845 Vel = 11.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rini Ua1UU1aL1U11Z5 - OLdIIUIU G&A FIRE PROTECTION CORP. Page 10 PETCO LA-COSTA Date 080105 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.G. or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 13 42.67 4.31 IT 27.874 12.080 41.189 to 120 0.0 27.874 0.0 Ml 549.57 0.0613 0.0 39.954 2.451 Vel = 12.09 Ml 56.58 4.31 1E 13.937 14.830 43.640 to 120 0.0 13.937 0.0 TOR 606.15 0.0736 0.0 28.767 2.116 Vel = 13.33 TOR 0.0 4.31 1Z 13.937 21.000 45.756 to 120 IS 30.661 72.472 10.394 BOR 606.15 0.0735 2E 13.937 93.472 6.874 Vel = 13.33 BOR 0.0 6.4 IE 24.193 15.580 63.024 to 140 0.0 24.193 0.0 UG3 606.15 0.0081 0.0 39.773 0.321 Vel = 6.05 UG3 0.0 6.134 2E 22.353 99.160 63.345 to 150 0.0 44.704 0.0 UG2 606.15 0.0087 0.0 143.864 1.255 Vel = 6.58 UG2 0.0 6.134 5E 22.353 29.700 64.600 to 150 0.0 111.761 5.000 *Fixed loss ..5 UG1 606.15 0.0087 0.0 141.461 1.235 Vel 6.58 UG1 0.0 8.044 IT 52.031 263.910 70.835 to 150 1G 5.946 165.006 -1.299 TEST 606.15 0.0023 4E 26.759 428.916 0.999 Vel 3.83 250.00 Qa = 250.00 856.15 70.535 KFactor= 101.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 /-kuurrtIiy ouiuiiuiuy G&A FIRE PROTECTION CORP. Page 11 PETCO LA-COSTA Date 080105 Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 46 7 15.170 1 44 22.660 48 9 10.000 20 45 18.000 46 7 0.830 1 44 6.660 48 9 6.000 20 45 2.000 Flow Pressure Pressure Required Required Differential Area Calculated I 856.15 70.535 0.000 Typical Distance Between Heads = 16.000 Typical Distance Between Heads = 24 Typical Distance Between Heads = 24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 • 11/1/2004 16:05 FAX 760 753 7910 OMWD OPERATIONS 1I002 OLJVENHAJN MUNICIPAL WATER DISTRICT FIRE FLOW TEST RESULTS w.O. -. C1TY:C/s6J COUNTY.-r)- —Si CARLSBAD FIRE DPT.: FAX# ENCINATAS FIRE DPT.:FAX# R.S.F.FIRE DPT.: CITY OF SAN DIEGO FIRE DPT: .FAXI ' OTHER: FAX1______ FLOW TEST REQUESTED BY: GA NAME: V1l_ PROJECT Ig DATE: TIME. 'UU ari rl RS/ / q (41,i/f'i0 PRESSURE ZONE: 437' POTENTIAL IMPACT TO ZONE: IV N P.RSTATIONS INVOLVED: 4$. wOe7-f R1SERVOIR / S INVOLVED: \A' N4 _. -- STATIC PRESSURE (PRIOR TO FLOW TEST):_______________ RESIDUAl, PRESSURE (DURING iow msr _95_psi. PITOT RESIDUAL PRESSURE, 2.5" PORT:7o . P.S.I. CALCULATED FLOW: . 14,9- 6P-&L OMWD. PERSONEL CONDUCTING TEST: D, 14 YLs t_y 44. TEST RESULTS REVIEWED BY: COMMENTS: 7i?i I_w4 - 2 Kc 70 at All 20 10 [I: 9:00 16 Tue Nov 2004 9:30 10:00 10:30 11:00 Date/Time Job Name _________________________________________ Contractor Job Location Approval Engineer Contractors P.O. No. Approval Series 909RPDA Reduced Pressure Detector Assemblies Sizes: 21/211 - 10" (65-250mm) Series 909RPDA Reduced Pressure Detector Assemblies are used in health hazard applications and are designed exclusively for use in accordance with water utility authority containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water line. Benefits: Detects leaks. . . with emphasis on the cost of unaccountable water; incorporates a meter which allow the water utility to: detect leaks that historically create great annual cost due to waste provide a detection point for unauthorized use. It can help locate illegal taps Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with AWIIVA epoxy coated, ULIFM listed OSY resilient seated gate valves, CFM (cubic feet per minute) or GPM (gallon per minute) meter and ball type test cocks. A pressure differential relief valve is located in a zone between the check valves. Modular Design Features a modular design concept which facilitates maintenance and assembly access. All sizes are standardly equipped with gate valves and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with 5/B° x 3/4' (16 x 19mm) meter Air-in/Water-out relief valve design provides maximum capacity during emergency conditions. No special tools required Specifications A Reduced Pressure Detector Assembly shall be installed on fire protection systems when connected to a public water supply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed and FM approved OSY shutoff valves. Including an auxiliary line consisting of an approved backflow preventer and water meter. The assembly shall meet the requirements of AW'vVA C511 -92; ASSE 1047; UL Classified File No. EX3185; CSA B64 and USC Manual 8th. Edition. Assembly shall be a Watts Regulator Company Series 909RPDA. Representative - 1-, 9O9RPDAOSY Relief Valve How it operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompanying air- in/water-out diagram, the hght-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous negative supply and positive backpressure develops, the relief valve uses the air-in/water-out principle to stop potential backflow. Pipe Line . r— Relief Valve Seat Center . a— ct.Relief Valve I \::1:r• Relief Valve Piston Wiper Seal Relief Valve Bottom Plug Water Air Body Flange Spring Assembly Out In IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INS TAUA77ON REQUIREMENTS Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. W WATrS® REGULATOR Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts'Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. C (Open) Models Suffix: OSY - UIJFM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - less shutoff valves Materials Discs: Rubber Body: Epoxy coated cast iron Seat and Disc Holder: Bronze Trim: Stainless steel Test Cocks: Bronze Pressure - Temperature Temperature Range: 33°F - 140°F (5°C - 60°C) continuous Maximum Working Pressure: 175p5i (12.06 bar) Standards AWWA C511-92; CSA B64 USC Manual for Cross-connection Control, 8th Edition Approvals SSIp , ® c® us <8> Approved 1047 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Series 909AG AIR GAPS When installing a drain line, use Series 909 air gaps on Model 909 backf ow preventers. Dimensions - Weights NOTE: Piping for 3" 909 will start from #1 gate valve and connect at #2 check valve. Iron Ordering Series/Sizes Dimensions Weight Body Code A B C Model in. mm In. mm In. mm lbs kgs 909A6-F 0881378 11/4" —3009/909 11/4' —2" 009 Ml 41/a' 111 63/4 171 2 51 3.25 1.47 2" 009_M2 I 909A6-K 0881385 4' —6909 6% 162 9% 24.4 3 76 6.25 2.83 8'-10909M1 909A6-M 0881387 8" —10" 909 73/h 187 111/4 286 4102 15.50 7.03 J2..1U1Ll1 DIMENSIONS WEIGHT in. mm in. A mm C in. mm 0 in. mm in. Dl mm E. El in. mm G in. mm in. I mm in. R mm T in. mm Ti in. mm lbs. kgs. 2½ 65 42% 1070 16% 416 51/4 133 41/4 114 12 305 7 178 261/ 664 14 356 9 229 7% 194 230 104 3 80 42% 1070 18,4 479 51/4 133 4¼ 114 12 305 7 178 26¼ 664 14 356 9 229 7% 194 230 104 4 100 55% 1400 2234 578 6 152 57/s 149 17 432 9½ 241 37 940 15 381 13% 346 113/4 299 470 213 6 150 65/2 1664 301, 765 6 152 6 152 20% 527 141/2 368 441/2 1130 16 406 13/s 346 113/4 299 798 362 8 200 78½ 1994 37% 959 9% 248 8% 219 26 660 181/2 470 551/4 1403 17 432 181h 470 1634 416 1456 660 10 250 935/s 2378 45% 1162 93/4 248 8% 219 32 813 211/2 546 671/z 1715 18 457 181/2 470 1634 416 2230 1012 KA Capacity *Typical maximum flow rate (7.5 feet/sec.) **UL rated flow 2W' (65mm) kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 00 0 20 40 60 80 100 120 140 160 180 200 220 240gpm LW 0 76 152 228 304 380 456 532 608 684 760 836 912 1pm 6 7.5 10 15 fps 1.8 2.3 3.0 4.6 mps 4" (100mm kPa psi ---- -- !W ---- -- I1I1I -- i, ---- -- -- iut ------ ---- -- ru ------ ---- -- 0 50 100 150 200 250 300 350 400 450 500 550 600 gpm LW 0 190 380 50 760 950 1140 1330 1520 1710 19002090 2280 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 8" (200mm) kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 00 0 200 400 600 800 1000 1200 1400 1600 18002000 gpm LW 0 760 1520 2280 3040 3800 4560 5320 6080 6840 7600 1pm 5 7.5 10 fps 1.5 2.3 3.0 mps 3" (80mm) kPa psi 4I _____• .____.I_ !g I_ CII tI[ 0 30 60 90 120 150 180 210 240 270 300 330 360gpm AP 0 114 228 342 456 570 684 798 912 1026 1140 125413681pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 6" (150mm) kPa psi * 2073G 17225 ----- 1382C------ 103 15 - - - - - - 6910----- 355----- 0 0 200 400 600 800 1000 1200 1400 1600 gpm tiP 0 700 1520 2280 3040 3800 4560 5320 6080 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 10" (250mm) kPa psi 207 30 * ** 138 20 103 15 69 10 pogf— H-1H 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 gpm AP 0 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 10450 114001pm 6 7.5 10 fps 1.8 2.3 3.0 mps 3 [ecember 17, 2004 Sprinkler 83 a 1. PRODUCT NAME Viking Model M Extended Coverage Ordinary Hazard ELO Sprinklers Upright Sprinkler Base P/N08687 (SIN VK532t) cULus Listed, FM Approved Pendent Sprinkler Base Part No. 08340 (SIN VK534t) cULus Listed t Sprinkler Identification Number (SIN) is stamped on the sprinkler deflector. Available since 1993. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road I-Ifinns Mirhinn 49058 USA (5I7) 384-5464 Fax: (269) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Extended Coverage Ordinary Hazard Extra-Large Orifice (ECOH-ELO) Sprinklers are thermo- sensitive glass bulb spray sprinkler equipped with an extra-large orifice and a special deflec- tor. The pip cap and sealing assembly of the sprinkler are held in place by a 3 mm glass bulb. The special deflector is designed to meet Ordinary-Hazard density require- ments for specifically listed extended ar- eas of coverage when the required mini- mum water supply is provided at the sprinkler. The sprinklers are listed as a standard response sprinkler. The extra-large orifice produces the flows required to meet Ordinary Hazard density requirements at lower pressures than standard orifice or large orifice sprinklers. Viking ECOH-ELO sprinklers are avail- able with finishes and temperature rat- ings to meet design requirements. The special Teflon® coatings and Poly fin- ishes can be used in decorative applica- tions where colors are desired. In addi- tion, these finishes are corrosion resis- tant and provide protection against many corrosive environments. During fire conditions, when the temper- ature around the sprinkler reaches its operating temperature, the heat-sensi- tive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler ori- fice strikes the sprinkler deflector, form- ing a uniform spray pattern to extinguish Form No. F_051393 Upright Listing and Approval Notes (Also refer to the approval chart.) cULus Listings: Viking ECOH-ELO Upright and Pendent Sprinklers are cULus Listed for use in unobstructed construction, and non-combustible ob- structed construction consisting of solid steel and/or concrete beams as defined in the latest edition of NFPA 13. The sprinkler installation rules con- tained in NFPA 13 for extended cover- age upright and pendent spray sprin- klers must be followed. Ceiling slope not to exceed 2" per foot (166 mm per meter). Hydraulic Design Note: cULus Listings are for hydraulically calculated systems designed with a minimum remote area of 1500 ft2 (13935 n12), or five sprinklers, which- ever is greater. FM Approval: Viking ECOH-ELO Up right Sprinklers are FM Approved for in- stallation in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins: For limited use in buildings of specific ceiling or roof construction and for the protection of certain specific ordi- nary hazard occupancies (non- stor- age and/or non-flammable or non- combustible liquid). FM Global Loss Prevention Data Sheets and Technical Advisory Bulle- tins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and de- flector distance below the ceiling. Glass-bulb fluid temperature rated to -65 °F. (-55 °C). Rated 175 psi (1 207 kPa) water working pressure. Pendent Factory tested hydrostatically to 500 psi (3 448 kPa). Thread size: 3/4' NPT (20 mm BSP) Nominal K-Factor: 11.2 U.S. (16,1 met- ric, for use when pressure is mea- sured in kPa). Mm. Operating Pressure and Spacing Requirements: See approval chart. ECOH-ELO Pendent: USA Patent No. D348,719 SPRINKLER MATERIALS Frame: Brass Castings UNS-C84400 Deflector: Brass UNS-C26000 for S prin.- kler 08340. Copper UNS-C 19500 for Sprinkler 08687. Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Teflon®-Coated Sprinklers Belleville Spring: Exposed Screw: Nickel plated Pip Cap & Insert Assembly: Teflon® Coated Sprinklers with Poly Finishes Belleville Spring: Exposed Screw: Nickel plated AVAILABLE FINISHES Brass, Chrome-Enloy® (patents pending), Black Teflon®, White Poly finish, and Black Polyester ACCESSORIES Sprinkler Wrenches: Standard Wrench: Pat No. 051 18CW/B, available since 1981. Wrench for coated and recessed sprinklers: Part No. 1 1663W/B** *A ',4" ratchet is required (not available from Viking). Sprinkler Cabinets: Six-head capacity: Part No. 01724A, available since 1971. Twelve-head capacity: Part No. 01725A, available since 1971. Telephone: (269) 945-9501 4. TECHNICAL DATA Viking ECOH-ELO Sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly re- moved) on deluge systems. Note: Units of measure in parentheses may be approximations. Replaces sprinkler page 83 a-d, dated March 12, 2004 (revised reference to installation rules for obstructed construction). Sprinkler 83 b December 17, 2004 Refer to the 'Sprinkler Accessories" section of the data book. 5. AVAILABILITY AND SERVICE Viking products are available through a network of domestic, Canadian, and international distributors. See the Viking Corp. Web site for your closest distribu- tor or contact The Viking Corporation. Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data page. 6. SPRINKLER CARE AND HANDLING Sprinklers must be protected from me- chanical damage. Sprinklers must be handled with care. They must be stored in a cool, dry place in their origi- nal shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambient temperature allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. If a glass bulb lacks the appropriate amount of fluid, it should be set aside and returned to Viking (or an authorized 'liking distributor) for analysis as soon as possible. If the sprinkler is not returned to Viking, it should be destroyed immediately. Corrosion-resistant sprinklers must be installed when subject to corro- sive atmospheres. When installing corrosion-resistant sprinklers, take care not to damage the corrosion-re- sistant coating. Use only the special wrench designed for installing coated Viking sprinklers. (Any other wrench may damage the coating.) Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures that ex- ceed the maximum recommended ambient temperature for the tempera- ture rating used (see Table 1). Do not install ECOH-ELO Sprinklers in areas subject to mechanical damage. Wet-pipe systems must be provided with adequate heat. Sprinklers sup- plied from dry systems in areas sub- ject to freezing must be listed dry sprinklers, or upright or horizontal sidewall sprinklers installed so that water is not trapped. For dry sys- tems, pendent sprinklers and side- wall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40 °F (4 °C). When in- stalling ECOH-ELO Sprinklers on dry systems, refer to the Installation Guides and the AHJ. 7. INSTALLATION WARNING: Viking sprinklers are manufac- tured and tested to meet the rigid require- ments of the approving agency. The sprin- klers are designed to be installed in accor- dance with recognized installation stan- dards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory including, but not limited to: painting, plating, coating, or modification, may render the sprinkler inoperative and will automati- cally nullify the approval and any guarantee made by The Viking Corporation. Sprinklers are to be installed in ac- cordance with the latest published NFPA standards, current applica- ble FM Global Loss Prevention Data Sheets and Technical Advi- sory Bulletins, LPC, Assemblee Pleniere, VdS or other similar orga- nizations, and also with the provi- sions of governmental codes, ordi- nances, and standards whenever applicable. The use of extended cov- erage ordinary hazard extra-large ori- fice sprinklers may be limited due to occupancy and hazard. Refer to the AHJ prior to installation. The sprinkler must be installed after the piping is in place to prevent me- chanical damage. Before installation, be sure to have the appropriate sprin- kler model and style, with the correct orifice size, temperature rating, and response characteristics. Keep sprin- klers with protective bulb shields con- tained within the shields during instal- lation and testing, and any time the sprinkler is shipped or handled. Install escutcheon (if used), which is designed to thread onto the ex- ternal threads of the sprinkler. Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of com- pound in the sprinkler inlet. NOTE: Sprinklers with protective bulb shields must be contained within the shields before applying pipe-joint compound or tape. Install the sprinkler on the piping using the special sprinkler wrench only. Take care not to over- tighten or damage the sprinkler operating parts. DO NOT use the deflector to start or thread the sprinkler into a fitting. After installation, the entire sprinkler system must be tested. The test must be conducted to comply with the instal- lation standards. Make sure the sprin- kler is properly tightened. If a thread leak occurs, normally the sprinkler must be removed, new pipe- joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing com- pound or tape is washed out of the joint. Air testing [do not exceed 40 psi (276 kPa)] the sprinkler piping prior to test- ing with water may be considered in areas where leakage during testing must be prevented. Refer to the in- stallation standards and the AHJ. Remove plastic protective sprin- kler bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together. SPRIN- KLER BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire-protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the NFPA standard that describes care and maintenance of sprinkler systems. In addition, the AHJ may have additional maintenance, testing, and inspection re- quirements that must be followed. Sprinklers must be inspected on a regular basis for corrosion, mechani- cal damage, obstructions, paint, etc. The frequency of the inspections may vary due to corrosive atmo- spheres, water supplies, and activity around the device. Sprinklers that have been painted or mechanically damaged must be re- placed immediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced immediately af- ter a specified term of service. Refer to the installation standards (e.g., 1-314' (44,5 mm) Maximum ECOH-ELO Pendent Sprinkler Installed with the Micromatid5 Model E-1 Recessed Escutcheon 1-1/8"(28,6mm) Minimum im) ECOH-ELO Pendent Sprinkler Installed with the Microfast® 1-3/4 Model F-i Adjustable Escutcheon (44,5 mm) ECOH-ELO Pendent Sprinkler Installed with a Standard 1/8 (3,1 mm) Surface-Mounted Escutcheon Figure 1 2(50,8 mm) Maximum December 17, 2004 Sprinkler 83 c Sprinkler Temp. Nominal Sprinkler Temperature Maximum Ambient Bulb Classification3 Rating (Fusing Point) Ceiling Temperature' Color2 Ordinary 155 F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 T (65 °C) Yellow Intermediate 200 °F (93 °C) 150 F (85 °C) Green High 286 °F (141 Q) 225 °F (107 C) Blue Sprinkler Finishes: Brass, Chrome-Enloy', Black Teflon®, White Poly finish, and Black Polyester Corrosion Resistant Coatings 2: Black Teflon®. White Poly finish, and Black Polyestei_... Footnotes Based on NFPA-1 3. Other limits may apply depending on fire loading, sprinkler l o c a t i o n , a n d other requirements of the AHJ. Refer to specific installation standards. 2 Temperature rating is stamped on the deflector. The corrosion-resistant coatings have passed the standard corrosion test required by t h e approving agencies. These tests cannot and do not represent all possible corrosive e n v i r o n - ments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings i n d i c a t e d are applied to the exposed exterior surfaces only. Note that the spring is expo s e d o n s p r i n - klers with Polyester and Teflon® coatings. For Teflon® coated open sprinkers only, the wa-terway is coated. Deflector Style Thread Size Nominal K-Factor Overall Length Sprinkler Base Part No.5 SIN NPT BSP U.S. metric4 Inches mm Upright 3/4" 20 mm 11.2 16,1 2-5/16 59 08687 VK532 Pendent 3/4' 20 mm 11.2 16,1 2-3/8 61 08340 VK534 Metric K-factor shown is for use when pressure is measured in kPa. When pressure is m e a - sured in bar, multiply the metric K-factor shown by 10.0. Part number shown is the base part number. For complete part number, refer to current Vi- king price list schedule. Table I diately removed or, if necessary, addi- ature rating, and response charac- tional sprinklers installed. teristics. A fully stocked spare D. When replacing existing sprinklers, the sprinkler cabinet should be pro- system must be removed from service. vided for this purpose. Refer to the appropriate system de- 3. Place the system back in service scription and/or valve instructions. and secure all valves. Check for Prior to removing the system from ser- and repair all leaks. vice, notify all AHJs. Consideration E. Sprinkler systems that have been sub- should be given to employment of a jected to a fire must be returned to fire patrol in the affected area. service as soon as possible. The en- Remove the system from service, tire system must be inspected for drain all water, and relieve all damage and repaired or replaced as pressure on the piping. necessary. Sprinklers that have been Using the special sprinkler wrench, exposed to corrosive products of remove the old sprinkler and install combustion or high ambient tempera- the new unit. Care must be taken to tures, but have not operated, should ensure that the replacement sprin- be replaced. Refer to the AHJ for min- kler is the proper model and style, imum replacement requirements. with the correct orifice size, temper- 1-1/2" I (38 mm 2-5/16 (58,7 mm) 3/4" (20 mm) NPT Figure 2: Upright Sprinkler (20 mm) NPT 2-3/8" 1-11/16' (61 mm) (42,9 mm) (38 mm) Figure 3: Pendent Sprinkler NFPA 25) and the AHJ for the speci- fied period of time after which testing and/or replacement is required. Sprinklers that have operated cannot be reassembled or re-used, but must be replaced. When replacing sprin- klers, use only new sprinklers. C. The sprinkler discharge pattern is criti-cal for proper lire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern. All obstructions must be imme- prinkIer 83 d December 17, 2004 EXTENDED COVERAGE A I A ORDINARY HAZARD ELO SPRINKLERS Approval Chart Temperature KEY Finish I Extended Coverage Ordinary Hazard ELO Sprinklers j jX ~ ' cULus Listing Criteria Escutcheon (if applicable) _________ Minimum Water Supply Requirements Listings and Approvals1 Max. Sprinkler Maximum Ordinary Hazard Ordinary Hazard Pendent SIN VK534 Upright SIN VK532 Spacing Area per Group One Group Two (PIN 08340) (P/N 08687) L x W2 Sprinkler Flow! Pressure Flow / Pressure cULus4 NYC5 cULus4 NYC5 12 ft. x 12 ft. 144 ft2 30 gpm 7.2psi 30 gpm ©7.2 psi AiX, BIY AiX, B1Y Al Al (3,7 m 3,7 m) (13,4 m2) (113,6 L/n,in @49,5 kPa) (113,6 Llmin @ 49,5 kPa) 14 ft. x 14 ft. 196 ft2 30 gpm @7.2 psi 39 gpm @ 12.1 psi AiX, B1Y AiX, B1Y Al Al (43 mx 4,3 m) (18,2 m) (113,6 Umin @49,5 kPa) (147,7 Umin l 83,7 kPa) 16 ft. x 16 ft. 256 ft 38 gpm @ 11.5 psi 51 gpm .)psi AiX, B1Y AiX, B1Y Al Al (4,9 nix 4,9 m' (23,8 m.) (143,9 Lfmin @ 79,4 kPa) (193,1 L/min @ 143,0 kPa) 18 ft. x 18 ft. 324 ft 49 gpm @ 19.1 psi 65 gpm @33.7 psi A1X,BlY AlX,B1Y Al Al (5,5 m x 5,5 m) (30,1 m.) (185,5 LJmin A 132,0 kPa) (246,1 L/min @ 232,2 kPa) 20 ft. x 20 ft. 400 ft 60 gpm @ 28.7 psi 80 gpm @51.0 psi A1X,B1Y AlX,B1Y Al Al (6,1 m 6,1 m) (37,2 m.) (227,1 Llmin @197,9 kPa) (302,8 L/min @ 351,8 kPa) I FM Approval Criteria Upright SIN VK532 FM 12 ft. x 12 ft. 144 ft2 Viking ECOH-ELO Upright Sprinklers are FM Approved for installation in accordance (3,7 m 3,7 m) (13,4 m2) with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins: A2 For limited use in buildings of specific ceiling/roof construction and for the protection of certain l4ft.xl4ft. 196 specific spedfic ordinary hazard occupancies (non-storage and/or non-flammable or non-combustible quid). (4,3 m 4,3 m) (18,2 m. FM Loss Prevention Data Sheets contain guidelines relating to, but not limited to: 16 ft. x 16 ft. 256 ft minimum water supply requirements, hydraulic design, ceiling slope and obstructions, ________ __________________ (4,9 m 4,9 m) (23,8 m) minimum and maximum allowable spacing, and deflector distance below the ceiling. Approved Temperatures Approved Escutcheons A - 155°F (68 °C), 175°F Approved Finishes X - Standard surface-mounted escutcheons or the (79°C),200°F(93°C), 1 - Brass, Chrome-Enloy®, White Poly Finish 7, Black Microfast® Model F-1 Adjustable Escutcheon6 °F(141 °C) and 286 Polyester7, and Black Teflon®7 Y - Standard surface-mounted escutcheons or the B - 155°F (68 °C), 175°F 2 - Brass, ChromeEnloy®, and White Poly Finish Microfast® Model F-1 Adjustable Escutcheon6 or re- °C), °F (79 and 200 cessed with the Micromatic® Model E-1 Recessed (93 °C) Escutcheon 1 This chart shows listings and approvals available at time of printing. Check with the manufacturer for any additional approvals. 2 To determine "Minimum Water Supply Requirement" for areas of coverage where length andwidth of actual sprinkler spacing are not equal, se- lect the 'Maximum Sprinkler Spacing" from the chart that is equal to or greater than the largerof the actual spacing (length orwidth) dimensions used. Example: When using 10-6" x 13-0" sprinkler spacing, provide the "Minimum Water Supply Requirement" listed in the chart for 14-0" x 14'-0" spacing. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" in the appropriate hazard group for the next larger area listed. The distance from sprinklers to walls shall not exceed one-half the "Maximum Sprinkler Spacing" listed for the "Mini- mum Water Supply Requirement" used. Minimum Water Supplies cULus Listed with "Maximum Areas of Coverage" shown are designed to provide the following design densities: 0.15 gpm/ft2 for Ordinary-Hazard Group One densities; 0.2 gpm/ft.2 for Ordinary-Hazard Group Two densities. 4cULus Listed for use in the U.S. and Canada for hydraulically-calculated systems designed with a minimum remote area of 1,500 ft2 (139,35 m2) or five sprinklers, whichever is greater. Viking ECOH-ELO Pendent and Upright Sprinklers are cULus Listed for use in unobstructed construc- tion and non-combustible obstructed construction as defined in the latest edition of NFPA 13. The sprinkler installation rules contained in NFPA 13 for extended coverage upright and pendent spray sprinklers must be followed. Ceiling slope not to exceed 2" per foot (166mm per meter). Accepted for use, City of New York Department of Buildings, MEA 89-92 Vol. IX. 6 The Microfas® Model F-i Adjustable Escutcheon is considered a surface-mounted escutcheon because itdoes not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. cULus Listed as corrosion resistant. Replaces sprinkler page 83 a-d, dated March 12, 2004 (revised Form No. F_051393 reference to installation rules for obstructed construction). Contractors Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion or work inspection and tests shall be made by the contractor's representative and witnessed by an owners represenlarve. All Oelects shall be coirecied arid system tell in service before Contractors personnel finally leave the job. A Certificate snail be hued out and signed by both representatives. Copies shall be prepared for approving authorilies, owners, and Contractor II is understood the owner's representatives signature in no way prejudices any clam against Contractor br tautly material. poor woricrnansrrp, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE FTCO . PROPERTY ADDRESS 323 C4rnu4O D CA ACCEPTED BY APPROVING AUTHORITIES (NAMES) CAQ1_58D Fiig Dapr CA 5Zoo PLANS F INSTALLATION CONFORMS T0 ACCEPTED PLANS- YES NO EQUIPMENT USED IS APPROVED YES E NO IF NO. EXPLAIN DEVIATIONS INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS YES fl NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EOUIPMENT? IF NO, EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: YES NO I. SYSTEM COMPONENTS INSTRUCTIONS YES NO CARE AND MAINTENANCE INSTRUCTIONS YES NO NFPA 25 (k YES EJ NO LOCATION OF SYSTEM SUPPLIES BUILDINGS MAKE MODEL YEAR OF MANUFACTURE . ORIFICE SIZE. QUANTITY TEMPERATURE RATING 0. MECI ZooS 3/4k I 556F20F SPRINKLERS PIPE AND FITTINGS Type 01 Pipe DtMAr Fww Type olFittings GRX)ED CAST I4 TTPE THR.DD F11T)H(,5 ALARM ALARM DEVICE I MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION OR FLOW VALVE TYPE 1 MAKE I MODEL MIN. ______________________________________________________ I SEC. INDICATOR . TTR. I I P.ow SWt11 VSF 0 1 4-5 DRY VALVE I 0.0. D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST [ TIME TO TRIP THROUGH TEST CONNECTION' WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE I TIME WATER REACHED TEST OUTLET' ALARM OPERATED PROPERLY - MIN. I SEC. PSI PSI PSI I MIN. SEC. YES NO Without O.O,D. With IF NO, EXPLAIN MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. OPERATION :-------------- iTJPNEUMATIC LI ELECTRIC El HYDRAULIC PIPING SUPERVISED LI YES NO DETECTING MEDIA SUPERVISED LI YES LI NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE LI YES fl NO CONTROL STATIONS DELUGE & PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IF NO, EXPLAIN VALVES FOR TESTING LIVES ENO DOES EACH CIRCUIT OPERATE I DOES EACH CIRCUIT MAXIMUM TIME TO /d' ,4 MAKE MODEL SUPERVISION LOSS ALARM I OPERATE VALVE RELEASE OPERATE RELEASE MIN. I SEC. YES NO I YES NO I LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE PRESSURE & FLOOR MODEL (FLOWING) REDUCING VALVE TEST INLET (PSI) F OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) H/A yfOSTATjC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess 01150 psi (10.2 bars) for two hours. Ditberenlial dry-pipe valve clappers shall be left open during lest to prevent damage: All aboveground piping leakage shall be slopped. TEST DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bats) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR ._ HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED LI YES X NO A ,s' EQUIPMENT OPERATES PROPERLY YES E] NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? YES LI NO DRAIN READING OF GAGE LOCATED NEAR WATER. RESIDUAL PRESSURE WITH VALVE IN TEST TESTS TEST SUPPLY TEST CONNECTION: Q PSI CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B YES LI NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- SPRINKLER PIPING 61 oTHR.S GROUND YES LI NO IF POWDER DRIVEN FASTENERS ARE USED IN LI YES LI NO IF NO, EXPLAIN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? BLANK-TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING CM YES LI NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES LI NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9, LEVEL AR-3? DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS WELDING G QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST YES LI NO AWS 010.9, LEVEL AR.3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE YES LI NO THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH. THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO YES LI NO (DISCS) ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? HYDRAULIC DATA NAMEPLATE I NAMEPLATE PROVIDED IF NO, EXPLAIN I I EKYEs El NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR f',4 /TEC17O/sJ SIGNATURES TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) DATE FOR SPRINKLER CONTRACTOR (SIGNED) LE DATE ADDITIONAL EXPLANATION AND NOTES Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon cornplpllen of work, inpneLIon arid tts shalt be mlise by the con1rac10ra reprOontetIva and witnessed by en owner's reproaoninUvn, M defectk ahOii be corrected and system left in pervica beforo sontraciors po rsonrei flniIy, leave 11w job. A onrilficete ehefl he fund out and slnod by both mprontBtivas. Copies shAll be prepared for approving oiAllorIllon, owners, and contractor. it Ik unflxrclood the 0wner repreaentntivas elgnetiro in no way yrrijudicee any claim against Coniraclor for faulty mterlai. poor workmynshlp. or failure to comply with Eipprovirto nuthorityS rnqulremeni or local ordinniice. PropirlYname . '.pi''( )qt-1Z. ° U ProPertYeddres3j3 c-A,&o p LOS cit- Acceptod by ,pproving outhoritina (namoc) C 'T OF cAJzLsAD Fl P. DP r Addraea Plans irotaitfihlon conform to noce pied plans Yea f•J No Equtpmhfl' used Is approved PQ Yea El No If no Iale devinitorrl Hatt person in charge of fire oflulpmenl henri Inatructodas to tociiIon Ye; 1J No of ceniral valves arid care and n,nlnfonance of thit new equipment? If no, explain lnaIjuctloIr3 -- liwe copies of 0ppepr131e instructions and core and riialntennco yea El No Chars been loft on promises? If no oxptifl Location SuppliOs buildings PIETCO — f1 Ps-To (2— Priri ice and pvc CL-5 150 Type joint 1P.t-I cAt- Pipe conforms to vIA eteridord ra Yne El No Underground Fittirign conformS to .4W.k_ atendord Yes (1 No Pipes end if no. explain jolflto -. -. ... .•. - Joints ririnded enchorsiqo clamped. etrepyrid. or biockd in Yea r.j No accordance with —_4. standard It no. aspiPin FjpAj.Mng:.Flow the roqutred rate until water is clear ni Indicated by no cc/InclIne of foreign metorint In burlap tags at outlets Sick or, hydr8nt4 and blow-offe, FiuI1 at flows not ass than 390 ppm (1475 LImb) for 4-in, pipe 880 ppm (3331 Umin) for 0-in, pipe. 1560 ppm 15905 L/rhin) For 0-In, pipe 2/40 ppm (9235 Uriiin) lot 10-in, pipe, and 3520 gm (13.323 Limin) for 12-tn. pipe. When SUPPlY cannot produce nipulated flow rote;, obtain maximum evfluleblo, Hyitcti,c l-iydroetatic tesLO sh,111 be made Of not less than 200 psi (13.0 bar) for 2 hour-. or 50 pr.i (3.4 bar) above Te•t :1.1tir prnit.-ture in 0XCO'5 of 150 psi (10.3 bar) for 2 hosr., drCription Lea.J2j rJnw pipe laid with rubber gasketod joints ehail, If the workmanship Is eattatnotyry, hOvo little or no ieakegO 11 t'joints. The rimount of lecicegn SI the joints haii not exceed 2 qLiArtj per hour (1.89 Uhr per 100 joints ln'aapeclive of pipe diameter. The leakage eheii be diniributed OvOt Oil jotnt. If such ieakope occurs at a few joints, the iriclniistion st-iiI bo eonntdered urianfisf.actory and nacrissaly repairs rendiri. The amount of ellcrWibiC ickege specified above ccc be iricra$Od by I fluid ounce per inch valve diameter per i. (30 mLi25 mm/hr) for eiich motel 506tcid valve Isolating the teat section, If dry barrel hydmntn are tested with the mxii valve opbn so tho hydrants are under pressure, on additional 5 ounces per minute (160 rnUmia) ionnge is permittOd for each hydrant. New unrinrqround piping fluhod according to Yes C:( No standard by (company) C;4A FIRE PRoT.cik*4 if no. explain How flushing now ww obtained Through what typo Opening FtuhInp X Public wOtOr 'J Tank orre;orvofr El Fire pump El i-4ydrc101 Uift Open pipe l.m.id-Imm flushed according to standard by (compriny) Yes C-3 No If no, aspiolfi e &Fl pr= PRT alt .TiC'J How Pushing flow was obtOifled Through what type opening Publle water El Ter,ii orroservnlr Ci FIrq piinip Y 'onnvlCtlOfl Ia flange ji Open pprl and spigot - All icJorgroifld piping hydrolnIIcaIv Joints covered H dro1 F I 2.. -- ...2_.._ pi Yn No ToicIi imount of lokgB meturnd niiono ,,. hours 0,3 Aiiowphlñ Inokoge goIIo hours Number inldlnd 1p' And mllicO All operate tiafoelorily liydTDflf Momp-1 No Water control vivee loll widfl open Yo EJ Na contral II no, t'tn reason valves 110sn thraada of pro depam0iM connoctln and hydrionil IrNerctangeftbi0 with Yos 0 No tfloe of fire deportment enswring aiorrn Date left In torvico lrnrka Name of ln3t011lPl conifaclor Snturea Tot witnessed by For properly owner (algrrod) Tltl Date For lnlniiine contractor (innd) 11110 hita AddiUOn.,l enpianolion and nolan